Loading...
HomeMy WebLinkAboutPLANSFBC 2017 6 h ED. CODE REVIEW CHAPTERS REQUIREMENTS OR PROVIDED ALLOWABLE (3) OCCUPANCY R3 (RESIDENTIAL) R3 (RESIDENTIAL) SINGLE FAMILY DETACHED SINGLE FAMILY DETACHED (5) GENERAL BUILDING TABLE 503 STORIES: 3 STORIES: 1 LIMITATIONS AREA/FLOOR: GROSS FLOOR AREA: UNLIMITED SQUARE FOOTAGE FOOTPRINT = 1,200 SF TOTAL = 1,200 SF ((o) CONSTRUCTION TYPE TABLE 601 TYPE VB - TYPE VB UNPROTECTED, UNSPRINKLERED UNPROTECTED, UNSPRINKLERED STRUCTURAL ELEMENT REQ'D ACTUAL BEARING WALLS: EXTERIOR 0 0 INTERIOR 0 0 NON -BEARING WALLS 4 PARTITIONS: INTERIOR 0 0 FLOOR CONSTRUCTION 0 0 (INCLUDE: SUPPORT eEAM5 4 JOISTS) ROOF CONSTRUCTION 0 0 (INCLUDE: SUPPORT EEAMS 4 JOISTS) (1) FIRE RESISTANT CONSTRUCTION SHALL CONFORM CONSTRUCTION CONFORMS TO MATERIALS 4 TO 2011 6th ED. FBC CHAPTER 1 2011 6th ED, FBC CHAPTER 1 CONSTRUCTION (8) INTERIOR FINISHES PER TABLE 803.9, CONFORMS TO TABLE 803.9 "R-3" UNSPR'K'D: EXITS 'C', ROOMS 4 CORRIDORS 'C' (9)FIRE PROTECTION SECTION S03.214 BUILDING IS UNSPRINKLERED. SYSTEMS UNSPRINKLERED GROUP 'R-3' OCCUPANCY (10) MEANS OF EGRESS BY OCCUPANCY 4 LOAD: 44' MAX. TRAVEL DISTANCE TO TABLE 1016.2 TRAVEL DISTANCE EXIT. TO EXIT ACCESS: "R-3" 200' MAX. TABLE 1021.1: MINIMUM I EXIT I EXIT PROVIDED FROM REQUIRED FOR "R-3" SINGLE RESIDENCE AT GROUND LEVEL. FAMILY RESIDENCES. WALL LEGEND ®MA50NRY CONSTRUCTION (TYPICAL) ®® CMU CONSTRUCTION w/REINF-FILLED CELLS (SEE FOUNDATION PLAN) ® CMU CONSTRUCTION w/POURED CONCRETE COLUMN w/REINF. (SEE FOUNDATION PLAN) { NON -BEARING FRAME CONSTRUCTION I----1 BEARING FRAME CONSTRUCTION CONSTRUCTION ABOVE OR BELOW I-HR. NLB FRAME CONSTRUCTION INSULATED INTERIOR PARTITIONS EXISTING WALL CONSTRUCTION (TYPICAL) ARCHITE SCALE IM ■ ORAL SITE LOCATION PLAN SEE SURVEY FOR DIMENSIONED LOCATION ON SITE. PRODUCT APPROVAL SCHEDULE PERMIT TYPE: RESIDENTIAL PERMIT NUMBER: TBD OWNER'S NAME: BENNETT JOB SITE LOCATION: 13054 NW GILSON ROAD, PALM CITY, FL 33434 DESIGN PROFESSIONAL NAME: JOHN M. AHERN, AIA Rule 9 B-72 requires the following information promulgated by the Florida Building Commission. In the event that information required for product approval has been incorporated in to the plans, specifications or general notes, simply indicate page number on the affidavit. PRODUCT MODEL MANUFACTURER EVALUATION AGENCY EXPIRATION DATE EXTERIOR PERSONNEL DOOR STEEL PROFILES SERIES OUTSWING GENSTEEL NOA No. 17-0803.01 7/14/2020 OVERHEAD GARAGE DOORS HURRICANE MASTER MODEL 824 DAP DOORS NOA No. 17-1108.30 02/22/2020 PROJECT DATA CODES: 2014 I=LORIDA BUILDING CODE5 CONSTRUCTION: TYPE LIB - UNPROTECTED, SPRINKLERED I -STORY PRE-ENGINEERED METAL BUILDING w/CMU EXT. WALLS UP TO 12' 4 METAL SKIN ABOVE, LuANTERIOR LOAD -BEARING STEEL BEAM 4 COLUMNS, w ENG'D STEEL BAR JOIST 4 METAL DECKING 4 CONC, MEZZANINE STRUCTURE, OCCUPANCY: & (OCCUPANT LOAD): R RESIDENTIAL - (SECTION 312): 1,200 GSF / 200 GSF PER OCC. = io OCC. TOTAL BUILDING OCC. LOAD = 6 OCC. BUILDING AREA TABULATIONS: TOTAL ENCLOSED BUILDING: AREA: 1,200 G.S.F. DESIGN PARAMETERS BUILDING DESIGN: ENCLOSED WIND SPEED: V(ult) = 110 MPH, (TBL 1609.3.1) WIND SPEED: Wasd) = 132 MPH, (TBL 160'33.1) BUILDING. CATEGORY: II EXPOSURE: C MEAN BUILDING HEIGHT: 13' VELOCITY PRESSURE: 45 PSF INTERNAL PRESSURE COEFFICIENT: ±0.18 SOIL BEARING PRESSURE: 2500 PSF (ASSUMED) FLOOR LOADS: 40 PSF ROOF DEAD LOADS: 20 PSF ROOF LIVE LOADS: 20 PSF IMPACT PROTECTION: EXT. DOORS DESIGN PRESSURES: SEE ELEVATIONS 4 PRODUCT APPROVAL SCHEDULE STANDARD SYMBOLS X] NOTE ODOOR X NUMBER INTERIOR ELEVATION SHEET NUMBER WINDOW LETTER I Ax DETAIL SHEET NUMBER I BUILDING SECTION SHEET NUMBER REVISION — REV. NUMBER THIS IS NEW CONSTRUCTION PER 2011 (FBC) A RESIDENTIAL DETACHED GARAGE. ARCHITECTURAL WORK: NEW METAL BUILDING w/ SECTIONAL O.H.D. 4 1 PERSONNEL DOOR - STRUCTURAL WORK: METAL BUILDING SUPER -STRUCTURE w/CONCRETE SLAB AND FOUNDATION, PLUMBING WORK: NO SANITARY LINES 4 WATER LINES FOR THIS PROJECT, MECHANICAL WORKt PROVIDE 4 INSTALL. HUMIDITY CONTROL HVAC SYSTEM AND A HUMIDI5TAT. ELECTRICAL WORK: PROVIDE 4 INSTALL LIGHTING FIXTURES AND SERVICE OUTLETS. FIL680PY � -a R VIEWE FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 'SPY _._1 0 MAY t 7 ,.