GENERAL STRUCTURAL NOTES - CRS Building … Park Fire Station No... · all structural items for...
Transcript of GENERAL STRUCTURAL NOTES - CRS Building … Park Fire Station No... · all structural items for...
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY ANDCOORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITHWORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE ARCHITECT AND ENGINEERS.
2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS ANDCONDITIONS UNLESS NOTED OTHERWISE.
3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORKIN PROGRESS UNTIL THE BUILDING IS COMPLETED.
4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED INACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THEFOLLOWING:
A. THE FLORIDA BUILDING CODE, (FIFTH EDITION) 2014.B. ACI STANDARD 318-11 BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE.C. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI
530-11/ASCE 7-10/TMS 402-11).D. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS" 360-10.E. AMERICAN FOREST AND PAPER ASSOCIATION, NATIONAL DESIGN
SPECIFICATION 2007 EDITION.F. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES".
5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHTHE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICALDRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TOPERFORMING WORK. IN CASE OF CONFLICT THE MOST STRINGENTCONDITION SHALL APPLY.
6. ALL DIMENSIONS MUST BE COORDINATED WITH ARCHITECTURALDRAWINGS AND WITH EQUIPMENT MANUFACTURER (I.E. WINDOW, DOOR,AIR HANDLER, ETC.). CONTRACTOR MUST OBTAIN AN ARCHITECTURALDIRECTIVE IN CASE OF ANY CONFLICT. REFER TO ARCHITECTURALDRAWINGS FOR DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS.
7. ROOFTOP EQUIPMENT ANCHORAGE & OUTDOOR RACK MOUNTED EQUIPMENTANCHORAGE. ALL ROOF TOP EQUIPMENT CURBS, ROOF TOP MECHANICALEQUIPMENT, EQUIPMENT TIE DOWNS, AND CONNECTIONS OF ALL EQUIPMENT TOOUTDOOR RACKS OR BUILDING STRUCTURE FOR WIND LOADING ARE TO BEDESIGNED AND ENGINEERED BY A REGISTERED SPECIALTY ENGINEER RETAINEDBY THE MECHANICAL EQUIPMENT SUPPLIER. SIGNED AND SEALED DRAWINGSAND CALCULATIONS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FORREVIEW AND APPROVAL. THE EQUIPMENT MANUFACTURER SHALL PROVIDE THEATTACHMENT OF THE UNIT TO THE STRUCTURE AND SUBMIT TO THE ENGINEERLOADS, LOCATIONS, AND METHODS OF ATTACHMENT. THE STRUCTURAL ENGINEERWILL MAKE PROVISIONS IN THE DESIGN OF THE PRIMARY STRUCTURAL FRAME TOACCOMMODATE THE LOADS AND ATTACHMENTS SUBMITTED BY THE MANUFACTURER.
CONCRETE AND REINFORCING:
1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318".
2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVESTRENGTHS AS INDICATED BELOW:
CONCRETE MAX WATER TYPESTRENGTH CEMENT RATIO AGGREGATE LOCATION USED
4000 PSI 0.45 STONE CONCRETE U.N.O.3000 PSI 0.52 STONE SLAB ON GRADE
&FOUNDATIONS3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET
STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60.ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE.PRIOR TO POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDEDSHALL CONFORM TO ASTM A-706.
4. ALL WELDED WIRE FABRIC (W.W.F.) IN FLAT SHEETS ONLY AND SHALLCONFORM TO ASTM A-185.
5. UNLESS NOTED, ALL BARS MARKED CONTINUOUS SHALL BE SPLICED ATALL LAP POINTS AND CORNERS AND DEVELOPED AT NON-CONTINUOUSENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOP BARS ATCENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARSAT SUPPORTS.
6. CONCRETE COVER FOR REINFORCING BARS SHOWN IN TYPICAL DETAILS.7. UNLESS NOTED, TEMPERATURE REINFORCING (ASTM A-615-60) TO BE
0.0018 X CONCRETE AREA.8. PROVIDE #4 @ 12" O.C., WITH STANDARD HOOK, TOP BARS IN ALL SLABS
AT DISCONTINUOUS ENDS UNLESS OTHERWISE NOTED ON PLANS.LENGTH OF BARS 1/4 OF SPAN, MINIMUM 3'-0". UNLESS OTHERWISENOTED PROVIDE #4 @ 12" O.C IN ALL CANTILEVERS. BAR LENGTHSHALL BE CANTILEVER SPAN PLUS 10'-0" PLUS STANDARD HOOK ATCANTILEVER ENDS.
9. WHERE PIPE SLEEVES (UP TO 2" IN DIAMETER) PASS THROUGHCONCRETE BEAMS, PROVIDE ADDITIONAL STIRRUP EACH SIDE OFSLEEVE, SLEEVES FOR PIPES 2" IN DIAMETER OR LARGER MUST BESTEEL OR CAST IRON, AND THE LOCATION MUST BE APPROVED BY THESTRUCTURAL ENGINEER.
10. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED JUSTBEFORE PLACING NEW CONCRETE IN ACCORDANCE WITH THE BUILDINGCODE.
11. FOR CHAMFER OF EXPOSED CORNERS OF BEAMS AND/OR COLUMNS,SEE ARCHITECTURAL DRAWINGS.
12. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR,ALL PIPE SLEEVES, OPENINGS, ETC, REQUIRED FOR VARIOUS TRADES.
13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES INSUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS,HANGERS, ETC., AS REQUIRED FOR THEIR USE.
14. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FLASHING REGLETS,FASCIA DETAILS, ETC.
15. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGHALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITHALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES,CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OFALUMINUM SHALL NOT BE USED ON THIS PROJECT.
16. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THEHRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP ISTHEN 8 INCHES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
17. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT WITH THEPERMISSION OF THE ENGINEERS AND AFTER LABORATORY DESIGN MIXAPPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONSTHAN ARE PRESENT IN MUNICIPAL DRINKING WATER.
18. WATER REDUCING ADMIXTURE SHALL CONFORM TO THE ASTM C-494,TYPE A, AND SHALL BE USED IN ALL CONCRETE.
19. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260. AIRCONTENT OF CONCRETE SHALL BE USED AS FOLLOWS:
A. FOR CONCRETE EXPOSED TO SOIL AND/OR WEATHER, 5%.B. FOR INTERIOR WALLS, COLUMNS, AND SLABS, 3%.
20. FLY ASH - ASTMC618, TYPE C OR TYPE F SHOULD BE USED BUT NOT TOEXCEED 20% CEMENTITIOUS CONTENT.
21. ALL EXPOSED CONCRETE SLABS SHALL RECEIVE A CURING COMPOUND.THE CURING COMPOUND SHALL CONFORM TO ASTM C309 AND SHALLHAVE 30% SOLIDS MINIMUM. WATER/BLANKET CURING AS PER ACIRECOMMENDATION MAY BE USED AS ALTERNATE.
FOUNDATION NOTES:
1. SITE SOIL FOR THIS PROJECT HAS BEEN INVESTIGATED BY THE FIRM OFDRIGGERS ENGINEERING SERVICES INC. AND FOUND, AS PRESENTED INTHEIR REPORT DATED MARCH 25, 2016, SUITABLE TO SUPPORT 2.5 KSFSPREAD FOOTINGS. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCEWITH THE ABOVE STATED CRITERIA.
2. FILL AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITHTHE GEOTECHNICAL ENGINEER RECOMMENDATION AS CONTAINED INTHEIR REPORT STATED IN ITEM 1.
3. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMNCENTERLINES UNLESS OTHERWISE NOTED.
4. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE CAREFULLYWITH SMALL COMPACTION EQUIPMENT, AFTER SLABS ON GROUND AREIN PLACE AND CONCRETE HAS SET. NO TRUCKS, BULLDOZERS, ETC.SHALL BE ALLOWED CLOSER THAN 6'-0" TO ANY FOUNDATION WALL.ANY WALL 3'-0" OR HIGHER MUST BE BRACED DURING THECONSTRUCTION PROCESS.
5. NO FOUNDATIONS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTALSLOPES EXTENDED FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOILOR OTHER FOUNDATION STRUCTURE. BOTTOM OF FOOTINGS SHALL NOTBE LESS THAN 1'-0" BELOW EXISTING GRADE (U.N.O.).
6. FOR FOUNDATIONS SIZE AND REINFORCING SEE SCHEDULE.7. CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING FOR TERMITES.
MASONRY/INTERSTATE ATLAS BRICK:
1. DESIGN AND CONSTRUCTION SHALL CONFORM TO BUILDING CODEREQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-10 ASCE 7-10) / TMS402-11 AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1-11 /ASCE 7-10 (WITH ERRATA DATED JANUARY 10, 2011).
2. MINIMUM NET COMPRESSIVE STRENGTH OF BLOCK ASSEMBLY SHALLBE 1500 P.S.I. (f'm) MORTAR FOR MASONRY SHALL BE TYPE "S" OR "M".
2a. MINIMUM NET COMPRESSION STRENGTH OF BRICK SHALL BW 3000PSI (fm)& MORTAR FOR BRICK SHALL BE TYPE "S" OR "M"
3. FOR ALL EXTERIOR AND INTERIOR BEARING, BED JOINTS ARE TO COVER100% OF THE MASONRY SURFACES AND ALL HEAD JOINTS ARE TOCOVER 100% OF THE PROJECTED AREA OF THE FACE SHELLS.
4. FILL ALL CELLS AS REQUIRED WITH 3000 P.S.I. GROUT. SLUMP SHALLBE 8 TO 11 INCHES. SUBMIT DESIGN MIX FOR APPROVAL.
5. MINIMUM HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE HOT DIPGALVANIZED TRUSS OR LADDER TYPE JOINT REINFORCING AT 16" O.C.,PROVIDE MANUFACTURE "T" AND "L" SHAPES FOR INTERSECTIONS ANDCORNERS, (MINIMUM LAP 8").
6. MINIMUM VERTICAL REINFORCING SHALL BE 1-#5 @ 48" OR 1-#4 @32" O.C., (U.N.O.).
7. PROVIDE ADDITIONAL VERTICAL REINFORCING BAR AT EVERY CORNER,INTERSECTION, CONTROL JOINT, AND OPENING EDGES (U.N.O.).
8. MINIMUM SPLICE FOR VERTICAL REINFORCING IS SHOWN IN DETAIL 4-023,SPLICE FOR HORIZONTAL JOINT REINFORCING = 12".
9. WALLS ARE DESIGNED TO BE BRACED BY FLOOR OR ROOF MEMBERS,CONTRACTOR SHALL PROVIDE TEMPORARY BRACING DURINGCONSTRUCTION.
10. ALL CELLS BELOW FIRST FLOOR FINISHED ELEVATION MUST BE FULLYGROUT FILLED.
11. ALL KNOCK OUT BLOCK HORIZONTAL BARS SHALL HAVE CORNER BARSAT ALL CORNERS AND WALL INTERSECTIONS. SIZE AND NUMBER OFCORNER BARS SHALL BE SAME AS HORIZONTAL BARS.
12. ALL INTERSECTING WALLS AND CORNER WALLS SHALL BE LAID IN ANOVERLAPPING MASONRY BONDING PATTERN, WITH ALTERNATE UNITSHAVING A BEARING OF NOT LESS THAN 3 INCHES ON UNIT BELOW.
STEEL JOIST:
1. STEEL JOIST CONSTRUCTION SHALL CONFORM TO THE LATESTSPECIFICATIONS OF, AND THE JOISTS SHALL BE APPROVED BY, THESTEEL JOIST INSTITUTE.
2. UNLESS OTHERWISE NOTED, BEAR SHORT SPAN JOISTS MINIMUM OF2-1/2" ON STEEL BEAMS AND BEAR LONG SPAN JOIST MINIMUM OF 4"ON STEEL SUPPORTS. IN CASES WHERE JOISTS BEAR ON BEAMSFROM ONE SIDE ONLY, JOIST SEATS SHALL EXTEND A MINIMUM OF 1"PAST THE CENTERLINE OF SUPPORTING BEAM.
3. ALL JOISTS BEARING ON BEAMS SHALL BE WELDED OR BOLTED TOTHOSE BEAMS.
4. PROVIDE BRIDGING FOR ALL JOISTS AS SHOWN ON PLAN BUT NOTLESS THAN WHAT IS REQUIRED BY THE STEEL JOIST INSTITUTE ORTHE STEEL JOIST DESIGNER. BRIDGING SHALL CONSIST OF MINIMUM1-1/4" X 1-1/4" X 7/64" ANGLES, (U.N.0.).
5. ALL BRIDGING SHALL BE PROVIDED AND INSTALLED BY JOIST SUPPLIER.6. ALL CLIPS AND CONNECTIONS SHALL BE SHOP WELDED.7. NO FIELD WELDING TO BAR JOISTS EXCEPT ITEMS SPECIFICALLY
SHOWN ON STRUCTURAL DRAWINGS SHALL BE ALLOWED WITHOUTSPECIFIC PERMISSION FROM THE ENGINEER.
8. NO JOIST SHALL BE FIELD SPLICED.9. MAXIMUM DEFLECTION OF STEEL JOISTS = L/240.10. FOR PAINTING OF STEEL JOIST, SEE SPECIFICATIONS.11. JOIST MANUFACTURER SHALL SUBMIT WITH THE SHOP DRAWINGS HIS
CATALOG USED FOR THE MANUFACTURE OF JOISTS, INDICATING THELOAD TABLES AND SIZES OF ALL MEMBERS USED.
12. NO LOADS EXCEEDING 40 POUNDS MAY BE HUNG FROM JOISTSWITHOUT SPECIFIC PERMISSION FROM THE STRUCTURAL ENGINEER.LOADS LESS THAN 40 POUNDS MAY BE HUNG AT PANEL POINTS ONLY.ANY COST INVOLVED IN REINFORCING OF JOISTS SHALL BE BORNE BYTHE PRIME CONTRACTOR REQUIRING ADDED LOADS.
13. ALL SHORT SPAN JOISTS, AND DEEP LONG SPAN JOISTS SHALL HAVEUNIFORM CROSS SECTION, WITH STANDARD DEAD LOAD CAMBER.ROOF PITCH IS ACCOMPLISHED BY SLOPED JOISTS AND SUPPORT BEAMS.ADJUST JOIST SEATS AS SHOWN ON DRAWINGS.
14. FOR SPECIFIC JOIST ENDS, SEE ROOF SECTIONS.15. RIGID CONNECTIONS OF BOTTOM CHORDS OF JOISTS TO COLUMNS
SHALL BE MADE ONLY AFTER THE APPLICATION OF ALL THE DEADLOADS. PROVIDE LOOSE BOLTED CONNECTION OF THESE BOTTOMCHORDS DURING ERECTION.
STEEL ROOF DECK:
1. STEEL ROOF DECK SHALL BE A MINIMUM OF 1-1/2" - 20 GAGE WIDERIB FOR SPANS UP TO 6'-0" OR 3" TYPE N - 20 GAGE FOR SPANS UPTO 12'-0" . THE SIZE, TYPE AND GAGE INDICATED ABOVE SHOULD BEUSED UNLESS A DIFFERENT ONE IS INDICATED IN THE ROOF FRAMINGNOTES OF THE ROOF PLAN DRAWING.
2. ALL STEEL ROOF DECK SHALL BE GALVANIZED G90 AS PER ASTMSPECIFICATIONS.
3. ALL STEEL ROOF DECK SHALL BE CAPABLE OF SUPPORTING ALLCONSTRUCTION LOADS.
4. ALL STEEL ROOF DECK SHALL BE CONTINUOUS OVER FOUR OR MORESTRUCTURAL SUPPORTS (I.E. DECK SHOULD BE DETAILED FOR A THREESPAN CONDITION.)
5. STEEL ROOF DECK SHALL HAVE NESTING SIDE LAPS (ATTACHED BYMECHANICAL MEANS). PROVIDE FASTENER LAYOUT AS PER DETAIL5-305 ON DRAWING S3.05.
6. IF DECK IS CUT IN SINGLE SPAN CONDITION, EACH END OF SUCHSECTIONS SHALL BE WELDED TO ITS SUPPORT THROUGH WELDINGWASHERS IN THE BOTTOM OF EACH RIB.
7. IN AREAS WHERE THE DECK IS CUT AS PER NOTE 6, THE GAGE OFTHE SINGLE SPAN DECK SHALL BE ADJUSTED UPWARDS AS REQUIREDBY THE ENGINEER TO SUPPORT THE LOADS.
8. ANY ELECTRICAL WORK WEIGHING MORE THAN 5 PSF OR 50 LBSCONCENTRATED SHALL BE HUNG FROM STEEL BEAMS ONLY. FORHANGERS, SEE SPECIFICATIONS. ALL MECHANICAL WORK AND PIPINGSHALL BE HUNG FROM STEEL BEAMS. SEE STRUCTURAL STEEL NOTE12 (OF STRUCTURAL STEEL NOTES) FOR ADDITIONAL STEEL REQUIREDBY MECHANICAL/ELECTRICAL TRADES TO SUPPORT THEIR EQUIPMENT.
9. METAL DECK CONTRACTOR TO PROVIDE 18 GAGE RIDGE PLATE, VALLEYPLATE, EDGE STRIP, ETC., AS REQUIRED.
10. STEEL ROOF DECK SHALL BE WELDED AT ENDS AND ALL INTERMEDIATESUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS ORELONGATED WELDS OF EQUAL STRENGTH SPACED PER SPECIFICATIONSIN THE BOTTOM OF THE RIB ACROSS THE WIDTH OF THE DECK UNIT.
11. CUT OUT METAL DECK WHERE BOLT PROJECTIONS INTERFERE WITHMETAL DECK.
12. DIRECTION OF METAL DECK SHOWN THUS ON PLAN.
LIGHTGAUGE METAL FRAMING:
1. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITHAMERICAN IRON AND STEEL INSTITUTE, "SPECIFICATION FOR THE DESIGNOF COLD FORMED STRUCTURAL MEMBERS", 2007 EDITION WITH 2010SUPPLEMENTS. PROVIDE SIGN AND SEALED CALCULATIONS ANDDRAWINGS FOR ALL LIGHT GAUGE STRUCTURAL ELEMENTS OF THEBUILDING, INCLUDING THE EXTERIOR METAL STUDS (CURTAIN WALL),AND ALL EXTERIOR CEILINGS.
2. ALL STRUCTURAL STUDS AND JOISTS 22, 20, AND 18 GAUGES SHALL BEFORMED FROM GALVANIZED STEEL PER ASTM A653, G60 COATINGMEETING THE REQUIREMENTS OF ASTM C955 WITH A YIELD STRENGTHOF 33,000 PSI.
3. ALL STRUCTURAL STUDS AND JOISTS 16, 14, AND 12 GAUGES SHALL BEFORMED FROM GALVANIZED STEEL PER ASTM A653, G60 COATINGMEETING ASTM C955, WITH YIELD STRENGTH OF 50,000 PSI.
4. ALL STRUCTURAL TRACK AND BRIDGING SHALL BE FORMED FROMGALVANIZED STEEL PER ASTM A653, G60 COATING MEETING THEREQUIREMENTS OF ASTM C595, WITH YIELD STRENGTH OF 33,000 PSI.
5. WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDEMANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING,LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS, ANDACCESSORIES AS RECOMMENDED BY MANUFACTURER FORAPPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETEMETAL FRAMING SYSTEM.
6. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTSCOMPLYING WITH ASTM A653 FOR MINIMUM G60 COATING. ATTACHSIMILAR COMPONENTS BY WELDING. ATTACH DISSIMILAR COMPONENTSBY WELDING, BOLTING OR SCREW FASTENERS, AS STANDARD WITHMANUFACTURER. ALL WELDING SHALL BE PERFORMED BY WELDERSCERTIFIED AND EXPERIENCED IN LIGHT GAUGE STRUCTURAL STEELFRAMING WORK.
7. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITHMANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS ANDRECOMMENDATIONS, UNLESS OTHERWISE INDICATED.
8. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS.9. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR
REQUIRED FOR NON-PLUMB WALLS OR WARPED SURFACED ANDSIMILAR REQUIREMENTS.
10. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMN OR WALLS,INCLUDING MASONRY WALL, ANCHOR ENDS OF STIFFENERS TOSUPPORTING STRUCTURE.
11. SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHERWELDING OR SCREW FASTENERS AT BOTH INSIDE AND OUTSIDEFLANGES.
GENERAL STRUCTURAL NOTESSHOP DRAWINGS:
1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOPDRAWINGS.
2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTORAND/OR HIS DETAILER.
3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICALDRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORKAFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ONSHOP DRAWINGS.
4. ALL SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY IN PDFFORMAT. DISTRIBUTION AS PER ARCHITECT INSTRUCTIONS.
5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX(ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEERS COMMENTS.
6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKERAND CONTRACTOR PRIOR TO SUBMISSION.
7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR INCONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAILDRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS.
8. DETAILER SHALL SUBMIT AN INDEX OF THE DETAIL DRAWINGS WITHEACH SHOP DRAWING SUBMITTAL.
9. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALLBE RETURNED FOR CORRECTIONS WITHOUT PROCESSING.
10. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGESINCORPORATED: FIRST RESUBMISSION TO HAVE LETTER "A" ADDED TODRAWING
A. NUMBER AND ANY CHANGES MARKED ON THE DRAWINGMARKED 1 AT EACH ITEM CHANGED. ALL ITEMS TO BE NOTED INREVISION BOX.
B. SUBSEQUENT RESUBMISSION SHALL BEAR CHANGES "B" AND 2 AND3 ETC. AS IN 11A.
11. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEENSATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER ANDCONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK.
12. DETAILER SHALL USE THE SAME STRUTURAL ELEMENTS NUMBERS IN HISDETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS.
13. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOULD BESUBMITTED TO MCE WITH A MINIMUM TIME TO BE REVIEWED OF 10WORKING DAYS. IN CASE OF A LARGE SUBMITTAL OR MORE THAN ONESUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL WORKING DAY ISREQUIRED FOR EVERY 5 DRAWINGS/SHEETS OVER 30 DRAWINGS/SHEETS.THE TIME INDICATED ABOVE IS FOR MCE REVIEW ONLY, CONTRACTOR MUSTINCLUDE ENOUGH TIME FOR DELIVERY, ARCHITECTURAL REVIEW, ANDOWNERS REVIEW AND WORK THIS TIME IN THE PROJECT SCHEDULE ASNEEDED.
14. THERE SHALL BE NO DEVIATION FROM THESE CONSTRUCTION DOCUMENTS.IF ANY CHANGES ARE PROPOSED BY THE CONTRACTOR OR THE PROVIDEROF THE SHOP DRAWINGS, THEY SHOULD BE CLEARLY INDICATED, SIGNEDAND SEALED DRAWINGS AND CALCULATIONS BY FLORIDA PROFESSIONALENGINEER MUST BE PROVIDED. ANY CHANGES WITHOUT PROPERDOCUMENTATION INDICATED ABOVE WILL RESULT IN SOME REVISIONS BYTHE ENGINEER OF RECORD AND/OR ARCHITECT. THE COST FOR THESEREVISIONS INCLUDING ENGINEER AND ARCHITECTURAL FEES SHALL BE PAIDBY THE CONTRACTOR.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED INACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS.
2. STRUCTURAL STEEL SHALL CONFORM TO:
WIDE FLANGE (WF) ASTM A992 (50 KSI)SHAPES (L,T,C,PL) ASTM A36STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI)STEEL PIPE (HSS) ASTM A500 (42 KSI)ANCHOR BOLTS ASTM F1554 (36 KSI)FRAMING BOLTS ASTM A325 OR A490SHEAR STUDS ASTM A108WELDING ELECTRODES E70XX
3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM SPECIFICATIONA325 AND SHALL BE PROVIDED WITH HARDENED WASHERS UNDER THETURNED ELEMENT (NUT OR BOLT HEAD).
4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS SHALLCONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USINGASTM A325 OR A490 BOLTS".
5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED.ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. ALL CONNECTIONS SHALLCONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THEPLANS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.
6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTHBOLTS, SLIP-CRITICAL (FRICTION) TYPE EXCEPT WHERE SLOTTED HOLESARE SPECIFIED OR WHERE MOVEMENT OF THE CONNECTED MEMBERS ISEXPECTED. IN THESE CASES PROVIDE OVERSIZED WASHER, HANDTIGHTEN BOLTS, AND TACK WELD WASHER TO NUT TO VERIFY ASSEMBLYIS HELD TOGETHER.
7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETYCODE, ANS01.1, ALL WELDING SHALL BE PERFORMED USING E7OXX U.N.O.
8. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEELMEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THESTRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP.HOLES SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER.
9. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL MEMBERS IN THEFIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC APPROVALOF THE ENGINEER.
10. ALL STEEL MEMBERS EXPOSED TO WEATHER (SUCH AS LINTELS, DOORJAMBS, ETC.) SHALL BE HOT DIPPED GALVANIZED.
11. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS.12. ANY STEEL MEMBERS REQUIRED BY THE ELECTRICAL OR MECHANICAL
TRADES FOR THE SUPPORT OF THEIR EQUIPMENT, WHICH ARE NOTSHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, SHALL BEPROVIDED BY THE TRADE REQUIRING SUCH SUPPORT.
13. SEE SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL. ALLFABRICATION AND ERECTION MARKS SHALL BE COVERED DURING FIELDTOUCH-UP PAINTING.
14. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTIONPER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4" MINIMUMDIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BEWELDED OR BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS.
15. DESIGN CONNECTIONS FOR THE MAXIMUM SHEAR (V IN KIPS) LISTED INTHE TABLES FOR "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMSLATERALLY SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE"PROPERTIES AND REACTION VALUES", PART 2 OF THE LATEST EDITIONOF THE AISC "MANUAL OF STEEL CONSTRUCTION". PROVIDE SIGNEDAND SEALED DRAWINGS AND CALCULATIONS BY A PROFESSIONALENGINEER.
16. WHEN STEEL MEMBERS ARE WELDED TO EMBED PLATES IN CONCRETE,WELDING PROCESS SHOULD BE PERFORMED IN SUCH WAY THAT EMBEDPLATE DOES NOT OVERHEAT AND EXPAND. SUCH EXPANSION WILLCRACK THE CONCRETE SURROUNDING THE EMBED PLATE AND MAYWEAKEN THE STRUCTURAL CAPACITY OF THE CONNECTION. WERECOMMEND TO PROVIDE SEVERAL SINGLE PASSES TO BUILT UP THEWELD SIZE REQUIRE WITH COOLING OFF PERIODS TO AVOID THE EMBEDPLATE EXPANSION. UNDER NO CIRCUMSTANCES PROVIDE MORE THAN 6"OF 1/4" WELD WITHOUT ALLOWING A COOLING OFF PERIOD.
POST -INSTALLED ANCHORS
1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIEDON THE CONSTRUCTION DOCUMENTS. SPECIAL INSPECTIONS AREREQUIRED PER THE PROVISIONS SET FORTH BELOW. CONTRACTORTO CONTACT MANUFACTURER'S REPRESENTATIVE FOR PROPERPRODUCT INSTALLATION TRAINING ON INITIAL ANCHORS.
2. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSESPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TOTHE ENGINEER-OF-RECORD ALONG WITH CALCULATIONS THAT AREPREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER.THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTEDPRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENTPERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USINGTHE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) ASREQUIRED BY THE BUILDING CODE.
3. EXPANSION ANCHORS SHALL BE STUD TYPE WITH A SINGLE PIECE OFTHREE SECTION WEDGE AND ZINC PLATED IN ACCORDANCE WITHASTM B633. THE ANCHORS SHALL MEET FEDERAL SPECIFCATIONFF-S-325, GROUP II, TYPE 4, CLASS I FOR CONCRETE EXPANSIONANCHORS. ANCHORS SHALL BE HILTI KWIK BOLT II AS SUPPLIED BYHILTI INC. TULSA OKLAHOMA. ANCHORS SHALL BE INSTALLED IN HOLESDRILLED WITH HILTI CARBIDE TIPPED DRILL BITS OR MATCHEDTOLERANCE DIAMOND CORE BITS. ANCHORS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS.
4. INJECTED ADHESIVE ANCHORS SHALL BE USED FOR INSTALLATION OFTHREADED RODS. ADHESIVE SHALL BE FURNISHED IN A SIDE BY SIDEREFILL PACK WHICH KEEP COMPONENT A AND B SEPARATE. INJECTIONADHESIVE SHALL BE HILTI HIT HY 150 AS SUPPLIED BY HILTI INC. TULSAOKLAHOMA. ANCHOR RODS MEET ASTM F1554 (36 KSI). NUTS ANDWASHERS SHALL BE FURNISHED TO MEET THE REQUIREMENTS OF ANASTM F1554 (36 KSI) STEEL ROD.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JA
ME
SR. MEHLTR E
TT
LI C E N S
E
FL O R I D
A
PR
OF
E
SS
I O NA L E NG
IN
EE
R
ER
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.
180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
1/5/20
17 10
:00:34
AM
1442
S1.01GENERAL STRUCTURAL
NOTES
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #7
01-05-2017 BUILDING01-05-201701-05-201701-05-2017
51
RBIDJM
SHEET LIST
SHEETNUMBER SHEET NAME
S1.01 GENERAL STRUCTURAL NOTES
S1.02 WIND DESIGN DATA & LOAD SCHEDULE
S2.01 FOUNDATION PLAN
S2.02 SLAB ON GRADE PLAN
S2.03 LOW ROOF FRAMING PLAN
S2.04 ROOF FRAMING PLAN
S2.05 SHED FRAMING PLAN
S3.01 TYPICAL DETAILS
S3.02 TYPICAL DETAILS
S3.03 TYPICAL DETAILS
S3.04 TYPICAL DETAILS
S3.05 TYPICAL DETAILS
S3.06 TYPICAL DETAILS
S3.07 TYPICAL DETAILS
S3.08 TYPICAL DETAILS
S4.01 WALL SECTIONS
S4.02 WALL SECTIONS
S4.03 WALL SECTIONS
S4.04 WALL SECTIONS
S4.05 WALL SECTIONS
S4.06 WALL SECTIONS
S4.07 WALL SECTIONS
S5.01 SCHEDULES
LOW ROOF:
1 1/2" METAL DECKSTEEL FRAMINGCEILING 3 PSF
5 PSF3 PSF
INSULATION 5 PSF====
LOAD SCHEDULE:
LIVE LOAD = 20 PSF
-154 PSF
-108 PSF
10 SQ. FT.
PATTERN
3
-72 PSF
MAIN ROOF
EFFECTIVE WIND AREAZONE
2
1
5
4
ZONE
DESIGN WIND PRESSURE (ULTIMATE) FOR WALLS, DOORS & WINDOWS
EFFECTIVE WIND AREAPATTERN
COMPONENTS AND CLADDING
COMPONENTS AND CLADDING (ULTIMATE) UPLIFT PRESSURE SCHEDULE
-67 PSF
100 SQ. FT.
-76 PSF
-76 PSF
500 SQ. FT.
-68 PSF
50 SQ. FT.
-85PSF
-99 PSF
10 SQ. FT.
+72 PSF/-76 PSF +62 PSF/-67 PSF
100 SQ. FT.
+58 PSF/-62 PSF
500 SQ. FT.
+69 PSF/-74 PSF
50 SQ. FT.
-67 PSF
-76 PSF
-76 PSF
NOTE:1. ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014, 5TH EDITION,
SECTION 1710.5). ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURESINDICATED IN THIS SCHEDULE.
2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY.3. ALL WIND PRESSURE VALUES INDICATED ARE IN POUNDS PER SQUARE FOOT (PSF). MULTIPLY ULTIMATE WIND PRESSURE
BY 0.60 FOR ASD PRESSURE.
MEP 7 PSF=
+72 PSF/-90 PSF +62 PSF/-76 PSF +58 PSF/-62 PSF+69 PSF/-85 PSF
DEAD LOAD
-70 PSF
20 SQ. FT.
-99 PSF
-131 PSF
20 SQ. FT.
+67 PSF/-72 PSF
+67 PSF/-81 PSF
WIND DESIGN DATA:
CODE: ASCE 7-10, FLORIDA BUILDING CODE, 2014 ( 5th Ed.)
BASIC WIND SPEED
CATEGORY (RISK)EXPOSUREBUILDING HEIGHT 20 ft.
CIV
Vasd = 119 mph
* GLAZED OPENINGS IN RISK CATEGORY II, III, IVLOCATED IN HURRICANE PRONE REGIONS SHALLBE PROTECTED IN ACCORDANCE WITH ASCE 7-10SEC. 26.10.3.
EXPOSURE CLASSIFICATION ENCLOSED
-104 PSF -99 PSF-100 PSF -76 PSF-102 PSF2'
3'
ov
ov -154 PSF -62 PSF-90 PSF -62 PSF-127 PSF
MISCELLANEOUS 2 PSF=ROOFING 5 PSF=
30 PSF
50 PSFLOW ROOF TOTAL LOAD =
INT. PRESSURE COEFFICIENT ± 0.18
HIGH ROOF:
4" METAL DECKSTEEL FRAMINGCEILING 3 PSF
5 PSF5 PSF
INSULATION 5 PSF====
LOAD SCHEDULE:
LIVE LOAD = 20 PSF
MEP 7 PSF=
DEAD LOAD
MISCELLANEOUS 2 PSF=ROOFING 5 PSF=
32 PSF
52 PSFLOW ROOF TOTAL LOAD =
Vult = 155 mph
5 5 554 4
TYP.
7' - 0"TYP.
7' - 0"
5 5 5 544 4
TYP.
7' - 0"TYP.
7' - 0"
545
TYP.
6' - 8 1/4"
TYP.
7' - 0"
5 5 5 5 54 4 4
TYP.
7' - 0"
TYP.
7' - 0"
3 32
1
3 32
2 2
3
3
2
3
2
2
12'ov2'ov
2'ov
2'ov
3
1
2
2
2
3
3
1
2
2
2
3'ov
3'ov 3'ov
3'ov
2 2
33
7' - 0", TYP.
7' -
0", T
YP.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:21
PM
1442
S1.02WIND DESIGN DATA &
LOAD SCHEDULE
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
52
RBIDJM
1/16" = 1'-0"WIND DESIGN - NORTHN
1/16" = 1'-0"WIND DESIGN - SOUTHS
1/16" = 1'-0"WIND DESIGN - EASTE
1/16" = 1'-0"WIND DESIGN - WESTW
1/8" = 1'-0"WIND LOAD - ROOF PLAN1
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
2.5W
F2.0
2.5WF2.0
2.5W
F3.0
2.5WF2.0
2.5W
F2.0
2.5WF2.0
2.5W
F2.0
2.5W
F2.0
2.5WF2.0
2.5WF2.0
2.5WF2.0
2.5WF2.0
2.5W
F2.0
2.5WF2.0
2.5WF2.0
2.5WF2.0
A8-5
-24S
A8-5
-24S
A8-5-24S
A8-5-24S
A8-5
-24S
A8-5-24S
A8-5
-24S
A8-5-24S
A8-5-24S
W8-
5-24
S
W8-5-24S
A8-5-24S
A8-5-24S
A8-5-24S
A8-5
-24S
A8-5-24S
A8-5-24S
1 2 7 8 10 11
AA
BB
C
D
F
H
J
K
LL
M
NN
4 5
GG
9
E
I
3 613' - 4 1/4" 3' - 8" 15' - 4" 15' - 4" 15' - 4" 2' - 4" 13' - 3 3/4" 5' - 8" 11' - 8" 29' - 4"
6' -
0 1/
4"2'
- 8"
8' -
8 1/
2"9'
- 4"
13' -
3 1
/2"
2' -
6"5'
- 11
3/4
"7'
- 6
1/4"
8' -
8"12
' - 0
"7'
- 11
3/4
"22
' - 8
"
8' -
8 1/
4"23
' - 6
1/2
"10
' - 3
1/2
"7'
- 2
1/2"
26' -
11
1/2"
7' -
11 3
/4"
2.5F5.0 2.5F5.0
2.5F5.0
2.5F5.02.5F5.0
S1S4.01
S2S4.01
S3S4.02
S4S4.02
S5S4.03
S7S4.04
S8S4.04
S1S4.01
2.5F5.0
2.5W
F3.0
2.5W
F3.0
2.5W
F3.0
2.5W
F3.0
A8-5-24S A8-5-24S
S14S4.06
S6S4.03
S9S4.04
S10S4.05
S11S4.05
S13S4.06
2.5WF2.0
W8-5-24S
2WF2.0
2WF2.0
2.5WF2.0
2.5F4.0
S292.5WF2.0 2.5WF2.02.5WF2.0
A8-5-8S A8-5-8S
S4 S6
S21 S23
S1
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
2.5W
F3.0
2.5W
F3.0
2.5W
F3.0
2.5W
F3.0
2.5W
F3.0
A8-5-24S
A8-5-24S
2.5WF2.0
2.5WF4.0
2.5WF4.0
A8-5-8S A8-5-8S
2.5WF4.0
2.5WF2.02.5WF2.0
2.5WF4.0
2.5WF2.02.5WF2.0
2.5F2.02.5F2.0
2.5F2.0
S13
S8
S15 S14
3' - 6 3/4"6' - 7 1/2"
2' - 10 3/4"5' - 11"
5' -
7 1/
2"
5' -
11 1
/2"
A8-5
-24S
7' - 4"
A8-5
-24S
S12S4.05 2.5F5.0
PROVIDE (2) ADDITIONALGROUT FILLED CELLS W/ (1)#5, TYP. AT MECH. OPENING
11' - 11 1/4"
11' - 6 1/4"
PROVIDE (3) ADDITIONALGROUT FILLED CELLSW/ (1) - #5
S.F.