� ST. LU-'_ '-• nittln9 INDEX OF SHEETS I A 0 SITE LOCATION PLAN, INDEX OF SHEETS, GENERAL NOTES, PROJECT DATA, AREA TABULATIONS, WALL LEGEND, SYMBOLS, SCOPE OF WORK, PRODUCT APPROVAL SCHEDULE 2 Al BUILDING PLAN, NOTES, EXTERIOR ELEVATIONS, HVAC EQUIPMENT SCHEDULE, POWER RISER 4 LOAD CALCULATION, LIGHTING SCHEDULE METAL BUILDING PLANS, ELEVATIONS, SECTIONS AND DETAILS BY FSBS, LLC: (ATTACHED) FOUNDATION PLAN, FOOTING DETAILS BY: RIDDLE CONbULTING ENGINEERS, INC, (ATTACHED) INN, INN I Amil ■1u 2674 S.W. WilloughbyBlvd. Florida 34994 1 :'1 U 2019 JOHN M. AHERN, ARCHITECT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISTRIBUTED. DISCLOSED, OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE USER(S) THEREOF, WITHOUT WRITTEN CONSENT, BECOME INDIVIDUALLY AND COLLECTIVELY INDEBTED TO THE ARCHITECT FOR TREBLE THE FULL COMMISSION PLUS DAMAGES AND ALL LEGAL FEES & EXPENSES INCURRED. DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS 1. CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SWW. COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK S PERFORMED ON THE SITE. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFUCTING FIELD CONDITIONS. 4, CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DETECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 5. ALL WORK SHALL EQUAL OR EXCEED ALL APPUCABLE BUILDING CODES. 6. COMPARISON OF ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL PLUMBING AND ELECTRICAL DRAWINGS SHALL BE PERFORMED BY THE GENERAL. CONTRACTOR AND ALL SUB -CONTRACTORS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ALL DIMENSIONS SHALL BE CHECKED BY THE SAME BEFORE STARTING THE WORK. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS. 8. ANY DISCREPANCIES, ERRORS, OR OMISSIONS IN THE PLANS OR SPECIFICATIONS DISCOVERED BY THE GENERAL CONTRACTOR OR ANY SUB- CONTRACTORS SHALL BE REFERRED TO THE ARCHITECT FOR FURTHER CLARIFICATION BEFORE STARTING THE WORK IN QUESTION. IF THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTORS FAIL TO GIVE WRITTEN NOTICE OF SUCH DISCREPANCIES, ERRORS, OR OMISSIONS AND OBTAIN CLARIFICATION FROM THE ARCHITECT, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE TOTAL COST (AT THE GENERAL CONTRACTOR'S EXPENSE) OF RECTIFYING THE DISCREPANCIES, ERRORS, OR OMISSIONS AND OTHER WORK DIRECTLY OR INDIRECTLY AFFECTED BY THE RECTIFICATION. 9. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, THEN, THEIR CONSTRUCITON SHALL BE OF THE SAME CHARACTER AND QUALITY AS THOSE OF SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. IN ALL INSTANCES, THE ARCHITECT SHALL BE CONSULTED FOR VERIFICATION OF ACCEPTABLE QUALITY AND CHARACTER PRIOR TO COMMENCEMENT OF WORK ON THE AFFECTED AREA. 10. THE ARCHITECT AND/OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL, NOR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 11. IMPACT FEES, WATER CONNECTION FEES, AND DEPOSITS FOR PERMANENT UTILITY SERACES SHALL BE PAID FOR BY THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THESE FEES APPLY PRIOR TO THE START OF CONSTRUCTION OF THIS PROJECT. 12. CONTRACTOR'S 'REQUEST FOR PAYMENT' SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND SUB -CONTRACTORS' WORK RELATING TO THE REQUEST FOR PAYMENT. 13. ALL 'CHANGE ORDERS' SHALL BE SIGNED BY THE OWNER AND APPROVED Bf THE ARCHITECT AND/OR ENGINEER. 14. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK, INCLUDING BUT NOT UMITED TO THE FOLLOWING: TRUSSES, CABINETRY, AT CONDITIONING, ETC, THE CONTRACTOR SHALL OBTAIN THE ARCHITECT'S WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION SAMPLES SHALL BE SUBMITTED UPON REQUEST. 15. ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LABORATORY AT THE CONTRACTOR'S EXPENSE. TEST RESULTS SHALL BE SUBMITTED TO THE ARCHITECT. 16. CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK ON A TIMELY BASIS AND AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE. PROJECT TITLE AUM4ND ����ppEE��rr ID1 ER 1L�1CA�N�NCE SCANNE BIT' GARAGE ' Lucie Cow NEW CONSTRUCT ION I REV. DATE PROJECT 11 ISSUED 2019-2138 1 24-APR-2019 SHEET // a 0-1 IN 0 O m w T 40'-0" 0/0 5TEEL — — — — — - i /i i /L±J 1 2x20 DEEP MONOLITHIC FOOTING ,I ` 1\ W/ (2) #5 REBAR CONTINUOUS 2 HAIRPIN ANCHOR - #5 REBAR, 20' IN LENGTH WRAPPED AROUND ANCHOR BOLTS IN - I LMAINFRAME IN 1242 FOOTING 1" DEEP SAW-CUr CONTROL ]OINK CUT WITHIN 12 HOURS OF POUR F J 4" - 3000 P51 GONG SLAB OVER G MIL V15QUEEEN OVER CLEAN FILL TERMITE TREATED 7 CED L- I -,['94 SEE MET& BLDG MNFG SHOP DWGS x tilt 1 2x20 DEEP MONOLITHIC FOOTING W/ (2) #5 REBAR CONTINUOUS NOTE: RECE55 SLAB @ ALL O/H DOORS - SEE METAL BLDG SHOP DWGS I G'-3%2' NOTE: RECESS SLAB @ ALL O/H DOORS:- SEE METAL BLDG SHOP DWGS I '- 101/4" I '— 100%4" F- I F _J _ — J 1 '-10%4" FOUNDATION PLAN 4" THICK, 3000 PSI CONCRETE SLAB W/ FIBERMESH OVER G MIL VISQUEEN - TERMITE TREATED #5 REBAR 'HAIRPIN ANCHOR WHERE INDICATED ON FOUNDATION PLAN 48"x48"x24" DEEP PAD FOOTING W/ #5 BARS @ G" O.C. EACH DIRECTION (TYP) TOP AND BOTTOM F-2 FOUNDATION @ SLAB ON GRADE NOT TO SCALE 4" THICK, 3000 PSI CONCRETE SLAB SEE METAL BLDG MNFG �\l t FIBERMESH OVER SHOP DWGS \ �1\\ G MIL VISQUEEN - TERMITE TREATED \tea x \\ 3G"x3G"x24" DEEP N PAD FOOTING W/ #5 BARS @ G" O.C. EACH DIRECTION (TYP) TOP 4 BOTTOM 1 2x20 DEEP MONOLITHIC FOOTING W/ (2) #5 REBAR CONTI NUOU5 (F--D FOUNDATION @ SLAB ON GRADE NOT TO SCALE ENGINEERI5 NOTES: 1. FLORIDA BUILDING CODE 2017, Gth EDITION A5CE 7-10 2. ASSUMED SOIL BEARING CAPACITY - 2000 PSF 3. CONCRETE = 3000 PSI @ 28 DAYS 4. BASIC WIND SPEED - I G2 MPH Vult EXPOSURE "B" 5. RISK CAT 2 G. REFER TO METAL BUILDING MNFG'5 SHOP DRAWINGS FOR EXACT PLACEMENT OF ANCHOR BOLTS 7. ROOF LIVE LOAD = 20 PSF, DEAD LOAD 2.5 ?Sr CONCRETE NOTES 1. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI, UNLESS NOTED OTHERWISE. 2. ALL SLABS ON GRADE SHALL BE 6" THICK OVER CLEAN COMPACTED TERMITE TREATED FILL AND 6 MIL V.B. 3. ALL REBAR TO BE GRADE GO NOTES Riddle Consulting Engineers, Inc. structural civil mechanical Paul D. Riddle, P.E. Senior Engineer COA: 00004759 Paul A. Riddle, Jr. Structural Engineer ADDRESS 1720 5E CiY HWY 484 BELLEVIEW, FL 34420 PHONE (352) 245-7041 FAX (352) 245-5458 WEBSITE ffiW.PJDDLHENGINEERING.COM COPYRIGHTO 2015 THESE PLANS ARE PROTECTED BY COPYRIGHT LAWS, ANY UNAUTHORIZED USES MAY RESULT IN LEGAL ACTION. ENGINEER'S SEAL Apr 9 2019 3:51 PM s„ I PAUL D. RIDDLE, P.E. P.E. 36989 REVISIONS, NOTES PROJECT DATA C m > <£ d Lu O O 'm Q n O� z o (n o �� o J L— m > J W '^ V1 L IJ G O Q m_ —Q o CONTACTINFORMATION DRAWN: PDR DATE 4-9-2015 SHEET DATA FOUNDATION PLAN 5CALE 3/ 1 1 I '-0" S101 JOB NUMBER 2190141 �i PDF created with pdfFactory Pro trial version www.pdffactory.com EXTERIOR ELEVATION SOUTH EXTERIOR ELEVATION EAST EXTERIOR ELEVATION NORTH SCALE 1/4" ■ 11- 011 EXTERIOR ELEVATION WEST SCALE 144"11111- 0° ALEXANDER GARAGE LOAD CALCULATION GENERAL LIGHTING MAIN FLOOR 1200 SFx3VA/SF(0.25 D.F.)= 4,500 VA CONVENIENCE OUTLETS MAIN FLOOR 1200 SFxIVA/SF= 1,200 VA HVAC SYSTEM: HUMIDITY CONTROL ONLY 5 AHU I HEA T I. 7.6 kW x 2 D.F. = 9 500 VA SUB —TOTAL WITH DEMAND FACTDRS 15,200 VA FIRST 10 kVA @ 100% 10,000 VA REMAINDER W/O A.C. (0 kVA@ 40%) 0 VA A/C LOAD (4,500 kVA @ 65%) 6,175 VA TOTAL ADJUSTED LOAD 16,175 VA 16,175 VA = 67.4 AMPS 240 V 67.4 AMPS x 1.2 = 80.8 AMPS USE (1) 200 AMP, 30/4' CKT PANEL (I) SET OF (3) M 3/0 AUG. THHN. IN 2" CONDUIT TO GARAGE PANEL DISC "All PANEL 2mmA O 220mA 200 A METER 3W 10 FROM 1 04 CU. GND. WIRE rO (U SET OF (3) 0 3/0 FPL (2) gi "Q GDX Im' G. AUXa. THHN. 4 w4 GU CND. RODS, BLDG CND. IN 2"ro CONDUIT REBARS, a COLD UG' WATER PIPING ELECTRICAL RISER DIAGRAM we E 2P4 P METER L_ i, X �1� X .ram.