S.F.
(-2'-8
")(-1
'-4")
S.F.
S.F.
(-4'-0
")(-2
'-8")
S.F.
S.F.
(-5'-4
")(-4
'-0")
1' - 0"
3' - 5"
TYP.
2' - 8"
S.F.
S.F.
(-6'-0
")(-5
'-4")
(-4'-0
")
S.F.S.F.
(-2'-8")(-1'-4")
S.F.S.F.
(-4'-0")(-2'-8")
S.F.S.F.
(-5'-4")(-4'-0")
S.F.S.F.
(-6'-0")(-5'-4")
S.F.
S.F.
(-5'-4
")(-4
'-0")
S.F.
S.F.
(-6'-0
")(-5
'-4")
S.F.
S.F.
(-5'-4
")(-4
'-0")
S.F.
S.F.
(-6'-0
")(-5
'-4")
2.5W
F2.5
W8-
5-24
S
(-6'-0
")
6' - 8"
S9S4.04
FOUNDATION PLAN NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.01.2. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS DRAWING.3. ( ) DENOTES TOP OF FOOTING ELEVATION.4. TOP OF FOOTING: ELEVATION @ INTERIOR = (-1' - 4")
TYPICAL U.N.O.ELEVATION @ EXTERIOR = (-1' - 4")TYPICAL U.N.O.
5. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS.6. TYPICAL WALL REINFORCING SCHEDULE:
A. 8" CMU EXTERIOR WALL REINFORCING WITH (1)-#5 AT 24"O.C. VERTICAL.
B. INDICATES (1)-#5 IN GROUT FILLED CELL.C. PROVIDE ADDITIONAL (1)-#5 VERTICAL IN FIRST (2) CELLS EACH SIDE OFALL WALL OPENINGS, CORNERS AND INTERSECTIONS.
7. COLUMN DESIGNATION SHOWN THUS ON PLAN. FOR SIZE ANDREINFORCING SEE SCHEDULE ON S5.01.
8. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITHDOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATIONSHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLEAT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0".
WALL OPENING CORNER INTERSECTION
C1
T/COLUMN ELEVATION
COLUMN TYPE
CARRIED COLUMN
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:26
PM
1442
S2.01FOUNDATION PLAN
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
53
RBIDJM
SCALE: 1/8" = 1'-0"S2.01FOUNDATION PLAN1
WALL SCHEDULE
TYPE DESCRIPTIONA8-5-8S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 8" O.C.
A8-5-24S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 24" O.C.C12-5-24D 12" CONCRETE WALL REINF. W/ (2)#5 AT 24" O.C. EACH WAY, EACH FACEW8-5-24S 8" CMU LOAD BRG.WALL REINF. W/ #5 AT 24" O.C.
WALL FOOTING SCHEDULE
MARK* WIDTH DEPTHTOP & BOTT.REINF. CONT.
TOP & BOTT.REINF. TRANSV. REMARKS
2.5WF2.0 2' - 0" 1' - 4" 3-#5 #4 @ 24"2.5WF2.5 2' - 6" 1' - 4" 3-#5 #4 @ 24"2.5WF3.0 3' - 0" 1' - 4" 4-#5 #4 @ 16"2.5WF4.0 4' - 0" 1' - 4" 4-#5 #5 @ 16"
COLUMN FOOTING SCHEDULE
MARK* LENGTH WIDTH DEPTHTOP & BOTT. REINF.*
EA. WAY U.N.O. REMARKS2.5F2.0 2' - 0" 2' - 0" 1' - 6" 5-#4 STD. ACI HOOK2.5F2.5 2' - 6" 2' - 6" 1' - 6" 5-#4 STD. ACI HOOK2.5F4.0 4' - 0" 4' - 0" 1' - 6" 5-#5 STD. ACI HOOK2.5F5.0 5' - 0" 5' - 0" 1' - 6" 6-#5 STD. ACI HOOK
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
oo
oo
o
oo
o
o
33
3
8" SLAB,SEE NOTE 2
4" SLAB,SEE NOTE 1
4" SLAB,SEE NOTE 1 4" SLAB,
SEE NOTE 1
4" SLAB,SEE NOTE 1
1 2 7 8 10 11
6' - 8" 13' - 4 1/4" 3' - 8" 15' - 4" 15' - 4" 15' - 4" 2' - 4" 13' - 3 3/4" 5' - 8" 11' - 8" 29' - 4"
AA
BB
C
D
F
H
J
K
LL
M
NN
6' -
0 1/
4"2'
- 8"
8' -
8 1/
2"9'
- 4"
13' -
3 1
/2"
2' -
6"5'
- 11
3/4
"7'
- 6
1/4"
8' -
8"12
' - 0
"7'
- 11
3/4
"22
' - 8
"
4 5
GG
9
E
I
3 6
8' -
8 1/
4"23
' - 6
1/2
"10
' - 3
1/2
"7'
- 2
1/2"
26' -
11
1/2"
7' -
11 3
/4"
S1S4.01
S2S4.01
S3S4.02
S4S4.02
S5S4.03
S7S4.04
S8S4.04
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ) (CJ)
(CJ)
(CJ)
(CJ)
(CJ) (CJ)
(CJ)
(CJ)
(CJ)
(CJ)
(CJ)
S1
S1S4.01
TS-1
TS-1TS-1
TS-1TS-1 TS-1 TS-1
A8-5-24SW8-5-24S
A8-5-24S
A8-5-24SA8-5-24S
A8-5-24S
A8-5-24S
A8-5-24S
A8-5-24S
A8-5-24S
A8-5-24S A8-5-24S
A8-5-24S
A8-5
-24S
A8-5
-24S
A8-5
-24S
A8-5
-24S
A8-5-24S
A8-5
-24S
S14S4.06
S6S4.03
S9S4.04
S10S4.05
S11S4.05
S13S4.06
0' - 0"
0' - 0"
0' - 0"
0' - 0"0' - 0"0' - 0"
0' - 0"
A8-5-8S A8-5-8S
A8-5-24S A8-5-8S A8-5-8S A8-5-24S
TS-1TS-1 S4 S6
S21 S23
S29
TS-1
A8-5-24S
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D
C12
-5-2
4D(CJ)
W8-5-24S
S13
S15 S14
3' - 6 1/4" 6' - 7 1/2"2' - 10 3/4"
5' - 11"
S8
5' -
7 1/
2"
3-999S3.03
3-999S3.03
TYP. ATAPPARATUS BAY
S12S4.05
TOP OF SLAB ELEV. = (0'-4")DEPTH OF SLAB = 1'-4" REINF.W/ (6) #5 EACH WAY T&B
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/
2"
(CJ)
4"
(CJ)
1/2"
1/2"
T/ WALL ( 0' - 4" )
TOP OF SLAB ELEV. = (0'-4")DEPTH OF SLAB = 1'-4" REINF.W/ #5@12" O.C. EACH WAY T&B
4"
S9S4.04
SLAB ON GRADE PLAN NOTES:
1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER ONCOMPACTED SUB-BASE AS PER GEOTECHNICAL REPORT REINFORCEDWITH 6x6xW2.1xW2.1 W.W.F. (FLAT SHEETS) CENTERED IN SLAB.SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVEDEQUAL @ 3'-0"(±) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOTALLOWED.
2. SLAB ON GRADE TO BE 8" THICK CONCRETE OVERVAPOR BARRIER CONFORMING TO ASTM E-1745 ON COMPACTEDSUB-BASE AS PER GEOTECHNICAL REPORT AND REINFORCED WITH#4 @ 12" O.C. EACH WAY TOP AND BOTTOM. SUPPORT REINFORCING ON3 1/2" SLAB BOLSTERS OR APPROVED EQUAL @ 3'-0" (±) O.C. BOTH WAYS.USE OF CONCRETE BRICK IS NOT ALLOWED.
3. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BEDONE AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTSAND RECOMMENDATIONS. IF NONE ARE AVAILABLE, AT A MINIMUM THEFOLLOWING RECOMMENDATIONS SHALL BE FOLLOWED.
A. VAPOR BARRIER SHALL CONFORM TO ASTM E-1745 , MEETS OREXCEEDS CLASS "B".
B. VAPOR BARRIER INSTALLATION SHALL FOLLOW MANUFACTURER'SINSTRUCTIONS AND ASTM E 1643-98.
C. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLELWITH THE DIRECTION OF THE POUR.
D. LAP VAPOR BARRIER OVER FOOTINGS AND SEAL TO FOUNDATIONWALLS.
E. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER’S TAPE.F. SEAL ALL PENETRATIONS (INCLUDING PIPES) WITH MANUFACTURER’S
PIPE BOOT.G. NO PENETRATION OF THE VAPOR BARRIER IS ALLOWED EXCEPT FOR
REINFORCING STEEL AND PERMANENT UTILITIES.H. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER,
OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING ALL FOURSIDES WITH TAPE.
4. TOP OF SLAB ELEVATION SHOWN THUS '- " ON PLAN EQUALSREFERENCE EL., FOR ACTUAL EL., SEE CIVIL DRAWINGS.
5. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.01.6. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON
PLAN SEE ARCHITECTURAL DRAWINGS.7. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS.
8. COLUMN DESIGNATION SHOWN THUS ON PLAN. FOR SIZE ANDREINFORCING SEE SCHEDULE THIS DRAWING.
9. COORDINATE LOCATION OF (CJ) CONTROL JOINTS (SAWCUTS & TOOLEDJOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DRAWINGS. CONTROLJOINTS AT EXPOSED TO WEATHER WALKWAYS SHALL BE TOOLED JOINTSSEE TYPICAL DETAIL 3-201 ON S3.02.
10. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITHDOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATIONSHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLEAT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0".
11. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALLPENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE APRECAST LINTEL AT ALL OPENINGS REFER TO TYPICAL DETAIL 4-004ON S3.03.
12. MASONRY CONTROL JOINT SHOWN THUS MCJ ON PLAN. MAXIMUMSPACING OF JOINTS = 24' - 0", SEE TYPICAL DETAIL 4-002 ON S3.03,COORDINATE LOCATION WITH THE ARCH. BUILDING ELEVATIONS.
C1
T/COLUMN ELEVATION
COLUMN TYPE
CARRIED COLUMN
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:33
PM
1442
S2.02SLAB ON GRADE PLAN
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
54
RBIDJM
SCALE: 1/8" = 1'-0"S2.02SLAB ON GRADE PLAN1
WALL SCHEDULE
TYPE DESCRIPTIONA8-5-8S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 8" O.C.A8-5-24S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 24" O.C.
C12-5-24D 12" CONCRETE WALL REINF. W/ (2)#5 AT 24" O.C. EACH WAY, EACH FACEW8-5-24S 8" CMU LOAD BRG.WALL REINF. W/ #5 AT 24" O.C.
THICKENED SLAB SCHEDULE
MARK* SIZE DEPTHTOP & BOTT.*REINF. CONT.
TOP & BOTT.*REINF.
TRANSV. REMARKSTS 0' - 8" x CONT. 0' - 8" N/A N/A
TS-1 1' - 0" x CONT. 1' - 4" (1) - #5 T, (2)-#5 BCONT., #4 @ 24"TRANSVERSE
N/A
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
2' -
6"2'
- 6"
2' -
6"
2' -
6"2'
- 6"
10K1
10K1
10K1
10K1
10K1
10K1
10K1
10K1
10K1
10K1
10K1
10K1
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
16K7
1 2 7 8 10 11
AA
BB
C
D
F
H
J
K
LL
M
NN
4 5
GG
9
E
I
3 6
13' - 4 1/4" 3' - 8" 15' - 4" 15' - 4" 15' - 4"2' - 4"
13' - 3 3/4" 5' - 8" 11' - 8" 29' - 4"
6' -
0 1/
4"2'
- 8"
8' -
8 1/
2"9'
- 4"
13' -
3 1
/2"
2' -
6"5'
- 11
3/4
"7'
- 6
1/4"
8' -
8"12
' - 0
"7'
- 11
3/4
"
8' -
8 1/
4"23
' - 6
1/2
"10
' - 3
1/2
"7'
- 2
1/2"
26' -
11
1/2"
7' -
11 3
/4"
10K1
10K1
10K1
2' - 6" 2' - 6"
SEE
NO
TES
SEE
NO
TES
SEE
NO
TES
SEE NOTES
CB-4
CB-3
S1S4.01
S2S4.01
S3S4.02
S4S4.02
S5S4.03
S7S4.04
S8S4.04
S1S4.01
CONTINUOUS HORIZONTALBRIDGING PER JOIST MANUF. SPECS.
CONTINUOUS HORIZONTAL UPLIFTBRIDGING AT FIRST BOTTOMCHORD PER JOIST MANUF. SPECS.
CONT. HORIZONTALUPLIFT BRIDGING ATFIRST BOTTOMCHORD PER JOISTMANUF. SPECS.
CONT. HORIZONTALUPLIFT BRIDGING ATFIRST BOTTOMCHORD PER JOISTMANUF. SPECS.
CONT. HORIZONTALBRIDGING PER JOISTMANUF. SPECS.
CONTINUOUS HORIZONTAL UPLIFTBRIDGING AT FIRST BOTTOMCHORD PER JOIST MANUF. SPECS.
(VAR
IES)
VARIES
VAR
IES
VAR
IES
S1
S14S4.06
S6S4.03
S9S4.04
S10S4.05
S11S4.05
S13S4.06
T/ WALL ( 13' - 4" )
T/ W
ALL
( 9' -
6 5
/8" )
T/ W
ALL
( 13'
- 4"
)
T/ W
ALL
( 13'
- 4"
)
T/ W
ALL
( 13'
- 4"
)
T/ W
ALL
( 13'
- 4"
)
T/ W
ALL
( 13'
- 4"
)
T/ WALL ( 13' - 4" )
T/ WALL ( 13' - 4" )
T/ WALL ( 13' - 4" )
T/ WALL ( 13' - 4" )
T/ WALL ( 13' - 4" )
S4 S6
S21 S23
S29
SEE NOTES
CB-1CB-1
CB-1 CB-1
CB-
1
CB-
1
4x4x1/4" CLOSUREANGLE
2' -
6"
S13
S15
S8
S14
HSS4X4X3/16
HSS4X4X3/163' - 6 1/2"
6' - 7 1/2" 2' - 10 3/4"
5' - 11"
5' -
7 1/
2"
S12S4.05
10K1
HSS6X4X1/4 HSS6X4X1/4
CONT. HORIZ. BRIDGINGPER JOIST MANUF. SPECS.
10K1
10K1
S9S4.04
2' -
6"2'
- 6"
LOW ROOF FRAMING NOTES:
1. ROOF FRAMING SHALL BE 1 1/2"- 20 GAGE TYPE "B" (WIDE RIB)METAL DECK SPANNING OVER OPEN WEB STEEL JOIST SPACED @5'-0" O.C. (U.N.O.).
2. DIRECTION OF METAL DECK SPAN SHOWN THUS ON PLAN.3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS.
FOR FRAMING SEE TYPICAL DETAIL 5-302/S3.07.4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S3.01 THRU
S3.08.5. ( ) DENOTES UNDERSIDE OF METAL DECK ELEVATION.6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN
ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORDMEMBERS HAVE BEEN INVESTIGATED FOR REVERSE STRESSES DUE TOALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THEFIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECTTO NET UPLIFT PER STEEL JOIST INSTITUTE.
7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM FLANGES.INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE APPLIED.
8. RAIN LEADER SHOWN THUS R.L. ON PLAN. SEE PLUMBING DRAWINGSFOR SIZE AND LOCATIONS.
9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
10. DENOTES FLAT ROOF.
11. PROVIDE MOMENT CONNECTION AT BEAMS SHOWN THUS ONPLAN.
12. COLUMN DESIGNATIONS SHOWN THUS ON PLAN. FOR COLUMNSCHEDULE, SEE DRAWING S5.01.
13. DENOTES COLUMN STOP AT THIS LEVEL.
15. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S1.02.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:38
PM
1442
S2.03LOW ROOF FRAMING
PLAN
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
55
RBIDJM
SCALE: 1/8" = 1'-0"S2.03LOW ROOF FRAMING PLAN1
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
1 2 7 8 10 11
AA
BB
C
D
F
H
J
K
LL
M
NN
4 5
GG
9
E
I
3 6
13' - 4 1/4" 3' - 8" 15' - 4" 15' - 4" 15' - 4" 2' - 4" 13' - 3 3/4" 5' - 8" 11' - 8" 29' - 4"
6' -
0 1/
4"2'
- 8"
8' -
8 1/
2"9'
- 4"
13' -
3 1
/2"
2' -
6"5'
- 11
3/4
"7'
- 6
1/4"
8' -
8"12
' - 0
"7'
- 11
3/4
"
8' -
8 1/
4"23
' - 6
1/2
"10
' - 3
1/2
"7'
- 2
1/2"
26' -
11
1/2"
7' -
11 3
/4"
HSS
16X8
X1/2
HSS
16X8
X1/2
HSS
16X8
X1/2
HSS
16X8
X1/2
HSS
16X8
X1/2
S5S3S2 S9 S10
S22S20
S19 S25 S26
S12 S16
SEE NOTES
SEE NOTES
S1S4.01 S2
S4.01
S4S4.02
S5S4.03
S7S4.04
S8S4.04
S1S4.01
(VARIES)
(VARIES)
+(2) 1/2" X 24 1/2" PLATES
HSS 4x4x1/4 OUTRIGGER @4' - 0" O.C. MAX TYP. INSIDEMETAL DECK FLUTES
HSS 4x4x1/4 OUTRIGGER @4' - 0" O.C. MAX TYP. INSIDE
METAL DECK FLUTES
HSS16X8X1/2
HSS16X8X1/2
+(2) 1/2" X 24 1/2" PLATES
CB-1
CB-1
S14S4.06
S6S4.03
S9S4.04
S11S4.05
S13S4.06
S4 S6
S23S21
W24X131 W24X131
S24
S7
L8x8x1/2 CONT.CLOSURE ANGLE
CONT. L8x81/2"CLOSURE ANGLE
CB-
2
CO
NT.
CO
NT.
CO
NT.
CO
NT.
CO
NT.
CB-
1
CB-
1
S12S4.05
S9S4.04
HIGH ROOF FRAMING NOTES:
1. ROOF FRAMING SHALL BE 4" - 16 GAGE TORIS 4A ACCOUSTICAL METALDECK SPANNING OVER STEEL BEAMS @ 19'-0" MAX.
2. DIRECTION OF METAL DECK SPAN SHOWN THUS ON PLAN.3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS.
FOR FRAMING SEE TYPICAL DETAIL 5-302/S3.03.4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S3.01 THRU
S3.08.5. ( ) DENOTES UNDERSIDE OF METAL DECK ELEVATION.6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN
ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORDMEMBERS HAVE BEEN INVESTIGATED FOR REVERSE STRESSES DUE TOALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THEFIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECTTO NET UPLIFT PER STEEL JOIST INSTITUTE.
7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM FLANGES.INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE APPLIED.
8. RAIN LEADER SHOWN THUS R.L. ON PLAN. SEE PLUMBING DRAWINGSFOR SIZE AND LOCATIONS.
9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
10. DENOTES FLAT ROOF.
11. PROVIDE MOMENT CONNECTION AT BEAMS SHOWN THUS ONPLAN.
12. COLUMN DESIGNATIONS SHOWN THUS ON PLAN. FOR COLUMNSCHEDULE, SEE DRAWING S5.01.
13. DENOTES COLUMN STOP AT THIS LEVEL.14. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S1.02.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:43
PM
1442
S2.04ROOF FRAMING PLAN
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
56
RBIDJM
SCALE: 1/8" = 1'-0"S2.04ROOF FRAMING PLAN1
CONC. TIE BEAM SCHEDULE
MARK BEAM SIZE CONT. REINFORCINGTIE
REINFORCING REMARKSCB-1 8 x 20 (2) LAYERS(2) #6 T/B #3 @ 6" O.C.CB-2 8 x VARIES (2) #6T/B #3 @ 8" O.C. #4 @ 12" O.C. HORIZ. EA FACECB-3 8 x 44 (2) #6T/B #3 @ 8" O.C. #4 @ 12" O.C. HORIZ. EA FACECB-4 8 x 52 (2) #6T/B #3 @ 8" O.C. #4 @ 12" O.C. HORIZ. EA FACE
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
ROOF FRAMING NOTES:
1. ROOF FRAMING SHALL BE 1 1/2"- 20 GAGE TYPE "B" (WIDE RIB)METAL DECK SPANNING OVER OPEN WEB STEEL JOIST SPACED @5'-0" O.C. (U.N.O.).
2. DIRECTION OF METAL DECK SPAN SHOWN THUS ON PLAN.3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS.
FOR FRAMING SEE TYPICAL DETAIL 5-302/S3.07.4. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S3.01 THRU
S3.08.5. ( ) DENOTES UNDERSIDE OF METAL DECK ELEVATION.6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN
ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORDMEMBERS HAVE BEEN INVESTIGATED FOR REVERSE STRESSES DUE TOALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THEFIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECTTO NET UPLIFT PER STEEL JOIST INSTITUTE.
7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM FLANGES.INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE APPLIED.
8. RAIN LEADER SHOWN THUS R.L. ON PLAN. SEE PLUMBING DRAWINGSFOR SIZE AND LOCATIONS.
9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
10. DENOTES FLAT ROOF.
11. PROVIDE MOMENT CONNECTION AT BEAMS SHOWN THUS ONPLAN.
12. COLUMN DESIGNATIONS SHOWN THUS ON PLAN. FOR COLUMNSCHEDULE, SEE DRAWING S5.01.
13. DENOTES COLUMN STOP AT THIS LEVEL.
14. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S1.02.
FOUNDATION PLAN NOTES:
1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.01.2. FOR FOOTING SIZE AND REINFORCING, SEE SCHEDULE ON THIS DRAWING.3. ( ) DENOTES TOP OF FOOTING ELEVATION.4. TOP OF FOOTING: ELEVATION @ INTERIOR = (-1' - 4")
TYPICAL U.N.O.ELEVATION @ EXTERIOR = (-1' - 4")TYPICAL U.N.O.
5. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS.6. TYPICAL WALL REINFORCING SCHEDULE:
A. 8" CMU EXTERIOR WALL REINFORCING WITH (1)-#5 AT 24"O.C. VERTICAL.
B. INDICATES (1)-#5 IN GROUT FILLED CELL.C. PROVIDE ADDITIONAL (1)-#5 VERTICAL IN FIRST (2) CELLS EACH SIDE OFALL WALL OPENINGS, CORNERS AND INTERSECTIONS.
7. COLUMN DESIGNATION SHOWN THUS ON PLAN. FOR SIZE ANDREINFORCING SEE SCHEDULE ON S5.01.
8. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITHDOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATIONSHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLEAT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0".
WALL OPENING CORNER INTERSECTION
C1
T/COLUMN ELEVATION
COLUMN TYPE
CARRIED COLUMN
SLAB ON GRADE PLAN NOTES:
1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER ONCOMPACTED SUB-BASE AS PER GEOTECHNICAL REPORT REINFORCEDWITH 6x6xW2.1xW2.1 W.W.F. (FLAT SHEETS) CENTERED IN SLAB.SUPPORT WELDED WIRE FABRIC WITH 2" SLAB BOLSTER OR APPROVEDEQUAL @ 3'-0"(±) O.C. BOTH WAYS. USE OF CONCRETE BRICK IS NOTALLOWED.
2. VAPOR BARRIER REQUIREMENTS/APPLICATION/INSTALLATION SHALL BEDONE AS PER ARCHITECTURAL OR MOISTURE CONSULTANT DOCUMENTSAND RECOMMENDATIONS. IF NONE ARE AVAILABLE, AT A MINIMUM THEFOLLOWING RECOMMENDATIONS SHALL BE FOLLOWED.
A. VAPOR BARRIER SHALL CONFORM TO ASTM E-1745 , MEETS OREXCEEDS CLASS "B".
B. VAPOR BARRIER INSTALLATION SHALL FOLLOW MANUFACTURER'SINSTRUCTIONS AND ASTM E 1643-98.
C. UNROLL VAPOR BARRIER WITH THE LONGEST DIMENSION PARALLELWITH THE DIRECTION OF THE POUR.
D. LAP VAPOR BARRIER OVER FOOTINGS AND SEAL TO FOUNDATIONWALLS.
E. OVERLAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER’S TAPE.F. SEAL ALL PENETRATIONS (INCLUDING PIPES) WITH MANUFACTURER’S
PIPE BOOT.G. NO PENETRATION OF THE VAPOR BARRIER IS ALLOWED EXCEPT FOR
REINFORCING STEEL AND PERMANENT UTILITIES.H. REPAIR DAMAGED AREAS BY CUTTING PATCHES OF VAPOR BARRIER,
OVERLAPPING DAMAGED AREA 6 INCHES AND TAPING ALL FOURSIDES WITH TAPE.
3. TOP OF SLAB ELEVATION SHOWN THUS '- " ON PLAN EQUALSREFERENCE EL., FOR ACTUAL EL., SEE CIVIL DRAWINGS.
4. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S1.01.5. FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON
PLAN SEE ARCHITECTURAL DRAWINGS.6. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS.
7. COLUMN DESIGNATION SHOWN THUS ON PLAN. FOR SIZE ANDREINFORCING SEE SCHEDULE THIS DRAWING.
8. COORDINATE LOCATION OF (CJ) CONTROL JOINTS (SAWCUTS & TOOLEDJOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DRAWINGS. CONTROLJOINTS AT EXPOSED TO WEATHER WALKWAYS SHALL BE TOOLED JOINTSSEE TYPICAL DETAIL 3-201 ON S3.02.
10. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITHDOWELS TO MATCH, U.N.O. ALL CELLS AT REINFORCING LOCATIONSHALL BE FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLEAT BASE WHEN POUR HEIGHT IS GREATER THAN 4'-0".
11. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALLPENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE APRECAST LINTEL AT ALL OPENINGS REFER TO TYPICAL DETAIL 4-004ON S3.03.
12. MASONRY CONTROL JOINT SHOWN THUS MCJ ON PLAN. MAXIMUMSPACING OF JOINTS = 24' - 0", SEE TYPICAL DETAIL 4-002 ON S3.03,COORDINATE LOCATION WITH THE ARCH. BUILDING ELEVATIONS.
C1
T/COLUMN ELEVATION
COLUMN TYPE
CARRIED COLUMN
CJ
CJ
CJ
SEE SLABNOTES
0' - 0"
SEE SLABNOTES
0' - 0"
R
Q
P
16' -
0"
24' -
0"
12
13
20' - 0"
W8-5-24S
W8-5-24S
W8-5-24S
W8-5-24S
W8-5-24S
S16S4.07
S15S4.07
R
Q
P12
13
20' - 0"
16K2
16K2
16K2
16K2
16K2
16K2
8 1/
4"
16' -
0"
24' -
0"
8 1/
4"
T/WALL 11' - 2"
T/WALL 10' - 8"
CONT. HORIZ.UPLIFT BRIDGINGPER MANUF.
T/WALLVARIES
T/WALL VARIES
1/4" / 12"
SLOPE
CONT. L4X4X1/4CLOSUREANGLE, TYP.
S16S4.07
S15S4.07
R
Q
P12
13
S16S4.07
S15S4.07
16' -
0"
24' -
0"
W8-5-24S
W8-5-24S
W8-5-24S
W8-5-24S
2.5WF2.0
2.5WF2.0
2.5WF2.0
2.5W
F2.0
2.5W
F2.0
20' - 0"
W8-5-24S
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:48
PM
1442
S2.05SHED FRAMING PLAN
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
57
RBIDJM
WALL SCHEDULE
TYPE DESCRIPTIONA8-5-8S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 8" O.C.A8-5-24S 8" ATLAS BRICK LOAD BRG WALL REINF. W/ #5 @ 24" O.C.
C12-5-24D 12" CONCRETE WALL REINF. W/ (2)#5 AT 24" O.C. EACH WAY, EACH FACEW8-5-24S 8" CMU LOAD BRG.WALL REINF. W/ #5 AT 24" O.C.
WALL FOOTING SCHEDULE
MARK* WIDTH DEPTHTOP & BOTT.REINF. CONT.
TOP & BOTT.REINF. TRANSV. REMARKS
2.5WF2.0 2' - 0" 1' - 4" 3-#5 #4 @ 24"2.5WF2.5 2' - 6" 1' - 4" 3-#5 #4 @ 24"2.5WF3.0 3' - 0" 1' - 4" 4-#5 #4 @ 16"2.5WF4.0 4' - 0" 1' - 4" 4-#5 #5 @ 16"
SCALE: 1/8" = 1'-0"S2.05SHED SLAB ON GRADE PLAN2
SCALE: 1/8" = 1'-0"S2.05SHED ROOF FRAMING PLAN3
SCALE: 1/8" = 1'-0"S2.05SHED FOUNDATION PLAN1
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
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(U.N
.O.)
IN P
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S.
SLAB ON GRADE EDGE 3-007
FINISH FL.EL. SEE PLAN
11
ADJACENT TO NON-CONCRETE
ADJACENT TO CONC PAVEMENT
1'-0"
11
1'-0"
1'-0
"M
INIM
UM
1'-0
"M
INIM
UM
FINISH GRADESEE SITE DWGS.
1-#5 CONT. TOP
3" CLR
3" CLR
CONC PAVEMENTSEE SITE DWGS.
1-#5 CONT. TOP
2-#5 CONT.BOTTOM
2-#5 CONT.BOTTOM
FINISH FL.EL. SEE PLAN
TYPICAL STEEL COLUMNISOLATION JOINT DETAIL 3-013
3" MIN. (TYPICAL)
STEEL COLUMNSEE PLAN ANDSCHEDULE
FILL W/ CONC.SAME CAPACITYAS SLAB
JOINT FILLER TOEXTEND FULLDEPTH OF JOINTBASE PLATE
SEE SCHEDULE
ANCHOR BOLTSSEE SCHEDULE
NOTE:FOOTING & SLABREINFORCEMENT NOTSHOWN FOR CLARITY
1-#3 TOP(4 SIDES)
PREMOLDED JT.FILLER & SEALANT
PIER OR FTG.BELOW
PREMOLDED JOINTFILLER & SEALANT
NO KEY @ COL.POCKET (TYP.)
KEYED CONSTR.JOINT (TYPICAL)
TYP. COLUMNISOLATION JOINT DETAIL 3-014
X
KEYED CONSTR.JOINT (TYP.)
NO KEY @ COL.POCKET (TYP.)
FILL W/ CONC.SAME CAPACITYAS SLAB
PLAN
SECTION X
PREMOLDED JOINTFILLER & SEALANT
NOTE:FTG, SLAB & COLREINFORCEMENT NOTSHOWN FOR CLARITY.
1- #3 TOP(4 SIDES)
PIER OR FTGBELOW
JOINT FILLER TOEXTEND FULLDEPTH OF JOINT
6" MIN
.
CONCRETE COLUMNSEE PLAN ANDSCHEDULE
TYPICAL BOLLARD DETAIL
INTERIOR/REMOVABLE EXTERIOR
3-020
(3)-9"ø #4 TIES
PIPE SLEEVE GROUTED
THICKEND SLAB
(4)-9"ø #4 TIES
ROUNDED CONC.TOP 1/2" CROWN
GALV. HSS6.00x0.125CONC. FILLED STEELPIPE PAINTED SAFETYYELLOW
ROUNDED CONC.TOP 1/2" CROWN
GALV. HSS6.00x0.125CONC. FILLED STEELPIPE PAINTEDSAFETY YELLOW
1/2" PREMOLDEDEXP. JT. WHERECONC. OCCURS
2' - 0" ø
3"2'
- 9"
.4'
- 0"
.
EXTERIOR
1' - 0"
3"
MIN
.
1' -
0"
4' -
0".
T/ SLABSEE PLAN
3-054
9"MIN.
12"
9"MIN.
9"MIN.
9"MIN.
12"
3"CLR.
6"CLR.
6"CLR.
6"
3" CLR.3" CLR.
3" CLR.
11
11
BANK OF PIPES DETAIL
SINGLE PIPE DETAIL
REINF. TO MATCHNUMBER & SIZEOF BOTT. REINF.OF FTG.
PIPE SLEEVE TOBE 2" LARGERTHAN PIPE
REINF. TO MATCHNUMBER & SIZEOF BOTT. REINF.OF FTG.
PIPE SLEEVE TOBE 2" LARGERTHAN PIPE
PIPE SLEEVE DETAILAT FOUNDATION TYP STEPPED FTG DETAIL 3-055
CONT. WALLFOOTING
NOTE 2
NO
TE 1a
2a MIN.MIN.1'-0"NOTE 3
a
11
NOTE 3
NOTE 4
NOTE:
1. DIMENSION "a" TO BE KEPT IN BLOCK COURSING NOTTO EXCEED 1'-4" AT MASONRY WALLS OR 1'-6" ATCONCRETE WALLS.
2. FOOTING REINF. IN ALL BLOCK FOUNDATION WALLS2-#5 CONT. (EXTEND THRU SPREAD FOOTINGS U.N.O.).
3. DIMENSION = LAP TYPE "B" MINIMUM.4. DOWELS AS REQUIRED.
TYP. COLUMN SECTIONS & TIE SCHEDULE 3-061
1'-6" STAGGER FOR #3
2'-1" STAGGER FOR #4
SIZE AND SPACING OF COL. TIESB
A
#5
8" 10" 12" 14" 16" 18" 20" 22" 24" ORMORE
#6
#7
#8
#9,#10
#11#14,& #18
#3@10
#3@10
#3@10
#3@10
#3@10
#3@10 #3@10 #3@10 #3@10 #3@10 #3@10 #3@10
#3@12
#3@12
#3@12
#3@12
#3@12 #3@12 #3@12 #3@12 #3@12 #3@12
#3@14
#3@14
#3@14
#3@14 #3@14 #3@14 #3@14 #3@14
#3@16
#3@16
#3@16 #3@16 #3@16 #3@16
#3@18
#3@8
#3@8
#3@8
#3@8
#3@8
#3@18 #3@18 #3@18
#4@8 #4@10 #4@12 #4@14 #4@16 #4@18 #4@20 #4@22 #4@22
A = SIZE OF VERTICAL REINF.B = LEAST DIMENSION OF COLUMN
4 BARS 6 BARS 8 BARS
10 BARS 12 BARS 14 BARS
16 BARS WALL TYPE COLUMN
4 BARS 5 OR MORE BARS
ROUND COLUMNSW/ SPIRALS
TIES IN ROUND COLUMN
NOTE 4
X XXX
XX
NOTE 1
XX
NOTE 1
NOTE 1
NOTE 1
X X XX
X X
MIN. 3 SPACERSPER SPIRAL
NOTES:
1. THESE BARS MUST BE TIED AS SHOWN BY DASHEDLINES WHEN "X" DISTANCE IS OVER 6 INCHES ANDNEED NOT BE TIED WHEN "X" IS 6" OR LESS.
2. MINIMUM CLEAR COVER 1 1/2" TO TIES (2" FOREXPOSED CONDITION).
3. FOR VERTICAL COLUMN REINFORCING, SEE PLAN ANDCOLUMN SCHEDULE.
4. FOR SPIRAL SEE COLUMN SCHEDULE.
EMBEDED COLUMN 5-600
MASONRY CONTROLJOINT, SEE ARCH DWG'S
FILL CELLS FULL HEIGHTSOLID WITH MORTAR ATHSS COLUMN
MASONRY CONTROLJOINT, SEE ARCH DWG'S
8" ATLAS BLOCK,SEE PLAN
VERT REINF (1) EACHSIDE OF COLUMN ATMASONRY CONTROLJOINT (TYP)
COL ISOLATION JOINT,SEE PLAN
CONTROL JOINT(CJ). SEE PLAN
HSS COL, SEEPLAN
BASE PLATE AND ANCHBOLTS, SEE PLAN
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:31:55
PM
1442
S3.01TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
58
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
TE:
IN C
ASE
OF
CO
NFL
ICT
BETW
EEN
INFO
RM
ATIO
N S
HO
WN
ON
TH
IS D
RAW
ING
, SEC
TIO
N D
RAW
ING
S O
R A
RC
HIT
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DR
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GS,
IT IS
TH
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ON
TRAC
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'S R
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BILI
TY T
O IN
FOR
M T
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AND
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OF
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FLIC
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UN
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(U.N
.O.)