— �..�..—•—•——�.,�•_ L—.— —. .— �..,,�._ `� I i 1 +A8 � B VB + A A + GDO 16' x 10' SECTIONAL GARAGE DOOR 16' x 10' SECTIONAL GARAGE DOOR -._._....... ........................... -_._._._._._.-._._._._._._._._._._.Q 9 T I I N m� C00 C/ s / I i, BUILDING PLAN SCALE 140 • 11- 01I O LIGHTING FIXTURE LEGEND ID SYMBOL DESCRIPTION MFR MODEL LAMPS FNISH MOUNTM REMARKS WATT A ® 12 x 48 PENDANT OR SURFACE —MOUNTED LED FIXTURE LITHONIA OR EQ. STL-4-48L—LP835 120V (OR EQ.) 2 LED 26 CEILING MOUNT 3500' K GARAGE B V FAN FIXTURE (DAMP LOCATION) BY OWNER 52" DIAMETER OR PER OWNER ___ _-- --- CEILING MOUNT G y� y DECORATIVE EXTERIOR WALL LIGHTS (WET LOCATION) BY OWNER SHAPER OR EQ. 673-16—WP—CFL/2/ 120V—WH-2HTB 1 LED 26 PER OWNER WALL—MTD OUTSIDE GARAGE NOTES: 1. VERIFY CEILING TYPE a VOLTAGE PRIOR TO ORDERING FIXTURES. 2• ANY pROPOgj=O ALTERNATE LICxHTING PACKAGE SHALL INCLUDE PHOTOMETRIC LAYOUT of INTERIOR a PXTERIOR FIXTURES TO ENSURE ADEQUATE LIGHT LEVELS. 3. OTHER LIGHTING FIXTURES, ACCESSORIES, a MANUFACTURERS MAY BE SUBSTITUTED BY OWNER. ALL CHOICES, AND THEIR CONSEQUENCES ARE THE SOLE RESPONSIBILITY OF THE OWNER 4. USE WALL DIMMER COMPATIBLE WITH FIXTURES a BALLASTS. HVAC SUPPLY AIR UNIT SCHEDULE for HUMIDITY CONTROL ONLY WIT NO. MANUFACTURER CAPACITY MODEL NO TOTAL BENS. SUPPLY FAN }BAT KW ELECT. W011 ft-"CNG VMW=Y 0" OA HI° AHU-1 Ce00DMM CHPF4860060 38.6 28.1 1400 140 1/2 1.6 240/1/60 RESIDENCE NaMS, ) � M� Yrr �SWITCNES AND EMEISENGY DRAN LW ON ALL DRAFT PANS. 3) THERMOSTAT TO BE FROCiRAMMAISLIE WITH NIGHT SETBACK CONDENSING UNIT SCHEDULE AI.IU NO. = W. MANUFACTURER MODEL NO. AHRI IMS%-RENCE NUMCER CONO. FAN ELECT. I = B SEER/ER W. Hww V/FWCY MGA I CU-1 GOODMAN GSX160421FA 51539*0 1 1/3 240AI60 16.0 SEER NOTE.PAD10 WI7RFI9T h�A°HFOR BOLTING A/C WIT NOTE: OTHER HvAC EQUIPMENT, ACCESSORIES, AND MANUFACTURERS MAY BE SUBSTITUTED BY OWNER. ALL CHOICES, AND THEIR CONSEQUENCES ARE THE SOLE RESPONSIBILITY OF THE OWNER. AHERN & ® ASSOCIATES, FM ARCHITECTS, P.A. 2674 S.W. Willoughby Blvd. Stuart, Florida 34994 (772) 220 - 8907 AR-12958 2019 JOHN R AHERN, ARCHITECT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED, DISTRIBUTED, DISCLOSED, OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE USER($) THEREOF, WITHOUT WRITTEN CONSENT, BECOME INDIVIDUALLY AND COLLECTIVELY INDEBTED TO THE ARCHITECT FOR TREBLE THE FULL COMMISSION PLUS DAMAGES AND ALL LEGAL FEES & EXPENSES INCURRED. PROJECT TITLE LC, ER MIDINM GARAGE NEW CONSTRUCTION Pc T�Y.�i.o�R Da° �34 REV. DATE CT 2019213 224 -APR SHEET SHEET GENERAL NOTES FABRICATION SHALL BE IN ACCORDANCE WITH FSBS STANDARD PRACTICES AND IN COMPLIANCE WITH THE APPLICABLE SECTIONS, RELATING TO DESIGN REQUIREMENTS AND ALLOWABLE STRESSES OF THE LATEST EDITION OF THE "AWS STRUCTURAL WELDING CODE D 1A AND D1,3" MATERIALS HOT ROLLED STEEL SHAPES STEEL PIPES STRUCTURAL TUBING STRUCTURAL STEEL WEB PLATE STRUCTURAL STEEL FLANGE PLATES/BARS COLD FORM LIGHT GAUGE ROOF AND WALL SHEETS CABLE BRACE ROD BRACE MILL SECTIONS M DESIGNAI_' A572 A50D ASaO A572/A1011 A529/A572 A653/AIO11 A792/A653 A475- TYPEI A36 A36 N. YIELD_STRFNfTHI FY = SD KSI FY 42 KSI FY = 46 KSI FY = 50 KSI FY = 55 KSI FY = 5D, 55 KSI FY = 50, B0 KSI EXTRA HIGH STRENGTH FY = 36 KSI FY = 36 KSI MIN. TENSILE STRENGTH MACHINE BOLTS L NUTS A307 FU = 60 KSI HIGH STRENGTH BOLTS 0- D1A, L LESS) A325 - TYPE 1 FU = 120 KSI HIGH STRENGTH BOLTS ( >I' TO 1-1/2') A325 - TYPE 1 FU = 105 KSI ANCHOR BOLTS (IF SUPPLIED) F1554 - GR36 CLOSURE