IN P
LAN
S.
TYPICAL CONCRETE BEAM BAR PLACEMENT DIAGRAM 3-062
0" 0"
L1 L2 L3
2" START OFSTIRRUPS TYPICAL
LAP BOTTOM STEELOVER SUPPORTS
SEE BEAM SCHEDULEFOR STIRRUP SPACING
NOTE:
1. WHERE TOP & BOTTOM BARS ARE IN MULTIPLE LAYERS, PROVIDE 1" CLEAR BETWEEN LAYERSTYPICAL.
2. SEE TENSION AND COMPRESSION LAP SPLICE TABLES FOR PROPER LAP AND CONCRETESTRENGTH.
3. ALL BOTTOM LAYERS OF STEEL MUST BE LAPPED OVER CENTERLINE OF SUPPORT.4. ALL TOP AND INTERMEDIATE LAYERS OF STEEL MUST BE LAPPED AT MID-SPAN OF BEAM.5. SEE CONCRETE BEAM SCHEDULE FOR ALL BEAM REINFORCING AND SEE FRAMING PLANS FOR
BEAM DESIGNATION AND PLACEMENT.
COLUMNSUPPORT
COLUMNSUPPORT
COLUMNSUPPORT
TYPICAL CONCRETECOVER FOR REINF. BARS 3-064
THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONEBAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THEGREATER.
SLABS (LT.WT. CONC. OR STONE CONC.)
GIRDERS AND BEAMS (TO STIRRUPS)
JOISTS (STONE OR LT.WT.) BOTTOM BARS
TIED COLUMNS AND PIERS
SURFACE EXPOSED TO EARTH AND WEATHER
OTHER SURFACES
FOUNDATION ELEMENTS
FORMED SURFACES
SURFACES PLACED AGAINST EARTH
WALLS
SURFACES EXPOSED TO EARTH
SURFACES EXPOSED TO WEATHER
OTHER SURFACES
1"
1 1/2"
1 1/4"
2"
1 1/2"
2"
3"
2"
1 1/2"
1"
(TO TIES)
(TO TIES)
TENSION AND COMPRESSION LAP SPLICES WITH F'c = 3000 PSI 3-065
COMPRESSIONLAP SPLICES
TENSION LAP SPLICES
#3
LAP LENGTH PER SPACING AND COVER CASECASE 1
TOP BARS OTHER BARSSIZEBAR LAP
CLASS
2822
CASE 2OTHER BARSTOP BARS
BA
2217
4232
3225 12
#4 3729
BA
2922
5643
4333 15
#5 4736
BA
3628
7054
5441 19
#6 5643
BA
4333
8464
6450 23
#7 8163
BA
6348
12294
9472 26
#8 9372
BA
7255
139107
10782 30
#9 10581
BA
8162
157121
12193 34
#10 11891
BA
9170
177136
136105 38
#11 131101
BA
10178
196151
151116 42
f'c = 3000 PSI, NORMAL WEIGHT
NOTES:
CASE 1
BEAMS AND COLUMNS:CONCRETE COVER >/= TO BAR DIAMETER, C-C BARSPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPSOR TIES THROUGHOUT TENSION LAP SPLICE LENGTH
NOTLESS THAN THE CODE MINIMUM.
OTHER MEMBERS:CONCRETE COVER >/= TO THE BAR DIAMETER AND C-CBAR SPACING >/= TO 3X BAR DIAMETER.
CASE 2
BEAMS AND COLUMNS:CONCRETE COVER < BAR DIAMETER AND C-C BARSPACING < 2X BAR DIAMETER.
OTHER MEMBERS:CONCRETE COVER < BAR DIAMETER OR C-C BARSPACING < 3X BAR DIAMETER.
* LAP CLASS "B" IS TO BE USED UNLESS OTHERWISESPECIFIED IN THESE CONTRACT DOCUMENTS.
TENSION AND COMPRESSION LAP SPLICES WITH F'c = 4000 PSI 3-066
COMPRESSIONLAP SPLICES
TENSION LAP SPLICES
#3
LAP LENGTH PER SPACING AND COVER CASECASE 1
TOP BARS OTHER BARSSIZEBAR LAP
CLASS CASE 2OTHER BARSTOP BARS
BA 12
#4 BA 15
#5 BA 19
#6 BA 23
#7 BA 26
#8 BA 30
#9 BA 34
#10 BA 38
#11 BA 42
f'c = 4000 PSI, NORMAL WEIGHT
NOTES:
CASE 1
BEAMS AND COLUMNS:CONCRETE COVER >/= TO BAR DIAMETER, C-C BARSPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPSOR TIES THROUGHOUT TENSION LAP SPLICE LENGTH
NOTLESS THAN THE CODE MINIMUM.
OTHER MEMBERS:CONCRETE COVER >/= TO THE BAR DIAMETER AND C-CBAR SPACING >/= TO 3X BAR DIAMETER.
CASE 2
BEAMS AND COLUMNS:CONCRETE COVER < BAR DIAMETER AND C-C BARSPACING < 2X BAR DIAMETER.
OTHER MEMBERS:CONCRETE COVER < BAR DIAMETER OR C-C BARSPACING < 3X BAR DIAMETER.
* LAP CLASS "B" IS TO BE USED UNLESS OTHERWISESPECIFIED IN THESE CONTRACT DOCUMENTS.
2419
1915
3628
2822
3225
2519
4837
3729
4031
3124
6047
4736
4837
3729
7256
5643
7054
5442
10681
8163
8062
6248
12193
9371
9170
7054
136105
10581
10279
7961
153118
11891
11387
8767
170131
131101
EDGE BEFOREREMOVING BULKHEADEDGE TO MATCHCONSTRUCTION JOINT
VAPOR BARRIER
BULKHEAD DETAILS FOR CONSTRUCTION JOINT
TYPICAL SLAB ON GRADE JOINT DETAILS
MAX
. = 1
5'-0
"U
.N.O
.
SLAB PLACEMENT SEQUENCE
CONSTRUCTION JOINT
SAWED CONTROL JOINT
INFILLSTRIPS
SAWED CONTROL JOINT DETAIL
MAX. = 15'-0"U.N.O.
T/4 MIN.
STRIPSCAST FIRST
T T
1/4" MAX.
3-201
BREAK BOND TO LATERCOMPOUND TO THE SIDESOF THE EARLIER POUR
T/4
(1 1
/2"
MIN
.)
T/10 (3/4" MIN.)
METAL KEY
BULKHEAD OF2" LUMBER.
SAWED JOINT TOBE FILLED WITHFIELD MOLDEDFILLER-SEE SPECS.
NOTES:
1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH AS INDICATED ON THE "CONCRETE AND REINFORCING" NOTES.
2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE CONCRETE - SEESPECIFICATIONS.
3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER-CEMENT RATIO ASINDICATED IN SPECS AND OR NOTES.
4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" AWAYFROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL.
5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A MASONRYCUTTING BLADE. CUTTING SHALL BE DONE AS SOON AS CONCRETEHARDENS ENOUGH SO THAT THE BLADE DOES NOT DISLODGE THEAGGREGATES.
6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP CUT2" SHORT.
7. SLAB REINFORING NOT SHOWN FOR CLARITY.
MONUMENT SIGN WALL 3-998
3' - 0"
1' -
4"
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
GROUT ALL CELLSSOLID BELOW GRADE
CONT. WALL FTG.REINF. W/ (4) #5CONT. & #4 @ 16"O.C. TRANS. W/ STDACI HOOK
8" ATLAS BRICK WALLW/ (1) #5 @ 32" O.C.SEE ARCH. DWG'S FORDIMENSIONS
T/WALL2' - 0"
8" BOND BEAM W/(2) #5 CONT.
T/SIGN6' - 0" MAXMONUMENT SIGN
AND CONNECTIONBY DELEGATEDENGINEER
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:02
PM
1442
S3.02TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
55
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
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IN C
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IN P
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S.
TYPICAL SLAB ON GRADE DETAILS 3-202
FINISHGRADE
1-#5 CONT.
MIN.
NOTE 5
2d ORt MIN.
2-#5 CONT.
11
NOTE 2
NOTE 3
d
AT DEPRESSION
2" MAX.1" MIN.
EXTERIORPLATFORM
ANCHORED ANGLE INDEPRESSION. WELDEDTO STRINGER
W.W.F.
2-#5 CONT.
NOTE 1
STAIRSTRINGER
AT STAIR
2-#5 CONT.
HAUNCH AT PARTITION(NO JOINT)
8" OR LARGERMASONRY NON-BEARING PARTITION
8"8"
12"
8"8"
12"
12"
1'-4"
12"
UNLESS NOTED ON PLANS:
1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING.2. SLABS SHALL BEAR ON COMPACTED FILL.3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARIER AT HAUNCHES.).
SEE SPECS.4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO LAYERS OF
WELDED WIRE FABRIC BOTTOM, U.N.O5. FOR DEPRESSIONS - SEE ARCHITECTURAL DRAWINGS.6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS.7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WIRE AT
SAWCUT JOINT.8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION JOINT TO
BE NOT MORE THAN 25 FEET FROM WALL.9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE
ARCHITECTURAL DRAWINGS.
TYP. JOINT IN 8" SLAB 3-999
0".T/FIN. FLR
EL.(SEE PLAN)
8" CONC. SLAB SEEPLAN FOR REINF.
2".
3".
5/8" DIA. SMOOTH BAR x 16" LONGGREASE ONE END OF DOWELSPACE DOWELS AT 24" O.C.
TYP MASONRY WALL DETAIL 4-001
LAP
SPLI
CE
ELEVATION PLAN
SEE
DET
. 4-0
23
NOTE:
PROVIDE INSPECTION PORT AT BOTTOM OF LIFT.IF GROUT LIFT IS GREATER THAN 4'-0".
9 GAGE TRUSSTYPE REINF.@ 16" O.C.VERT
VERT. WALLREINF. SEE PLANAND SECTIONS
MASONRY CONTROL JOINT 4-002
AT REGULAR BLOCKS
AT CONC. BM'S/KNOCK-OUT BLOCKS
NOTE: DISCONTINUE HORIZ REINF AT JOINT
NOTE: DISCONTINUE HORIZ REINF AT JOINT
NOTE:1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 24'-0" OR THREE TIMES
WALL HEIGHT (WHICH EVER IS SMALLER)
STOP HORIZ. REINF. OFCONC. BM./KNOCK-OUTBLOCKS @ JOINT EXCEPT@ ROOF DIAPHRAGM
VERT. WALL REINF.SEE PLAN
WIRE TIE BARS ONONE SIDE OF JOINT
2 5/8"ø X 3'-0" SMOOTH BARS,GREASE ONE END TO BREAKBOND.PREMOLDED
RUBBER INSERT
CAULK EA. SIDEOF JOINT
PREMOLDEDRUBBER INSERT
VERT. WALL REINF.SEE PLAN
CAULK EA. SIDEOF JOINT
TYPICAL LINTEL OVERDUCT OPENING 4-004
8"MIN
SEE
ARC
H.
8"
8"MIN
PRECAST LINTEL BYPRECAST MANUF. IFOPENING IS ABOVECEILING USE LINTEL &IF OPENING IS BELOWCEILING USE U-BLOCKAS SHOWN IN DETAIL4-005
LINTELS FORWALLS SHOULDHAVE A CAPACITYOF 1500 PLF, U.N.O.
DOWEL AT LOCATIONSWHERE OPENINGCONFLICTS W/ TYP.WALL REINF.
PROVIDE LINTEL ATOPENINGS THATEXCEED 16" WIDE
TYPICAL LINTELOVER OPENING 4-005
OPE
NIN
G (S
EE A
RC
H.)
8"
OPENING (SEE ARCH.)
8"MIN
8"MIN
LINTELS FOR WALLSSHOULD HAVE ACAPACITY OF 1500PLF, U.N.O.
PROVIDE LINTEL W/SLOT AT END TOALLOW FOR VERT.BAR REINF. TO PASSTHRU CONTINUOUS
PRECAST LINTEL SEESCHEDULE 4-033
(2) ADD'L VERTICALBAR ON EACH SIDEOF OPENING
FIN. FLOORSEE PLAN
ATLAS BRICK WALL REINFORCING LAYOUT 4-009
NOTE #5 TYP.
CONTROL JOINTSEE NOTE #10
NOTE #9 TYP.
NOTES #1, #2TYPICAL
NOTE #8 TYP.
MAX. SPACING 24'-0"
NOTE #7 TYP.
NOTE #4 TYP.
NOTE #3 TYP.
LAP
SPLI
CE
SEE
DET
AIL
4-02
3
NOTES:
1. VERTICAL WALL REINFORCING SHALL ALIGN WITHVERTICAL FOUNDATION DOWELS. DOWELS SHALL BEPLACED AS SHOWN ON DETAILS WITH STANDARD ACIHOOK DIRECTLY ON TOP OF BOTTOM LAYER OFFOOTING REINFORCING. REFER TO WALLREINFORCING SCHEDULE ON PLAN FOR SIZE ANDSPACING.
2. TYPICAL VERTICAL WALL REINFORCING TO BEPLACED AS SHOWN ON DETAILS. GROUT CELLS FULLTHAT CONTAIN REINFORCEMENT.
3. REFER TO LINTEL SCHEDULE FOR SIZE, LOCATIONAND QUANTITY OF LINTEL REINFORCEMENT.
4. VERTICAL REINFORCING BARS MAY BE SPLICED IN6'-0" TO 8'-0" LENGTHS.
5. HORIZONTAL WALL REINFORCING SHALL BE TRUSSTYPE AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOWGRADE UNLESS OTHERWISE NOTED ON PLANS ANDDETAILS. DISCONTINUE AT CONTROL JOINTS.
6. CONTRACTOR SHALL USE THE LOW LIFT METHOD OFGROUTED MASONRY CONSTRUCTION UNLESS CLEANOUTS ARE PROVIDED AT EACH VERTICALREINFORCING BAR.
7. REFER TO PLANS AND DETAILS FOR SIZE ANDLOCATION OF BOND BEAMS AND QUANTITY OFREINFORCING. LAP REINFORCING 24" MINIMUM.DISCONTINUE BOND BEAMS AT CONTROL JOINTS.
8. REFER TO LINTEL SCHEDULE NOTES FOR VERTICALBARS ADJACENT TO OPENING.
9. PROVIDE VERTICAL WALL REINFORCING IN FIRSTCELL NEXT TO CONTROLJOINTS/CORNERS/OPENINGS. TYPICAL.
10. VERTICAL CONTROL JOINTS SHALL TERMINATE ATTOP OF FOOTING.
11. PROVIDE CORNER BARS TO MATCH TYPE ANDQUANITY OF HORIZONTAL WALL REINFORCING,TYPICAL.
(2)-#5 BARS TYP.ABOVE & BELLOWOPENING
TYPICAL HAUNCH ATMASONRY WALLS 4-011
11
31" F
OR
#5'
S25
" FO
R #
4'S
MIN
.
3" CLR
.
1'-0
"
2'-0" MIN.
SEE FNDN PLANFOR MASONRY SIZE& REINFORCING
DOWELS TO MATCHVERT. WALL REINF.(FILL VOIDS SOLIDWITH MORTAR ATDWLS.)
#4 @ 24" TRANSV.
2-#5 CONT. BOTT.
S.O.G. SEE PLANFOR SIZE & REINF.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:11
PM
1442
S3.03TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
60
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
TE:
IN C
ASE
OF
CO
NFL
ICT
BETW
EEN
INFO
RM
ATIO
N S
HO
WN
ON
TH
IS D
RAW
ING
, SEC
TIO
N D
RAW
ING
S O
R A
RC
HIT
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RAL
DR
AWIN
GS,
IT IS
TH
E C
ON
TRAC
TOR
'S R
ESPO
NSI
BILI
TY T
O IN
FOR
M T
HE
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AND
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OF
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ON
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T IN
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(U.N
.O.)
IN P
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S.
4-012PARTIAL ATLAS BRICKWALL SECTION
3" CLR
.
SEE PLAN
SEE
PLAN
1/2" PREMOLDEDJT. FILLER ANDSEALANT
CONC. FILL SOLID ALLCELLS BELOW S.O.G.
CONC. S.O.G.SEE FNDN PLANFOR BAL. OF INFO
CONC. FTG. - SEEFNDN PLAN & SCHEDFOR SIZE & REINF
ALT DIRECTIONOF HOOK
SEE FNDN PLAN FORMASONRY SIZEAND REINFORCING
DOWELS TO MATCHVERT. WALL REINF.
T/ SLABSEE PLAN
4-015PARTIAL ATLAS BRICKWALL SECTION
1/2" PREMOLDEDJT. FILLER ANDSEALANT
CONC. FILL SOLID ALLCELLS BELOW S.O.G.
CONC. S.O.G.SEE FNDN PLANFOR BAL. OF INFO
CONC. FTG. - SEEFNDN PLAN & SCHEDFOR SIZE & REINF
ALT DIRECTIONOF HOOK
SEE FNDN PLAN FORMASONRY SIZEAND REINFORCING
DOWELS TO MATCHVERT. WALL REINF.
T/ SLABSEE PLAN
SEE PLAN 3" CLR
.
SEE
PLAN
4-017
SLAB HAUNCH BEARINGON ATLAS BRICK WALL SECTION
11
1/2" PREMOLDEDJT. FILLER ANDSEALANT
CONC. FILL SOLID ALLCELLS BELOW S.O.G.
#4 AT 32" O.C.BEND BARSINTO SLAB
CONC. S.O.G.SEE FNDN PLANFOR BAL. OF INFO
(1) #5 CONT.
CONC. FTG. - SEEFNDN PLAN & SCHEDFOR SIZE & REINF
ALT DIRECTIONOF HOOK
T/ FTG.SEE PLAN
SEE PLAN 3" CLR
.
SEE
PLAN
8".
4-021
CONCRETE COLUMN TOMASONRY CORNER CONNECTION
3/4"EXP. JT.
CONT. DOVETAIL SLOTW/ 9 GAGE TIES AT16" O.C. VERT. TYP.
CAULK EACH SIDE
(1) #5
COMPRESSIVEMATERIAL
CONCRETECOLUMN, SEESCHEDULE FORREINF.
4-022
CONCRETE COLUMN TOMASONRY CONNECTION
CONT. DOVETAIL SLOTW/ 9 GAGE TIES AT16" O.C. VERT. TYP.
CONCRETE COLUMNSEE PLAN FOR SIZEAND REINF.
4-023
LAP SPLICE SCHEDULE SINGLEREINFORCED 8" ATLAS BRICK WALL
REMARKSLAP SPLICEBAR SIZE
24
18
36
30
48
54
42
#4
#3
#6
#5
#8
#9
#7
LAP SPLICE SCHEDULE FORSINGLE REINFORCED 8" ATLAS BRICK WALL
NOTES:
1. LENGTH OF SPLICES ARE BASED ON FLORIDA BUILDING CODE2014.
2. LAP SPLICES INDICATED ARE IN INCHES.3. THIS SCHEDULE IS FOR 8" ATLAS BRICK ONLY.4. SEE DETAIL FOR LAP SPLICE SCHEDULE FOR DOUBLE
REINFORCED 8" CMU.
4-025
LAP SPLICE SCHEDULE DOUBLEREINFORCED 8" ATLAS BRICK WALL
REMARKSLAP SPLICEBAR SIZE
24
18
30
#4
#3
#5
LAP SPLICE SCHEDULE FORDOUBLE REINFORCED 8" ATLAS BRICK WALL
NOTES:
1. LENGTH OF SPLICES ARE BASED ON FLORIDA BUILDING CODE2014.
2. LAP SPLICES INDICATED ARE IN INCHES.3. THIS SCHEDULE IS FOR 8" ATLAS BRICK ONLY.
7 5/8"
1 1/4" 1/2"
4-031
4-005
VERTICAL REINF.SEE PLAN
PRECAST LINTELSEE SCHEDULE 4-033
TYP. PRECAST LINTEL SECTION
BOTT. LINTELSEE ARCH.
4-032
TYP. CAST IN PLACE LINTEL
VERTICAL REINF.SEE PLAN
DESIGNER NOTE #1
CAST IN PLACELINTEL, SEESCHEDULE 4-033
BOTT. LINTELSEE ARCH.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:17
PM
1442
S3.04TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
61
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
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.O.)
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S.
4-033TYP. ATLAS BRICK LINTEL DETAIL & SCHEDULE
ATLAS BRICK SCHEDULE
TYPE-B
TYPE-A
8"
24" (TYPE B)
16" (TYPE A)
40" (TYPE C)
(2) #5
(2) #4
(2) #6
(2) #5
(2) #5
(2) #6
WALLWIDTH
24" N
OM
INAL
WALLWIDTH
16" N
OM
INAL
WALLTHICKNESS
LINTELDEPTH
BOTTOMREINFORCING
TOPREINFORCING
STIRRUPS& SPACING NOTES
NOTES:
1. AT ALL ATLAS BRICK DOOR OPENINGS, USE 16" ATLAS BRICK SOLDIER COURSE.2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" BEYOND
FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE FIRST TWOVERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED AND CONTAIN (2) -#5 VERTICAL EACH FACE.
NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BEGROUTED TO LINTEL LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF LEVEL.
3. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OFOPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON EITHERSIDE.
4. BRICK LINTEL BEARING SHALL BE SHORED DURING CONSTRUCTION ANDSHORING SHALL REMAIN IN PLACE UNTIL LINTEL DEPTH ATTAINS 75% OFSPECIFIED CONCRETE STRENGTH.
SEE SCHEDULEFOR REINF. TYP.
CONCRETEFILLED TYP.
CLEARSPAN
#3 @ 8"
#3 @6"
#3 @ 8"
1 THRU 4
1 THRU 4
1 THRU 4
UP TO 12' - 0'U.N.O. IN PLAN
UP TO 6' - 0"U.N.O. IN PLAN
UP TO 18' - 0"
8"
8"
NOTE 1
NOTE 1
TYPE-C
WALLWIDTH
40" N
OM
INAL
SEE SCHEDULEFOR REINF. TYP.
CONCRETEFILLED TYP.
NOTE 1
CMU LINTEL SCHEDULE
8" 8" (TYPE A) -(2) #5
WALLTHICKNESS
LINTELDEPTH
BOTTOMREINFORCING
TOPREINFORCING
STIRRUPS& SPACING NOTESCLEAR
SPAN
- -UP TO 9' - 0"U.N.O. IN PLAN
TYPICAL INTERIORWALL BRACE DETAIL 4-061
ANGLE SIZE"L1 & L2"≤
BRACE SCHEDULE
"L2" SEE SCHED."L1" SEE SCHED.
4" X 4" X 1/4"
3" X 3" X 3/16"
2" X 2" X 3/16"
12'-0"
8'-0"
6'-0"
3/16 TYP.
ATLAS BRICKWALL SEEPLAN FOR SIZEAND REINF.
DBL BOND BMW/ 2-#5 CONT.
PL. 4"x4"x1/4" TYP. ATSTEEL JOIST
PL. 6"x6"x3/8" TYP. EA.SIDE OF CMU W/(1)-1/2"ø THRU BOLT
METAL DECKSEE PLAN
NOTE:MAXIMUM SPACING OF WALL BRACING SHALL NOT EXCEED 36 TIMES THEWALL THICKNESS UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS.
TYPICAL INTERIORWALL BRACE DETAIL 4-062
ANGLE SIZE"L1 & L2"≤
BRACE SCHEDULE
"L2" SEE SCHED.
4" X 4" X 1/4"
3" X 3" X 3/16"
2" X 2" X 3/16"
12'-0"
8'-0"
6'-0"
3/16 TYP.
"L1" SEE SCHED.
PL. 4"x4"x1/4" TYP.AT STEEL JOIST
PL. 6"x8"x1/2" W/(2)-3/8"ø HEADEDSTUDS 6" LONG
METAL DECKSEE PLAN
ATLAS BRICK WALLSEE PLAN FOR SIZEAND REINF.
BOND BM W/2-#5 CONT.
NOTE:MAXIMUM SPACING OF WALL BRACING SHALL NOT EXCEED 36 TIMES THEWALL THICKNESS UNLESS NOTED OTHERWISE IN PLANS OR SECTIONS.
TYPICAL INTERIORWALL BRACE DETAIL 4-063
ANGLE SIZE"L1" ≤
BRACE SCHEDULE
(BEYOND)
3/16 TYP.
4" X 4" X 1/4"
3" X 3" X 3/16"
2" X 2" X 3/16"
12'-0"
8'-0"
6'-0"
NOTE:ALTERNATE DIRECTION OF L BRACE AT EACH JOIST.
"L1"
"L1"
PL. 4"x4"x1/4" TYP.AT STEEL JOIST
PL. 6"x8"x1/2" W/(2)-3/8"ø HEADEDSTUDS 6" LONG
METAL DECKSEE PLAN
STEEL JOISTSEE PLAN
DBL. BOND BMW/ 2-#5 CONT.
ATLAS BRICK WALLSEE PLAN FORSIZE AND REINF.
TYPICAL FOR ALL UNIFORMALY DISTRIBUTED ANCHORAGE 4-082
SEE PLAN/SECTION FORMAX SPACING
NOTES:PROVIDE FIRST ANCHOR 6" (MAX) FROM EDGE OF MEMBER (ANGLE, CHANNEL,ETC.).SEE PLAN OR SECTION FOR MAXIMUM SPACING OF BALANCE OF ANCHORS.
SEE PLAN/SECTION FORMAX SPACING
6" 6" 6" 6" 6"
BEAM OVER COLUMN ANDCOLUMN OVER BEAM 5-001FRAMED CONNECTION
AT TUBE/PIPE COLUMN
MAX.D+4 1/2"
MIN.1 1/4"
MIN.1 1/4"
D
MIN.1/4"
(TYP)
MILL COL.
COL.
1/2"
1/2T
-MIN
T-M
AX
3" MIN
BOLTS AS REQUIREDBOLTS AS REQUIRED
1/2T
-MIN
T-M
AX
1 1/4"
3 1/2" MIN
3"3"
d TK
K
SHOP BOLTED CONN. SHOP WELDED CONN.
NOTE #1
5/8" MIN. COL. CAP PLATEWELDED TO COL., LENGTH OFCAP PLATE AS SHOWN. WIDTHOF CAP PL. = BM. FLANGE (OR= TO COL. WIDTH + 1",WHICH- EVER IS LARGER).CONN. PL TO BEAM WITH4-3/4" ø H.S. BOLTS
IF COL. ABOVE USE FOURSTIFFENER PLATES SAMESIZE AS COL. FLANGES,3/8" MIN., IF COL. WEBIS PERPENDICULAR TOBM. WEB USE "T"SECTION. ALL STIFFENERSTO BE FITTED & WELDEDFULL LENGTH.
IF NO COL. ABOVEUSE TWOSTIFFENER PLATES3/8" MIN. UNLESSNOTED, FITTED &WELDED
COL. MAY OCCUR ABOVE FORTYPE SIZE & ORIENTATIONSEE PLAN & COL. SCHED.
BASE PLATESAME AS COL.CAP PLATEDESCRIBEDBELOW.
NOTE: DIMENSIONS SHOWNAS DEFINED BY A.I.S.C.MANUAL OF STEEL CONSTR.
WELDPLATESWHEREVERPOSSIBLE
3/8" PL. MIN.CONT. THRUCOLUMN
TUBE ORPIPE COL.
WELD ASREQ'D.SEENOTE #12L's 5/16"
THK MIN.
NOTES:
1. ALL CONNECTIONS SHALL BEDESIGNED FOR MAX. UNIFORMLOAD CARRYING CAPACITY UNLESSGREATER REACTION IS SHOWN ONPLAN. IN ANY CASE, CONNECTIONS.SHALL NOT BE LESS THAN STD.A.I.S.C. CONNECTION FOR THEPARTICULAR BEAM. DEPTH.
2. DETAILER SHALL SUBMIT FORAPPROVAL, STANDARDCONNECTION DETAILSCONFORMING TO ABOVE DETAILSW/ERECTION DRAWING.SUBMISSION.
3. MILL COLUMNS. TO BEAR ORPROVIDE FULL PENETRATION WELDAT BASE PL'S & CAP PL'S ATCOLUMNS CARRYING BEAMS.
4. AT CONNECTION OF HUNG BEAM.TO CANTILEVERED BEAMS.PROVIDE STANDARD 2 LCONNECTION AS PER NOTE 1 FORLOAD CAPACITY OF HUNG BEAM.
5. WHERE BEAMS FRAME TO FITTEDSTIFFENERS AT COLUMNS PROVIDESHEAR PLATE CONNECTION W/STRENGTH CAPACITY AS PER NOTE1.
6. ALL BOLTS TO BE MIN. 3/4"ø. A-325H.S. BOLTS FRICTION-TYPE UNLESSNOTED OTHERWISE. ALL WELDINGELECTRODES TO BE E70 XX.
2L's 5/16"THK MIN.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:22
PM
1442
S3.05TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
62
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
TE:
IN C
ASE
OF
CO
NFL
ICT
BETW
EEN
INFO
RM
ATIO
N S
HO
WN
ON
TH
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RAW
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, SEC
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N D
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OF
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ERW
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(U.N
.O.)
IN P
LAN
S.
5-005STEEL BEAM TO CONCRETE CONNECTION
W10
EMBED PLATE SCHEDULE
1/2" X 10" X 10"
NO. OF 3/4"øHEADED STUDSPLATE SIZE "A" (IN.) "B" (IN.) "C" (IN.)
4 6" 6 7
W12 1/2" X 10" X 12" 6 6" 4 9
W14 1/2" X 10" X 14" 6 6" 5 11
W16 1/2" X 10" X 16" 8 6" 4 13
W18 3/4" X 10" X 18" 10 6" 3 1/2 15
W21 3/4" X 10" X 21 1/2" 12 6" 3 1/2 18 1/2
W24 3/4" X 10" X 22" 14 6" 3 19
W27 1" X 10" X 25" 14 6" 3 1/2 22
BEAMSIZE
"C"
STEEL BEAMSEE PLAN
2" "A"
2"
2"
2"
"B" T
YP.
DBL L4" X 3" X 3/8"CONNECT TO BEAM W/3/4"ø A325 BOLTS ONHORIZONTAL SLOTTEDHOLES. BOLTS TO BEHAND TIGHTENED TACKWELD NUT TO BOLT ORPLATE WASHER
EMBED PLATESEE SCHEDULE
3/4"ø HEADEDSTUD X 6" LG.
5/16
CONC BEAM / WALLSEE PLAN
HSS4X4 1/2" X 5 1/2" X 5 1/2" 4 1 1/2" 1 1/2 N/A
HSS6X4 1/2" X 7 1/2" X 5 1/2" 4 1 1/2" 3 1/2 N/A
HSS10X4 1/2" X 11 1/2" X 5 1/2" 4 1 1/2" 7 1/2 N/A
NOTE:WHERE EMBED IS REQUIRED AT LOCATIONSWITHOUT A CONCRETE BEAM SAW CUT FACE SHELLOF CMU/ATLAS BRICK AND CAST INTO FILLED CELL
TYP. OPEN WEB JOIST DETAILS - SLOPED ROOF 5-201
SEE
PLAN
@ POINT LOAD BETWEENJOIST PANEL POINTSADD L 2 X 2 X 3/16
OPEN WEBJOISTS SEEPLANS SUPPORTING STEEL
MEMBER-SEE PLAN
2 1/2" MIN.NOTE 1
W.P. (HIGH POINT)EL.- SEE PLAN(UNDERSIDE OFMTL DECK)
2 1/2" MIN.BEARING TYP.
@ POINT LOAD BETWEENJOIST PANEL POINTSADD L 2 X 2 X 3/16
2 1/2" MIN.NOTE 1
W.P. (LOW POINT)EL.- SEE PLAN(UNDERSIDE OFMTL DECK)
NUMBER OF ROWS & TYPEOF BRIDGING PERMANUFACTURERSPECIFICATIONS.SEE PLAN
BLDG. END
SPANDRELBEAM
BRIDGING
ENDBAY
INTERIORBAY
JST. SPACING
TIEBEAM
1/8 3"1/8 3"TYP UNO
COLUMN
NOTES:
1. BEARING ENDS OF SLOPED JOISTS SHALL BE HORIZONTAL TO OBTAIN FULL CONTACT WITH SUPPORTING MEMBERS.2. AT END BAYS, EXTEND ALL BOTTOM CHORDS & CONNECT TO SPANDREL BEAMS.3. CEILING EXTENSIONS ARE REQUIRED FOR O.W.J. ABOVE HUNG CEILING AREAS WHERE SHOWN ON ARCH. DRAWINGS.
5-202
DBL. BOND BEAMREINF. W/ (2) #5CONT. IN KNOCKOUT BLOCK
VERTICAL REINF.CONT. TO TOP OFATLAS BRICKPARAPET WALL
CONT. L4x4x1/4 (LLV) DECKCLOSURE FASTEN TO ATLASBRICK WALL W/ 3/4"ø EXP. BOLTSAT 24" O.C. MAX. EMBED DEPTH =4 1/2"
WELD DECK TOCLOSURE ANGLE
METAL DECK- SEE PLAN
STEEL JOIST- SEE PLAN
CROSS BRIDGING- SEE PLAN
HORIZ. BRIDGINGTYPICAL
L3x3x1/4 W/(1) 5/8"ø x 4 1/2"LONG EXP. BOLT
GROUT CELL SOLIDAT CONNECTION
SECTION AT WALLPARALLEL TO JOIST
T/PARAPET WALLSEE ARCH. DWG
B/BOND BEAMSEE ARCH. DWG
5-203SECTION AT WALLSINGLE BEARING
DBL. BOND BEAMREINF. W/ (2) #5CONT. IN KNOCKOUT BLOCK
VERTICAL REINF.CONT. TO TOP OFATLAS BRICKPARAPET WALL
METAL DECK- SEE PLAN
STEEL JOIST- SEE PLAN
L6x4x1/2 x 11 1/2"LONG (LLH) W/(2) 5/8"ø x 12" LONGHEADED STUDS
CONT. L4x4x1/4 DECKCLOSURE FASTEN TOATLAS BRICK WALL W/3/4"ø EXP. BOLTS AT 24"O.C. MAX. EMBEDDEPTH = 4 1/2"
3/16 3"3/16 3"
T/PARAPET WALLSEE ARCH. DWG
B/BOND BEAM
3/163/16
5-204
VERTICAL REINF.CONT. TO TOP OFATLAST BRICKPARAPET WALL
CONT. L4x4x1/4 (LLV) DECKCLOSURE FASTEN TO ATLASBRICK WALL W/ 3/4"ø EXP. BOLTSAT 24" O.C. MAX. EMBED DEPTH =4 1/2"
WELD DECK TOCLOSURE ANGLE
METAL DECK- SEE PLAN
STEEL JOIST- SEE PLAN
CROSS BRIDGING- SEE PLAN
HORIZ. BRIDGINGTYPICAL
L3x3x1/4 W/(1) 5/8"ø x 4 1/2"LONG EXP. BOLT
CONC. TIE BEAM,SEE PLAN
SECTION AT WALLPARALLEL TO JOIST
T/PARAPET WALLSEE ARCH. DWG
U.S. / MTL DECKSEE PLAN
5-205SECTION AT WALLSINGLE BEARING
CONC. TIE BEAMW/ 2-#6 T&B CONT.#3 @ 18" TIES
VERTICAL REINF.CONT. TO TOP OFCMU PARAPETWALL
METAL DECK- SEE PLAN
STEEL JOIST- SEE PLAN
PL 1/2" X 4" X 6" W/(2) 1/2"ø X 4" LG.HEADED STUDS
CONT. L3x3x1/4DECK CLOSURE -WELD TO JOISTS
1/8 3"1/8 3"
PL 1/2" X 6" X 8" W/(2) 1/2"ø X 6" LG.HEADED STUDS
PL 1/2" X 3" X 6"
T/PARAPET WALLSEE ARCH. DWG
U.S. / MTL DECKSEE PLAN
5-212
2" 2"
JOIST BEARING DETAILS
BTWN. JOIST BEARING AT JOIST BEARING
BEARING ELEVATION
SLOPED BEARING ELEVATION
SEE PLANFOR REINF.