STRIPS ARE..FURNISHED ON Y IF NUMD ON SHIPPING DOCUMENTS INSIDE — UNDER ROOF PANELS AT EAVE OUTSIDE — BETWEEN END WALL PANELS AND RAKE TRIM UNDER CONTINUOUS RIDGE VENT SKIRTS ERE:CTION NUTS( ALL BRACING, STRAPPING, 6 BRIDGING SHOWN AND PROVIDED BY FSBS FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. IF ADDITIONAL BRACING IS DETERMINE THE AMOUNT OF SUCHLITY BRACINGING AND ERECTION, PR CURE AND INSTALLS AS NEEDERESPONSIBILITY TO D. ERECTION AND UNLOADING MU BY FSBS SHORTAGES ANY CLAIMS OR SHORTAGES BY BUYERS MUST BE MADE` TO FSBS AT TIME OF AND DISALULO1 SUCH HIF CLAIMS TS SHOWON S71ELIVERWAIVED BY THE ERECTIONS OF ERRORS AND REPAIRSSNIMA 610 CLAIMS FOR CORRECTIONS OF ALLEGED MISFITS WILL BE DISALLOWE➢ UNLESS FSBS SHALL HAVE RECEIVED PRIOR NOTICE THEREOF AND ALLOWED REASONABLE INSPECTION OF SUCH MISFITS. THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS INTO LINE, SHORTAGES OFERATE MATERIAL AMOUNTS A ORONORMALREAMING, PART OFCHIPPING ERECTIONCUTTING, AREAND NUT SUBJECT REPLACEMENT CLAIM.F MINOR ), ;--c . v Ahlr REFERENCE, STEEL CONSTRUCTION MANUAL AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. THIRTEENTH EDITION (AISC) FLORIDA PRODUCT APPROVAL NUMBER..— ELITE STRUCT9 ES 26 GAUGE PBR PANEL WALL PANEL FL27502 PRR ROOF PANEL FL27; M D all ENDWALL RAFTE ENDWALL L.LJ IK IVGiS l.tJ l..4 �'i�v PROJECT: FSBS ROOF PITCH: ,•,1? FLORIDkSTEU BUILDING SYSTEMS, I.I.C. BUILDING DRAWING FOR ILLUSTRATION ONLY OJEC AGER PETER CHACON DATE: 3/11/19 PALM CITY,FL BUILDING DESCRIPTION: 30'X 40'X 12' LOCAL BUILDING CODE: ENCLOSURE TYPE: BUILDING RISK CATAGORY LOAD REDUCTION USED: LIVE LOAD TO FRAMES: LIVE LOAD TO PURLINS: DEAD LOAD: COLLATERAL LOAD: SNOW LOAD (GROUND): SNOW LOAD (ROOF): WIND SPEED: WIND EXPOSURE: IALLRSHEETS SEISMIC ZONE: SEISMIC IMPORTANCE: SPECTRAL RESPONSE Ss SPECTRAL RESPONSE S 1 RAIN INTENSITY: 5 yr. 25 yr. BUYER/CUSTOMER RESPONSIBILITIES APPROVAL OF FSBS DRAWINGS AND CALCULATIONS INDICATES THAT FSBS HAS CORRECTLY INTERPRETED AND APPLIED THE CONTRACT DOUCUMENTS, THIS APPROVAL CONSTITUTES THE CONTRACTOR/OWNER ACCEPTANCE OF THE ELITE STRUCTURES DESIGN CONCEPTS, ASSUMPTIONS, AND LOADING. (SECTION 4 AISC CODE 9H EDITION AND HBMA 3.3.3) ONCE THE BUYER/END USE CUSTOMER HAS SIGNED FSBS APPROVAL PACKAGE AND THE PROJECT IS RELEASED FOR FABRICATION, CHANGES SHALL BE BILLED TO THE BUYER/END USE CUSTOMER INCLUDING MATERIAL, ENGINEERING AND OTHER COSTS. AN ADDITIONAL FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND SHIPPING SCHEDULE, IT IS THE RESPONSIBLL THE APPLICABLE REOUIF DATA AND DRAWINGS FC FSBS OR ITS DESIGN Et FOR A CONSTRUCTION P COMPONENTS YURNISHED THE INSURE COORDINATION. ALL INTERFACE, COMPATIBILITY BY FSBS ARE TO BE CONSIDERED IRIA CONCERNING THIS INTERFACE BETWEEN 'SOS ASSUMPTIONS WILL GOVERN 15REEMENT THAT SSIONAL OF THE STRUCTURAL THE STEEL IN 5UYS, BE DETERMINED SET GF DRAWINGS, FSDS IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR DOLTS TO PERMIT THE TRANSFER OF FORCES 13ETWEEN THE RASE PLATE AND ANCHOR DOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT RESPONSIBLE FOR THE TRANSFER OF ANCHOR BOLT FORCES TO THE CONCRETE OR THE ADEQUACY OF THE ANCHOR BOLT IN RELATION TO THE CONCRETE, NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTIONS OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPPING, WELDING OR CUTTING, AND 'THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE OF DRIFT PINS, ERRORS WHICH CANNOT BE CORRECTED BY FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN MEMBERS CONFIGURATION ARE TO REPORT IMMEDIATELY TO FSBS BY THE BUYER/ END USE CUSTOMER, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF CORRECTION TO BE USED BY OTHERS, ($ECTIUN 7 AISC CODE OF STANDARD 9TH EDITION) FBC 17 ENCLOSED II -NORMAL Yes 12 20.00 2.500 0 0 0 162 B A 1.00 0.05 0.03 11.0 14.0 DESIGN SPECIFICATIONS FOR ,on ID: 11134 "Qftpsy S. Barfield, P.L.- k?149 Nell Purvis Road LMel, GA 31620 19 ENGINEERING SEAS THIS CERTIFICATION COVERS PARTS MANUFACTURED AND DELIVERED BY FSBS ONLY pOOSOp� No 54419 ri e 0;t l ei �•(�`�A�y° 40 pppeo. e.o• Vy�^" Py�? N ��o< tBSGOBnDEBr4� r„ 5-7 ! SEALING OF THESE DRAWINGS DUES NOT IMPLY OR CONSTITUTE THAT FSBS ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THE THIS PROJECT, ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY FSDS IS INCLUDED, FOUNDATIONS ANALYSIS, ELECTRICAL, AND N CHANICAL SYSTEMS AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN FSBS RE SPECIFICALLY EXCLUDED, NO INSPECTION OR SUPERVISION IS IMPLIED. 01�I SCANNED ®Y St. Lucie County -r bi to U_ 0 0 0 i 0 t 0 0 a i 0 to n 6„ 19 3/4" 9 3/4„ FRAME LINE DIMENSIONS 40'-0" OUT —TO 0 0 0 a_ rr T t t t t 16'-3 1/2 0, _ _ _ 16'--3 119" FSBS FLORIDA STEEL BUILDING SYSTEMS, I.I.C. SCALE, DATE, N.T.S. 3/11/19 SALESMAN, P. CHACON BUILDING SIZE, 30' X 40' X 12' ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) REVISION DATE, DESCRIPTION 9 3/4° 8„ d Dia= 1 /2" cn a 400 0 2„ EW � 1 3/4" 8 "� DETAIL A Dia= 1/2" ca 0 4>' 0 2„ EW 1 3/4" See Plan DETAIL B Dia= 3/4" 6" N 4" 4" „ �„ 2„ 2 Sw See Plan DETAIL C Dia= 1 /2" O 00 4" 0 2° EW/ SW 1 3/4„ See Plan DETAIL D 9 3/4" 1 g" t DESIGN CRITERIA BUILDING CODE, FBC 17 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINS, 20.00 PSF COLLATERAL LOAD: 0 PSF SNOW LOAD (GROUND) 0 PSF WIND SPEED: (ULTIMATE) 162 MPH WIND EXPOSURE: B BUILDING RISK CATEGORY II - Normal ENCLOSURE CLASS: CLOSED TITLE/LOCATION PLAN, JOB # FSBS 11134—AB PALM CITY, FL, ANCHOR BOLT PLAN SHEET 1 OF 12 V149 Nell Purvis Raid 64�dei, GA 31620 q� °nn°� onAyo° • " a�rs'���J Pao 5441 �m � O p O � p �. o 4u y n p ° a C - . L O Pt o" a , ON 04i#800004��p�® FRAME LINES: 2 NOTES FOR REACTIONS C A COLUMN LINE Building reactions are based on the following building data: Width (ft) -- 30.0 Length (ft) - 40.0 Eave Height (ft) - 12.0/ 12.0 Roof Slope (rise/12 ) = 1.0/ 1.0 Dead Load (psf ) = 2.5 Collateral Load ( sf ) -- 0.0 Roof Live Load sf } = 20.0 Frame Live Load psf ) - 12.0 Wind Speed (mph ) = 162.0 Wind Code = FBC 17 (IBC 15) Exposure = B IV Iv Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Seismic Zone = A Column_ReactlonS(k ) Seismic Coeff Fa*Ss = 0.09 ( ) Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Grout Line Line ld H Vmax Id H Vmin Qty Dia Width Length Thick (in) 2 C 3 3.6 2.5 6 -5.9 -3.7 4 0.750 6.000 11.50 0.500 0.0 ID Description 1 1.7 5.9 4 -5.8 -8.9 2 A 7 5.9 --5.7 2 -3.6 2.5 4 0.750 6.000 11.50 0.500 0.0 1 -1.7 5.9 5 5.8 -8.9 1 Dead +Collateral +Live RIGID FRAME: BASIC COLUMN REACTIONS (k ) 2 Dead +Collateral+0.75Live+0.45Wind_._.Left1 Frame Column -------Dead--------- Live ---------Wind..,..Left1- -Wind,....Rightl-----Wind_Lefit2- -Wind-Right2- 3 Deadg +Collateral +0.75Live+0.45Wind_Riht1 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 4 0.61Dead+0.6Wind_Left1 2 C 0.4 1.4 1.4 4.5 -10.0 -16.3 4.9 -5.0 -10.3 -10.9 4.6 0.4 0.6Dead+0.6Wind_Ri ht1 g 2 A -0.4 1.4 -1.4 4.5 -4.9 -5.0 10.0 -16.3 -4.6 0.4 10.3 -10.9 6 0.6Dead+0.6Wind Le(t2 Frame Column---Wind_Long1- --Wind_Long2- -Seismic-Left Seismic -Right -Seismic-Long 7 06Dd+06WidRi ht2 ean- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ..g 2 C 0.4 -14.6 0.0 -12.4 -0.2 -0.2 0.2 0.2 0.0 -o.2 8 0.6Dead+0.6Wind_Long 1 L 2 A 0.0 -9.5 -0.4 -11.8 -0.2 0.2 0.2 -0.2 0.0 0.0 9 0.6Dead+0.6Wind_Long2L 10 0.6Dead+0.6Wind_Right1 +0.6Wind._Suction ENDWALL COLUMN: BASIC COLUMN REACTIONS (k) 11 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L Frm Col Dead Live Wind wind wind Left1 Rightl Left2 wind Right2 Wind -Press Wind_Suct wind Wind Lon g1 Long2 12 0.6Dead+0.6Wind-Pressure+0.6Wind..._.Long 1 L Line Line Vert Vert Vert Vert Vert Vert Harz Vert Harz Vert Vert Vert 13 