(2) #5 CONT.INSTALLED 2"BELOW JOIST SEAT
#3 "U-BAR" - SPLICE MIN.OF 12" TO BEAM TIES.INSTALL ONE ON EACHSIDE OF JOIST BEARINGPOCKET & MATCH BEAMTIES IN BETWEEN
SEE PLANFOR REINF.T/CONC. BM.EL. = VARIES
3/16 3STEEL JOIST- SEE PLAN
(2) #5 BARS CONT.INSTALLED 2" BELOWJOIST SEAT
PL 1/2"x6"x8" W/(2) 1/2"ø x 6" LONGHEADED STUDS
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:28
PM
1442
S3.06TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
63
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
NO
TE:
IN C
ASE
OF
CO
NFL
ICT
BETW
EEN
INFO
RM
ATIO
N S
HO
WN
ON
TH
IS D
RAW
ING
, SEC
TIO
N D
RAW
ING
S O
R A
RC
HIT
ECTU
RAL
DR
AWIN
GS,
IT IS
TH
E C
ON
TRAC
TOR
'S R
ESPO
NSI
BILI
TY T
O IN
FOR
M T
HE
ARC
HIT
ECT
AND
EN
GIN
EER
OF
SUC
H C
ON
FLIC
T IN
OR
DER
TO
REC
EIVE
A C
LAR
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N B
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PRO
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DIN
G T
O W
OR
K. D
IMEN
SIO
NS,
SIZ
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ISE
(U.N
.O.)
IN P
LAN
S.
5-301TYP. DECK REINF. @ ROOFDRAIN W/O SUMP PAN
SEE NOTE #1
NOTE:
1. SEE DETAIL 5-302 FOR STEEL REINFORCINGAROUND ROOF DRAIN OPENING.
METAL ROOF DECK,SEE PLAN
ROOF DRAIN, SEEARCH. DWG'S
30X30 SHEET METAL- 10 GA.MIN. FIELD WELDED TO M.D.CENTER ON ROOF DRAIN. 6- 1/2" ø FUSION WELDS MIN.(2 PER RIB) AT OPP. ENDSOF 30X30 SHT.
5-302TYP. ROOF OPN'G DETAIL
SEAT DETAIL
SHOP WELD
OPN'G
FRAME DETAIL
SEAT
BM OR JOIST
NOTE #1
"W"
"W"
NOTES:
1. ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN:L2X2X1/4 FOR "W" < 2'-0"L3X3X1/4 FOR "W" < 4'-0"L4X4X1/4 FOR "W" < 6'-0"
2. FOR "W" > 6'-0" USE L OR "W" BEAM. L SIZE OR DEPTH OFW BEAM. EQUAL TO SPAN DIMENSION IN INCHES.MINIMUM THICKNESS = 1/4".
3. FOR W > 10'-0" CONTACT ENGINEER OF RECORD FORDETAIL.
PROVIDE FRAMESFOR OPENINGS 8"OR MORE (LARGERDIMENSION OR DIA.)INCLUDING ROOFDRAINS & SUMPS
SEAT SAME SIZE ASSUPPORT FRAME 1/4 2
TYPICAL METAL DECK DETAILS 5-304
DECK DIRECTION SYMBOL
TYP. EDGE ANGLE DECK SUPPORT
TYP. FLOOR DECK SUPPORT AT COLUMNS
TYP. DET. @ DECK DIRECTIONCHANGE BETWEEN JOIST SEATS
TYP. ROOF EDGE ANGLE (BY METALDECK CONTRACTOR) WHERE DECK ISPARALLEL TO WALLS & UNSUPPORTEDPROVIDE L3 1/2" x 3 1/2" x 1/4" CONT. OR12 GA. BENT PLATE CONT. FIELD WELDTO STEEL JOISTS OR RAISED BEAMS
PROVIDE DECKSUPPORTS @COLUMNS BY MET.DK. CONTR. (MAY BESHEET METAL)
L5" x 3" x 1/4" CONT.-CUTVERT. LEG AS REQUIREDAT JOIST SEAT
BEAM & JOISTSSEE PLAN
COL. BM. OR JOIST SIZESEE FRAMING PLAN
DIRECTION OF METAL DK.PERPENDICULAR TO THESUPPORTING MEMBERS
METAL DECK CONTRACTOR TO PROVIDERIDGE AND VALLEY PLATES AS REQUIRED.
CONT. SHEET METALCLOSURE PLATE
BEAM & COLUMNSEE PLAN
BEAM & JOISTSSEE PLAN
TYP. 1 1/2" DECKFASTENER LAYOUT 5-305A
EXAMPLE
36/3-1
36/7
36/5
36/4
36/3
NO. OF SIDE LAP FASTENERS
NO. OF SUPPORT FASTENERS
WIDTH OF METAL DECK
NOTES:
1. USE 5/8"ø PUDDLE WELD AT SUPPORTS AND #12 SCREWS ATSIDE LAPS.
2. USE 36/7-4 UNLESS NOTED OTHERWISE IN PLANS.
TYP. 4" DECK FASTENERLAYOUT 5-305B
EXAMPLE
24/6-24
24/3
24/6
SIDE LAP FASTENER SPACING
NO. OF SUPPORT FASTENERS
WIDTH OF METAL DECK
NOTES:
1. USE 3/4"ø PUDDLE WELD AT SUPPORTS AND #12 SCREWS ATSIDE LAPS.
2. USE 24/6-24 UNLESS NOTED OTHERWISE IN PLANS.
5-321TYPICAL ADDITIONAL WEB REINFORCEMENT FORCONCENTRATED LOAD (WHEN POINT LOAD IS GREATER THAN 40 POUNDS)
GREATER6" OR
GREATER6" OR
POINTLOADMETAL DECKING
SEE PLAN
LOAD AT TOP CHORD
STEEL JOISTSEE PLAN
L2x2x3/16 EACH SIDEFOR POINT LOAD TOJOIST PANEL POINT
LOAD AT BOTTOM CHORD
METAL DECKINGSEE PLAN
POINTLOAD
STEEL JOISTSEE PLAN
L2x2x3/16 EACH SIDEFOR POINT LOAD TOJOIST PANEL POINT
5-400
EXTERIOR METAL STUD WALL DESIGN NOTES:
1. CALCULATE PROPERTIES AND LOAD CAPACITIES OF MEMBERS PER THEAISI SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURALMEMBERS.
2. DESIGN EXTERIOR CURTAIN WALL TO SUSTAIN WIND LOADS INDICATED INTHE SCHEDULE OF LOADS DRAWING.
3. LIMIT LATERAL DEFLECTIONS UNDER DESIGN LOADS TO L/800 OR 3/8"WHICH EVER IS SMALLER FOR THOSE AREAS WITH BRICK CLADDING ANDL/360 FOR ALL OTHER AREAS.
4. PROVIDE SLIDE CLIPS OR DEFLECTION TRACKS ON THE UNDERSIDE OFTHE ELEVATED LEVELS TO ALLOW FOR A MAXIMUM LIVE LOAD VERTICALDEFLECTION OF APPROXIMATELY L/360 AT MID SPAN BETWEENCOLUMNS.
5. DIAGONAL KICKERS ARE NOT ALLOWED, UNLESS APPROVED IN WRITINGBY ARCHITECT AND ENGINEER OF RECORD.
6. DESIGN ALL CONNECTIONS TO SUSTAIN THE MAXIMUM DESIGN LOADS.7. ALL DETAILS DRAWINGS SHOWN ARE MINIMUMS REQUIRED FOR
PARTICULAR CONDITIONS. CONTRACTOR IS RESPONSIBLE TO SUBMITSIGN AND SEALED DRAWINGS AND CALCULATIONS FOR A WALL SYSTEMTHAT COMPLIES WITH THESE NOTES, THE SPECIFICATIONS AND THECONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO STRUCTURALAND ARCHITECTURAL DRAWINGS.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:31
PM
1442
S3.07TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
64
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
STUD LATERAL BRACINGSCREW ATTACHMENT 5-401(3 5/8" THRU 8" MEMBERS)
(3 5/8" THRU 8" MEMBERS)
3/4"BOTHSIDES
"CSJ" STUD
1/2"
3/4"
SIDESBOTH
3/4"
3/4"
3/4"
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERS ANDCONNECTIONS USED SHALL BE AS DESIGNEDBY SPECIALTY CONTRACTOR ENGINEER. SEEDETAIL 5-400 THIS DRAWING.
1 1/2" X 2" X 16 GACLIP ANGLE 1/4"LESS THAN STUDWIDTH (4) 5/8" S-12SCREWS REQ'D.
1 1/2" COLD-ROLLEDCHANNEL
STUD LATERAL BRACINGWELD ATTACHMENT(3 5/8" OR SMALLER MEMBERS IN16 GA OR HEAVIER THICKNESS)
STUD LATERAL BRACINGWELD ATTACHMENT
1 1/2" X 2" X 16 GA.CLIP ANGLE 1/4"LESS THAN STUDWIDTH
"CSJ" STUD
1 1/2" COLD-ROLLEDCHANNEL
"CSJ" STUD
1 1/2" COLD-ROLLEDCHANNEL
TYPICAL STUD TOCONCRETE CONNECTION 5-402
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERSAND CONNECTIONS USED SHALL BE ASDESIGNED BY SPECIALTY CONTRACTORENGINEER. SEE DETAIL 5-400 THIS DRAWING.
"CSJ" STUD
16 GA. MIN.CONT. TRACK
WELD FULL WIDTH ATBOTH STUD FLANGES,OR USE #10 SCREWEA. STUD FLANGE (TYP)
5/32"ø POWER DRIVENFASTENERS @ EA. STUD OR 12" O.C. MAX. (STAGGER)W/ MIN 1 1/4" PENETRATION
NOTE:PROVIDE ONE ADDT'L FASTENER AT NO MORE THAN 3" FROM THEEND OF THE TRACK. TERMINATE TRACKS AT MID POINT BETWEENSTUDS SPACING SPLICE BY SCREWING A STUD SECTION BETWEENVERTICAL STUDS TO THE RUNNER TRACK USING #10 SCREWS.
5-405TYPICAL EXTERIOR FRAMING AT ROOF
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERSAND CONNECTIONS USED SHALL BE ASDESIGNED BY SPECIALTY CONTRACTORENGINEER. SEE DETAIL 5-400 THIS DRAWING.
NOTE: 6
NOTE: 5
NOTE: 5 NOTE: 5NOTES:
1. FASTEN ALL TRACKS TO CONCRETE SLABS,SEE DETAIL 5-402.
2. FASTEN ALL END STUDS TO CONCRETECOLUMNS W/ POWDER ACTUATED FASTENERS5/32"ø @ 12" O.C. (1 1/4" MIN PENETRATION).
3. ALL BUILD UP MEMBERS ARE TO BEFASTENED TOGETHER W/ SCREWS @ 6" O.C.(MAX.).
4. CONNECTION OF HEADER TO JAMB SHALL BEW/ MINIMUM DOUBLE 14 GA - 2 X 2 CLIPSW/ (2) 1/2" TYPE S-12 SCREWS.
5. MINIMUM (3) CR CHANNELS BUILD UPMEMBERS. ACTUAL QUANTITY, SIZE AND GAGEAS REQUIRED.
6. MINIMUM (2) CR CHANNELS AND (1) CSJBUILD UP MEMBER. ACTUAL QUANTITY,SIZE AND GAGE AS REQUIRED.
TYPICAL STUDAT 16" O.C.
BEYOND
HORIZ. BRACINGAT 4'-0" O.C. MAX.SEE TYP. DETAIL5-401
TYPICAL STUDAT 16" O.C.
CRIPPLES CSJ STUDAT 16" O.C. MAX.
16 GA. MIN. CONT.TRACK - SEE DETAIL5-402
BOXED HEADER TOJAMB CONNECTION 5-406
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERSAND CONNECTIONS USED SHALL BE ASDESIGNED BY SPECIALTY CONTRACTORENGINEER. SEE DETAIL 5-400 THIS DRAWING.
JAMB ASREQUIRED
BUILT-UP HEADERAS REQUIRED
SECURE TO HEADEREACH SIDE ASREQUIRED
SIDE VIEW
1"
1"
1/2"
1/2"
5-409
BOXED HEADER TO JAMBCONNECTION W/ CLIP ANGLES
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERSAND CONNECTIONS USED SHALL BE ASDESIGNED BY SPECIALTY CONTRACTORENGINEER. SEE DETAIL 5-400 THIS DRAWING.
(2) 2"x12" 16 GA CLIPANGLES ONE TOP ANDONE BOTTOM OF HEADER1/2" LESS THAN STUD WIDTH.USE (2) #10 SCREWS ON EACHLEG OF CLIP
BUILT-UP HEADERAS REQ'D.
JAMB ASREQ'D.
SIDE VIEW
1"
1"
1/2"
1/2"
5-410
SILL TO JAMBCONNECTION
METAL STUDS MEMBERS AND CONNECTIONSSHOWN ARE MINIMUMS. FINAL MEMBERSAND CONNECTIONS USED SHALL BE ASDESIGNED BY SPECIALTY CONTRACTORENGINEER. SEE DETAIL 5-400 THIS DRAWING.
(2) 2"x12" 16 GA CLIPANGLES ONE TOP ANDONE BOTTOM OF HEADER1/2" LESS THAN STUD WIDTH.USE (2) #10 SCREWS ON EACHLEG OF CLIP
BUILT-UP HEADERAS REQ'D.
JAMB ASREQ'D.
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THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:35
PM
1442
S3.08TYPICAL DETAILS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
65
RBIDJM
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
T/PARAPET WALL13' - 4"
AB
FILL ALL CELLS SOLID W/ GROUTBELOW FIN FLR, TYP.
CONT WALL FOOTING, SEEPLAN FOR REINF
VAPOR BARRIER
WELDED WIRE MESH,TYP.
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
KNOCK-OUT BLOCK ATSILL REINF. W/ (2)-#5 CONT.(EXTEND 8" PAST EA. SIDEOF OPENING)
PRECAST LINTEL, SEE TYPDETAIL 4-033/S3.03
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
8" CMU WALL, SEE PLAN &WALL SCHEDULE FORREINF.
S3.065-212
S3.065-203
S3.044-012
STEEL SUPPORTCOLUMN, SEE PLAN
CON'T 8"x8"x1/2" DECKCLOSURE ANGLE
8"x52" CONC. BEAM,SEE SCHEDULEFOR REINFORCING.SEE ARCH DWGSFOR CHAMFER
3/163/16
TYP.
T/WALL15' - 0"
UMD11' - 6 1/2"
UMD19' - 3 1/2"
3/163/16
TYP.
CJP.
EMBED PL 8x16x3/4W/(6) 3/4" Ø x 6" LONGHEADED STUDS
EMBED PL 8x8x1/2w/(4) 3/4" Ø 6" LONGHEADED STUDS
1/4" CAP PLATE
HSS 6x4x1/4 (LSH)
CONT. L4x4x1/4
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
B
VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF BEAM,SEE PLAN
STEEL SUPPORT COLUMN,SEE PLAN
S3.044-017
1/4" CAP PLATE
CON'T L8"x8"x1/2" DECKCLOSURE ANGLE
8"x20" CONC. BEAM,SEE SCHEDULE FORREINFORCING. SEEARCH DWGS FORCHAMFER
STEEL COLUMN,SEE PLAN
8" ATLAS BRICK WALL,SEE PLAN & WALLSCHEDULE FOR REINF.
4' - 0"
8' - 0"
12' - 0"T/ BOND BEAM
T/ BOND BEAM
T/ BOND BEAM
THICKENED SLABBEYOND, SEE PLAN
3/16" 2"-12"3/16" 2"-12"
6" EACH END
CLIP ANGLE 4x4x5/16x4"W/ (1-) 3/4" Ø EXP. BOLT5" MIN. CONC. EMBED
T/WALL15' - 0"
UMD19' - 3 1/2"
CJP.
3/163/16
TYP.
EMBED PL 8x16x3/4W/(6) 3/4" Ø 6" CONC.HEADED STUDS
CONT. L4x4x1/4
HSS 6x4x1/4 (LSH)
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:40
PM
1442
S4.01WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
66
RBIDJM
SCALE: 3/4" = 1'-0"S4.01WALL SECTION 2S2
SCALE: 3/4" = 1'-0"S4.01WALL SECTION 1S1
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
T/PARAPET WALL13' - 4"
11
FILL ALL CELLS SOLID W/GROUT BELOW FIN FLR, TYP.
CONT WALL FOOTING, SEEPLAN FOR REINF
VAPOR BARRIER
WELDED WIRE MESH,TYP.
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
KNOCK-OUT BLOCK ATSILL REINF. W/ (2)-#5 CONT.(EXTEND 8" PAST EA. SIDEOF OPENING)
SOLDIER COURSE LINTEL,SEE TYP DETAIL4-033/S3.05
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
8" ATLAS BRICK WALL, SEEPLAN AND WALL SCHEDULEFOR REINF.
T/ OPENING
T/BOND BEAM
S3.044-012
S3.065-203
12' - 0"
UMDVARIES
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
10
FILL ALL CELLS SOLID W/GROUT BELOW FIN FLR, TYP.
CONT WALL FOOTINGBEYOND, SEE PLAN.
VAPORBARRIER
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
KNOCK-OUT BLOCK AT SILLREINF. W/ (2)-#5 CONT.
4" ATLAS BRICK BONDBEAM W/ (2) #5
ROOF DECK, SEE PLAN
T/BOND BEAM
CONT. 8" BOND BEAMW/ (2) #5 BARS
S3.044-015
8" ATLAS BRICK WALL, SEEPLAN AND WALL SCHEDULEFOR REINF.
T/BOND BEAM
8"x20" CONC. BEAM, SEESCHEDULE FOR REINF. SEEARCH. DWGS FOR CHAMFER
S3.065-203
S3.055-001
CONT. L8"x8"x1/2" DECKCLOSURE ANGLE
STEEL SUPPORTCOLUMN, SEE PLAN
16" SOLDIER COURSE W/ (2)#6 T&B #3 TIES @ 8" O.C.
T/BOND BEAM
T/BOND BEAM
STEEL BEAM, SEE PLAN
13' - 4"
8' - 0"
4' - 0"
UMDVARIES
COLUMNFOOTING,SEE PLAN.
T/WALL15' - 0"
UMD12' - 0"
12' - 0"
3/163/16
TYP.