0.6Dead+0.6Wind..._.Suction+0.6Wind_Long 1 L 1 C 0.2 1.2 -2.7 -1.4 -1.7 -0.5 0.0 0.0 0.0 0.0 -2.7 -1.4 14 Dead+ Col lateral+0.75Live+0.45Wind-Left2+0.45Wind_Suction 1 B 0.6 3.6 -6.2 -6.2 -3.7 -3.7 -3.0 0.0 3.4 0.0 -6.1 -6.1 1 A 0.2 1.2 -1.4 -2.7 -0.5 -1.7 0.0 0.0 0.0 0.0 -1.4 -2.7 3 A 0.2 1.6 -6.2 -1.2 -1.7 -3.7 0.0 0.0 0.0 -2.7 -1.4 BUILDING (� `�` IONS BRACING REACTIONS 3 B 0.6 3.6 -6.2 -6.2 -3.7 -3.7 -3.0 3.4 0.0 3.4 0.0 -6,1 -6.1 3 C 0.2 1.2 -.1.4 -2.7 -0.5 -1.7 -5.7 --2.9 0.0 2.9 -1.4 -2.7 ± Reactions(k ) Panel -Shear Frm Col Seis Left Seis Right Seis-Long Wall Col Wind - -Seismic- (lb/ft) Line Line Vert Vert Harz Vert Loc Line Line Horz Vert Horz Vert Wind Seis Note 1 C 0.0 0.0 0.0 0.0 1 B 0.0 0.0 0.0 0.0 1 A 0.0 0.0 0.0 0.0 L-EW 1 (i) 3 A 0.0 0.0 0.0 0.0 3 B 0.0 0.0 0.0 0.0 F-SW A Torsional Bracing Used 3 c 0.0 0.0 -0.4 -0.2 R_EW 3 (i) ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES B-SW C 3,2 5.7 2.9 0.1 0.1 Column-Reactions(k ) -- - (i)Bracing in roof to rigid frame Frm Col Load Hmax V Load Hmin V Bolt(in) Base-Plate(in) Grout Line Line Id H Vmox ld H Vmin Qty Dia Width Length Thick (in) ANCHOR BOLT SUMMARY 1 C 8 0.0 -1.5 8 0.0 -1.5 2 0.500 3.500 8.000 0.250 0.0 1 0.0 1.4 1 B 10 2.0 -3.4 11 -1.8 -3.3 2 0.500 3.500 8,000 0.250 0.0 1 0.0 4.2 10 2.0 -3.4 Did P(len) 1 A 9 -1.59 0.0 -1.5 2 0.500 3.500 8.000 0.250 0.0 QtY Locate (l ) Type 00.0 .0 3 A 12 0.0 -1.6 12 0.0 -1.6 2 0.500 3.500 8.000 0.250 0.0 --- �--- 1 0.0 1.4 O 12 Jamb 1 /2" GR36 1.50 DESIGN CRITERI 3 B 13 2.0 -3.4 11 -1.8 -3.4 2 0.500 3.500 8.000 0,250 0.0 O 12 wall End nwall 1 /2 GR36 150 3 C 9 0.0 0.0 4.2 13 2.0 -3.4 -1.5 11 -3.4 -3.1 2 0.500 3.500 8.000 0.250 0.0 0 8 . Frame 3/4 GR36 2.50 BUILDING CODE, LIVE LOAD TO FRAMES: 14 0.0 2.2 LIVE LOAD TO PURLINS, COLLATERAL LOAD, SNOW LOAD (GROUND) WIND SPEED, (ULTIMATE) WIND EXPOSURE, BUILDING RISK CATEGORY ENCLOSURE CLASS, SCALE= N T S DATE,3/11/I9 REVISION TITLE/LOCATION PLAN, JOB # SALESMAN, P. CHACON DATE, DESCRIPTION F S B S i FSBS BUILDING SIZE, PALM CITY, FL, COLUMN REACTION SHEET FLORIDA STEEL BUILDING SYSTEMS, I.I.C. 30' X 40' X 12' 0 FBC 18 020,00 0 162 B II CLOS 11134-CR 2 OF 12 (Mmgpry S. Barfield, P.E. 149 Nell Purvis Road__ 4 31620, tom, SO 'L l 1 �. v�ognd'n PSF P S F PSF No 54419 �� a MPH Normal _ F D� ''� + q�A.a reJ.•�.�e��Qil �� !I � II � I iL I,'If1 �19P q�ii i I; I _ -_ - - - - _ _. _ __ __ 4 (Gutter with 2 downspouts) (Gutter with 2 downspouts) d p 0 ' q Q 5 'V O ^ ^ N N N SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR — NEED COLOR TRIM TABLE FRAME LINE A & C OID PART DETAIL 1 E-108 TRIM_43 2 FL--830 TRIM_47 3 E-114 TRIM_30 4 E-115 TRIM_33 5 FL-26 TRIM_49 6 E-108 TRIM_43 6 �✓El i t N V O 3070 FIELD LOC `TE 777771 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. PBR - NEED COLOR SCALEt DATE N.T.S. 3/11/19 SALESMAN, FSBS P. CHACON BUILDING SIZE, FLORIDA STEEL BUILDING SYSTEMS, LLC. 30' X 40' X 12' TRIM TABLE FRAME LINE 1 3 O I D PART D ETAI L 1 E-108 TRIM_43 2 E-108 TRI M_43 3 FL-830 TRIM_47 4 E-101 TRIM_16 5 E-145 TRIM_? 6 E-146 TRIM_23 7 E-105 TRIM_? 8 FL-26 TRIM_49 REVISION DATEt DESCRIPTION TITLE/LOCATION FSBS PALM CITY, SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Go. PBR -- NEED COLOR Q ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Go. PBR - NEED COLOR PLANT DESIGN CRITERIA BUILDING CODE: FBC 17 LIVE LOAD TO FRAMES: 12 PSF LIVE LOAD TO PURLINS: 20.00 PSF! COLLATERAL LQAD1 0 PSF SNOW LOAD (GROUND) 0 PSF WIND SPEEDt (ULTIMATE) 162 MPH WIND EXPOSURE: B BUILDING RISK CATEGORY II - Normat ENCLOSURE CLASS1 CLOSED JOB # 11134-WS WALL SHEETING SHEET 6 OF 12 i "t�-" 12 Gregory S. Barfield, P.E. 149 Well Purvis Road Adel &W9 Q*' - S 4Z 544-160% iy�.E��iLl.