HSS OUTRIGGERS INSIDEMETAL DECK FLUTES, SEEPLAN. CUT METAL DECK ATROOF PURLIN LOCATIONSTO WELD OUTRIGGERS TOPURLINS
EMBED PL 8x16x3/4W/(6) 3/4" Ø x 6" LONGHEADED STUDS
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:44
PM
1442
S4.02WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
67
RBIDJM
SCALE: 3/4" = 1'-0"S4.02WALL SECTION 3S3
SCALE: 3/4" = 1'-0"S4.02WALL SECTION 4S4
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
T/PARAPET WALL13' - 4"
1 2 3
T/BOND BEAM4' - 0"
T/BOND BEAM12' - 0"
FILL ALL CELLS SOLID W/GROUT BELOW FIN FLR, TYP.
CONT WALL FOOTING,SEE PLAN FOR REINF
VAPOR BARRIER
WELDED WIRE MESH,TYP.
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
8" ATLAS BRICK WALL, SEEPLAN AND WALL SCHEDULEFOR REINF.
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT WALL FOOTING,SEE PLAN FOR REINF
VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
ROOF DECK, SEE PLAN
8"X20" CONC. BEAM,SEE SCHEDULEFOR REINF. SEEARCH. DWGS FORCHAMFER
S3.065-203
S3.065-203
S3.044-015
S3.044-012
HSS OUTRIGGERS INSIDEMETAL DECK FLUTES, SEEPLAN. CUT METAL DECK ATROOF PURLIN LOCATIONS TOWELD OUTRIGGERS TOPURLINS
STEEL ROOF BEAM,SEE PLAN
LT GAUGE MTL STUDWALL, SEE ARCH DWGS
CON'T L8"x8"x1/2" DECKCLOSURE ANGLE
T/BOND BEAM8' - 0"
UMD11' - 5"
T/BOND BEAM15' - 0"
UMD
UMD
3/163/16
TYP.
T/CONC. BEAM15' - 0"
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
T/PARAPET WALL13' - 4"
B
T/BOND BEAM
T/BOND BEAM
FILL ALL CELLSSOLID W/ GROUTBELOW FIN FLR, TYP.
CONT WALLFOOTING, SEEPLAN FOR REINF
BOND BEAM W/ (2) #5 BARSAT TOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
8" ATLAS BRICK WALL,SEE PLAN AND WALLSCHEDULE FORREINF.
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
T/BOND BEAM
12' - 0"
8' - 0"
4' - 0"
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
VAPORBARRIER
SLAB ON GRADE,SEE PLAN
UMDVARIES
S3.044-012
S3.065-202
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:49
PM
1442
S4.03WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
68
RBIDJM
SCALE: 3/4" = 1'-0"S4.03WALL SECTION 5S5
SCALE: 3/4" = 1'-0"S4.03WALL SECTION 6S6
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
76
S3.044-015
T/BOND BEAM
8" ATLAS BRICK WALL,SEE PLAN AND WALLSCHEDULE FOR REINF.
T/BOND BEAM
T/BOND BEAM
S3.065-005
8" CONC. BEAM,TOP/BEAM EL. VARIES.SEE ARCH. DWGS FORCHAMFER
ROOF DECK,SEE PLAN
STEEL BEAM,W/ 1/2"x24 1/2" CONT.PLATE EACH SIDE SEEPLAN
VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
LEAVE OFF SIDE PLATESTO MAKE CONNECTIONSFIELD WELD PLATES ANDGRIND WELD SMOOTH
4' - 0"
8' - 0"
12' - 0"
13' - 4"T/BOND BEAM
T/ FRAMINGVARIES
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. EMBED PL 1/2"TH. x 6"W. W/ 1/2"Øx6" LONG HEADED STUDS @ 24" O.C.
SLAB ON GRADE0' - 0"
G
STEEL ROOFBEAM, SEE PLAN
ROOF DECK,SEE PLAN
VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
STEEL BEAM,SEE PLAN
CONT 16 GA DECLCLOSURE VALLEYPLATE
3/16"TYP.
3/16"3/16"
TYP.
T/BEAM18' - 6"
STEEL ROOFBEAM, SEE PLAN
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
B
ROOF DECK,SEE PLAN
8"x20" CONC.BEAM, SEESCHEDULEFOR REINF.SEE ARCHDWGS FORCHAMFER
HSS BEAM,TYP. SEE PLAN
CONC. SLAB,SEE PLAN
THICKENED SLAB,SEE PLAN
CONCRETE FOOTING,SEE PLAN VAPOR
BARRIER
CON'T L8"x8"x1/2" DECKCLOSURE ANGLE
T/ CONC. BEAM15' - 0"
UMD.
STEEL SUPPORTCOLUMN, SEE PLAN.
C.J.P.
EMBED PL8x16x3/4 W/(6) 3/4"Ø x 6" LONGHEADED STUDS
19' - 3 1/2"
HSS 6x4x1/4 (LSH)
CONT. L4x4x1/4
HSS10X4X3/16 SEETYP. DETAIL5-005/S3.06 FORCONNECTIONS
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:53
PM
1442
S4.04WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
69
RBIDJM
SCALE: 3/4" = 1'-0"S4.04WALL SECTION 7S7
SCALE: 3/4" = 1'-0"S4.04WALL SECTION 8S8
SCALE: 3/4" = 1'-0"S4.04WALL SECTION 9S9
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
T/PARAPET WALL13' - 4"
A
CONC. SLAB,SEE PLAN
THICKENED SLAB,SEE PLAN
CONCRETE FOOTING,SEE PLAN
VAPORBARRIER
T/BOND BEAM
ATLAS BRICK LINTEL, SEETYP DETAIL 4-033/S3.05
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP) ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
12' - 0"
S3.065-202
S3.013-013
UMDVARIES
STEEL COLUMN,SEE PLAN
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
10
T/BEAM15' - 0"
CONC. SLAB,SEE PLAN
CONCRETE FOOTING,SEE PLAN
VAPORBARRIER
8"x20" CONC.BEAM, SEESCHEDULE FORREINF. SEEARCH DWGSFOR CHAMFER.
ATLAS BRICK LINTEL, SEETYP DETAIL 4-033/S3.05
STEEL BEAM,SEE PLAN
ROOF DECK, SEE PLAN
ROOF DECK, SEE PLAN
STEEL ROOF JOIST,SEE PLAN
FILL ALL CELLS SOLIDW/ GROUT BELOW FINFLR, TYP.
S3.065-203
S3.044-017
UMD
UMD18' - 11 1/2"
3/163/16
TYP.
VARIES
HSS OUTRIGGERS INSIDE METALDECK FLUTES, SEE PLAN. CUT METALDECK AT ROOF PURLIN LOCATIONSTO WELD OUTRIGGERS TO PURLINS
SLAB ON GRADE0' - 0"
LOW ROOF FRAMING11' - 5"
2
4" SLAB ON GRADE,SEE PLAN
8" CONC. SLAB ONGRADE, SEE PLAN.
ROOF DECK,SEE PLAN
HSS OUTRIGGERS INSIDE METALDECK FLUTES, SEE PLAN. CUT METALDECK AT ROOF PURLIN LOCATIONSTO WELD OUTRIGGERS TO PURLINS
U.M.D.18' - 6"
T/CONC BEAM15' - 0"
STEEL BEAM,SEE PLAN
S3.055-001
ATLAS BRICKLINTEL, SEE TYP.DETAIL 4-033/S3.05
STEEL COLUMN,SEE PLAN
S3.065-203
3/163/16
TYP.
CON'T L8X8X1/2CLOSURE ANGLE
8"X20" CONCBEAM, SEESCHEDULE FORREINF. SEEARCH DWGSFOR CHAMFER
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:32:57
PM
1442
S4.05WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
70
RBIDJM
SCALE: 3/4" = 1'-0"S4.05WALL SECTION 10S10
SCALE: 3/4" = 1'-0"S4.05WALL SECTION 11S11
SCALE: 3/4" = 1'-0"S4.05WALL SECTION 12S12
STEEL ROOFJOIST, SEE PLAN
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
LOW ROOF FRAMING11' - 5"
T/PARAPET WALL13' - 4"
L M
T/ OPENINGSEE ARCH.
T/ CONC. BEAM15' - 0"
T/ FRAMINGVARIES
12' - 0"T/ BOND BEAM
8" CMU WALL, SEE PLANAND WALL SCHEDULE
CONT. 8" BOND BEAMW/ (2) #5 BARS
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
ROOF DECK,SEE PLAN
CON'T L8"x8"x1/2" DECKCLOSURE ANGLE
ROOF DECK,SEE PLAN
CONC. BEAM,SEE PLAN
KNOCK-OUT BLOCK ATSILL REINF. W/ (2)-#5 CONT.(EXTEND 8" PAST EA. SIDEOF OPENING)
PRECAST LINTEL, SEE TYPDETAIL 4-033/S3.05
FILL ALL CELLS SOLID W/GROUT BELOW FIN FLR, TYP.
CONT WALL FOOTING, SEEPLAN FOR REINF
VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
STEEL SUPPORTCOLUMN, SEEPLAN
S3.044-012
L4x4x1/4" CONT. CLOSUREANGLE W/ 3/4"Ø EXP. BOLTSAT 24" O.C. 5" MIN. CONC.EMBED
3" M
IN.
3/163/16
TYP.
CJP
EMBED PL 8x16x3/4W/(6) 3/4" Ø 6" CONC.HEADED STUDS
HSS 6x4x1/4 (LSH)
CONT. L4x4x1/4
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
7 86
T/ BOND BEAM
T/ BOND BEAM
T/ BEAM
12' - 0"
4' - 0"
UMDVARIES
FILL ALL CELLS SOLID W/GROUT BELOW FIN FLR, TYP.VAPOR BARRIER
SLAB ON GRADE,SEE PLAN
8" ATLAS BRICK WALL,SEE PLAN AND WALLSCHEDULE FOR REINF.
CONT. 8" BOND BEAMW/ (2) #5 BARS
BOND BEAM W/ (2) #5 BARS ATTOP OF WALL, PROVIDEMATCHING CORNER BARS ATWALL INTERSECTIONS (TYP)
ROOF DECK,SEE PLAN
8" CONC. BEAM,TOP/BEAM EL.VARIES. SEE ARCH.DWGS FORCHAMFER
CONT WALL FOOTING, SEEPLAN FOR REINF
CONT. 8" BOND BEAMW/ (2) #5 BARS
CONT. 8" BOND BEAMW/ (2) #5 BARS
VAPOR BARRIER
CONT. EMBED PL 1/2"TH. x 6"W. W/ 1/2" DIA.x6" LONG HEADED STUDS @ 24" O.C.
S3.044-015
B/ CONC BEAM13' - 4"
ADDITIONAL BONDBEAM AT HSS BEAMCONNECTION
HSS BEAM,SEE PLAN
S3.065-005
3/16TYP.
9' - 6 5/8"
T/ BOND BEAM8' - 0'
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:33:01
PM
1442
S4.06WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
71
RBIDJM
SCALE: 3/4" = 1'-0"S4.06WALL SECTION 13S13
SCALE: 3/4" = 1'-0"S4.06WALL SECTION 14S14
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
12 13
CONT. WALL FOOTING,SEE PLAN
VAPOR BARRIER
4" CONC. SLAB ONGRADE, SEE PLAN
S3.065-203
8" PRECASTLINTEL W/ (2) #5
TYPE R1 TOPCHORD EXTENSION
U.M.D.10' - 8"
S3.044-017S3.04
4-012
8" CMU WALL, SEEPLAN FOR REINF.
CONT. 8" BONDBEAM W/ (2) #5TYP. EVERY 4 FT.
T/BOND BEAM4' - 0"
T/BOND BEAM8' - 0"
FOUNDATION-1' - 4"
SLAB ON GRADE0' - 0"
S3.065-203
CONT. L4x4x1/4CLOSUREANGLE, TYP.
MTL DECK,SEE PLAN
STEEL JOIST,SEE PLAN
CONT. DOUBLEBOND BEAM ATT/WALL W/ (2) #5
U.M.D.11' - 2"
RQP
S3.044-012S3.04
4-015
JOIST BRIDGING,SEE PLAN
8" CMU WALL, SEEPLAN FOR REINF.
CONT. 8" BONDBEAM W/ (2) #5TYP EVERY 4' - 0"
8X16 CONC.BEAM W/ (2) #5T&B & #3 TIES @8" O.C. TYP.
S3.065-202
STEEL JOIST,SEE PLAN
S3.065-202
CONT. WALL FOOTING,SEE PLAN
SLAB ON GRADE0' - 0"
FOUNDATION-1' - 4"
T/BOND BEAM4' - 0"
T/BOND BEAM8' - 0"
4" CONC. SLAB ONGRADE, SEE PLAN
VAPOR BARRIER
S3.044-012
S3.065-202CONT. L4x4x1/4
CLOSUREANGLE TYP. MTL DECK,
SEE PLAN
8X16 CONC. BEAMW/ (2) #5 T&B & #3TIES @8" O.C.TYP.
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:33:05
PM
1442
S4.07WALL SECTIONS
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
72
RBIDJM
SCALE: 3/4" = 1'-0"S4.07WALL SECTION 15S15
SCALE: 3/4" = 1'-0"S4.07WALL SECTION 16S16
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016
FOUNDATION FOUNDATION
-1' - 4" -1' - 4"
SLAB ONGRADE
SLAB ONGRADE
0' - 0" 0' - 0"
T/INTERIORWALLS
T/INTERIORWALLS
9' - 4" 9' - 4"
LOW ROOFFRAMING
LOW ROOFFRAMING
11' - 5" 11' - 5"
T/PARAPETWALL
T/PARAPETWALL
13' - 4" 13' - 4"
ROOFFRAMING
ROOFFRAMING
19' - 5" 19' - 5"
ColumnLocations A-11 B-2 B-4 B(-0' - 11 5/8")-4 B-5 B(-0' - 11 5/8")-5 B-7(0' - 4 3/8") B(-5' - 7
3/8")-8(-0' - 3") B-9 B-10 G-2G(-2' - 5
1/4")-7(3' - 67/8")
G(1' - 41/2")-9(-5' - 11")
G(1' - 41/2")-9(-8' - 9
3/4")G-10 L(0' - 5 7/8")-2 L-4 L(0' - 11 5/8")-4 L-5 L(0' - 11 5/8")-5 L-7 L-9 L-10
S5S3S2 S9 S10 S22S20S19 S25 S26S12 S16
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8.
HSS
8X8X
3/8
HSS
8X8X
3/8.
BP-1
S1
HSS
8X8X
3/8
BP-1
S4 S6 S21 S23
BP-1 BP-1 BP-1 BP-1
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
HSS
8X8X
3/8
S7 S24
HSS
8X8X
3/8.
HSS
8X8X
3/8.
S15S14S13S8
BP-2 BP-2 BP-2 BP-2
HSS
4X4X
5/16
HSS
4X4X
5/16
HSS
4X4X
5/16
HSS
4X4X
5/16
BP-1
3" C
LR.
SCH
EDU
LE
SEE
BEAM
SEE SCHEDULE
COLUMN ANDBASE PLATE
SEE
SCH
EDU
LE
CO
LUM
N A
ND
BASE
PLA
TE
AIR HOLE FORGROUT - SAME SIZEAS ANCHOR BOLTHOLE (U.N.O.)
COLUMN -SEE PLAN
PL WASHER 1/4"x4"x4"W/ STANDARD NUT -TACK WELD NUT ANDPLATE TO BOLT
FULL PEN.
GR
OU
T2"
NO
N-S
HR
INK
DISTANCE1 1/2" EDGE
3" C
LR.
SCH
EDU
LE
SEE
BEAM
SEE SCHEDULE
COLUMN ANDBASE PLATE
SEE
SCH
EDU
LE
CO
LUM
N A
ND
BASE
PLA
TE
AIR HOLE FORGROUT - SAME SIZEAS ANCHOR BOLTHOLE (U.N.O.)
COLUMN -SEE PLAN &SCHEDULE
PL WASHER 1/4"x4"x4"W/ STANDARD NUT -TACK WELD NUT ANDPLATE TO BOLT
FULL PEN.
GR
OU
T2"
NO
N-S
HR
INK
DISTANCE1 1/2" EDGE
THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF MASTER CONSULTING ENGINEERS, INC. ANDMAY NOT BE REPRODUCED, COPIED, ALTERED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROMMASTER CONSULTING ENGINEERS, INC.
© COPYRIGHT 2016
5523 WEST CYPRESS ST., STE.200TAMPA, FLORIDA 33607-1735P | 813.287.3600 F | 813.287.3622
CA: 8426
No 33860
STATE OF
JAMES
R. MEHLTR ETTL I C E N S E
F L O R I D A
PR
OF
E S S I O NA L E NG
I NE
ER
E R
11111-
R E V I S I O N SDATE:DATE:DATE:
PAGESEL.
LOCATION:
BM No.FIELD BOOK No.CHECKED BY:DRAWN BY:DESIGNED BY: BY DATE
DRAWING No.
SCALE:
DATE:ENGINEERING & CAPITALIMPROVEMENTS DEPARTMENTCITY OF ST. PETERSBURG
ENGINEER OF RECORDNAME:P.E. No.:
THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSARE HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, ANDSPECIFICATIONS PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS,PLANS, DRAWINGS, AND SPECIFICATIONS SHALL NOT BE REPRODUCED ORCONVEYED IN ANY MANNER NOR ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT.CONSENT IS HEREBY GRANTED TO GOVERNMENTAL AGENCIES TOREPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATESTATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUMBUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS ASDETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS553 AND 633 OF THE FLORIDA STATUTES.
Project number
Wannemacher Jensen Architects, Inc.180 Mirror Lake Drive NorthSt. Petersburg, Florida 33701-3214(727) 822-5566 fax (727) 822-5475www.wjarc.com AA0002277 JAMES R. MEHLTRETTER
33860PROJ NO. 3104-086
AS NOTED
9/28/2
016 1
:33:11
PM
1442
S5.01SCHEDULES
875 64TH AVENUE NORTH, ST. PETERSBURG, FL 33702
FOSSIL PARK - FIRE STATION #707-29-2016 PERMIT07-29-2016
07-29-201607-29-2016
73
RBIDJM
SCALE: 1/4" = 1'-0"STEEL COLUMN SCHEDULE
SCALE: 1/2" = 1'-0"S5.01BASE PLATE - BP17
SCALE: 1/2" = 1'-0"S5.01BASE PLATE - BP28
BASE PLATE SCHEDULE
BASE PLATE SIZE ANCHOR BOLTS REMARKSBP-1 14x14x3/4 (4) F1554BP-2 10x10x3/4 (4) F1554
DESIGN DEVELOPMENT 01-26-201650% CDS 04-15-2016100% CDS REVIEW 06-10-2016PERMIT 07-29-2016