__ 0 ��' �®a 01'E# I 6 W, w 0 o u`- Lo r � ». W CJ O u- t� t (n u- 0 0 a 1 40*—O" OUT —TO —OUT OF STEEL 0 on 3 r 00 i Q ca oo 0 0 FLORIDA STEEL BUILDING SYSTEMS, LLC. SCALE N,T,S. IDATEi3/11/19 PR CHACON BUILDING SIZEt 30' X 40' X 12' ROOF SH-EETING PLAN PANELS: r26 Go. PSR — Galvalume REVISION TEIT DESCRIPTION TITLE/LOCATION FSBS PALM CITY, FL, 149 Neil ptai vlg :rqiiC elf. C� 544lir f 6 @ PLAN, NOTE: SKYLIGHTS ARE TO BE FIELD LOCATED, TRIM TABLE ROOF PLAN OID PART DETAIL 1 E-107 TRIM 58 2 FL-51 DESIGN CRITERIA BUILDING CODE, LIVE LOAD TO FRAMESz LIVE LOAD TO PURLINSi COLLATERAL LOAD, SNOW LOAD (GROUND) WIND SPEED1 (ULTIMATE) WIND EXPOSURE: BUILDING RISK CATEGORY ENCLOSURE CLASS, JOB # ROOF SHEETING PBC 17 12 P ,00 PSF PSF 62 1 MP B II - Norma! 11134-RS SHEET 7 OF 12 ��aflaanAouaan�dGr wwD°Deee °O Cy ° Ito 54419 40 p s gyp. D "ien D w� e w •aton �V 00109080 �! °4 5--7 I I FL— 51 m 12 11 1 me FLORIDA STEEL BUILDING SYSTEMS, LLC. '-11" 4' — �d I -n11 BUILDING CROSS SECTION: FRAME LINE 2 1,_n1' MEMBER TABLE b De th Web Plate Outside Flange Inside Flange Mark Weight W x Thk x Len th W x Thk x Length jW S art End Thick Length RF1-1 245 11.0 11.0 0.188 12.0 6 x 1/4" x 135.9 6 x 1/4" x 121.6 11.0/11.0 0.188 109.6 6 x 1/4" x 19.3 11.0/11.0 0.313 15.2 RF1-2 301 W12X19 RF1-3 242 11.0/11.0 0.313 15.2 6 x 1/4" x 19.3 6 x 1/4" x 121.6 11.0/11.0 0.188 109.6 6 x 1/4" x 135.9 11.0j 11._.0 0.188 12.0 SCALE, j DATES N.T.S. E 3/II/I9 SALESMAN, P. CHACON BUILDING SIZE, 30'X40'X12' SPLICE BOLT TABLE Mark Qty Top Bot Int Type Dia Length SP-1 4 4 0 A325 0.750 3.00 �7FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A — L2X2X14G REVISION DATE, DESCRIPTION TITLE/L©CATION FSBS PALM CITY, FL, PLAN, ' —t 11t 1 —011 u 11 1/2; n 6ty S. 'Saifiefd, P:g°' 149 Kie1i Purvis L�o�* e' GA 31620 GENERAL NOTES: BOLT TIGHTENING — ALL BOLTED JOINTS WITH A325-09 TYPE 1 BOLTS ARE SPECIFIED AS SNUG —TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30,2004. PRETENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH,TWIST OFF TYPE TENSION CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED, INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT (SPECIFICATION FOR STRUCTURAL JOINTS 9.1) 13 SUGGESTED. REFERENCE: STEEL CONSTRUCTION MANUAL AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. THIRTEENTH EDITION (AISC) DESIGN CRITERIA BUILDING CODE, LIVE LOAD TO FRAMES: LIVE LOAD TO PURLINS; COLLATERAL LOAD. SNOW LOAD (GROUND) WIND SPEED- (ULTIMATE) WIND EXPOSURE, BUILDING RISK CATEGORY ENCLOSURE CLASS, CROSS SECTION JOB # 11134-XS FBC 17 12 PSF 20,00 PSF 0 PSF 1162 MPH II — Norriat CLOSED SHEET 10 Of 122 egg®oaaaaoea©sbey�, No 64419 40 a �°°�craRO 41 1 .5_-7 --{ 9 t: u G CC r I Is 0 co I �.J 1 O rn Ln I 0 r ' r- 1 Uj Cn Ln I r 0 0 0 I FLORIDA STEEL BUILDING SYSTEMS, LLC. SCALE, DATE, N,T.S. 3/II/19 SALESMAN, P, CHACON BUILDING SIZEr 30' X 40' X 12' PANEL ZONE LAYOUT (Minimum Fastener Spacing) _ -REVISION DATE, r" DESCRIPTION L FASTENER TABLE OID SCREW PART SPACE (in) 1 1 2x 1 .25 6.0 a f� f��� S. Barfi8ld, ,�3 SIX Nell Pur is Rwd del, 3162Q DESIGN CRITERIA BUILDING CODEt EBC 17 ao��paoa°°oeaBeaa LIVE LOAD TO F'RAMESt 12 PSF �S. ,r99 °Aa 'b v000 eb. 7 LIVE LOAD TO PURLINS, 20,00 PSF o`�4�� ,�.� '•b.;� COLLATERAL LOAD+ 0 PSF <f✓�' SNOW LOAD (GROUND) 0 PSF 0 ;$ WIND SPEED, (ULTIMATE) lb2 MPH 16 No 544197 WIND EXPOSURE, B BUILDING RISK CATEGORY II - Normal ENCLOSURE CLASS, CLOSED TITLE/LOCATION PLAN, JOB # T� b F�SBS 11134—ZL �;a��ac'(.'' ZONE LAYOUT RRB aQN�4��°°° PALM CITY, FL, SHEET 11 OF 12 <S-?-i 9 RAKE ANGLE BASE ANGLE pF BUILDING ENDWALL A325 1/2'XI 1/2' DOLTS, 2 PER CLIP (TYP) PLATE WELBED RAFTER BOLTS V/ NUTS TO RAFTER {{ BOLTS, 1/2' (TYP) 'PR o., S. D, SCREW I { \ _��,,,_,�.,,--'^� ENDWALL COLUMN \ /`' PUR IN beer evm r r—� ROOF PURLIN ` f J"" NAIL CORNER COLUMN ENDWALL ENDWALL b a ° ° 3•-a• nn — BOLT, .5•K1.0' COLUMN vAu PNlGL BOLT, 0.5' WELDED tRAFTER BY 1.25'. (TYP) PLATE WELDED O c ° EAss n ° PLATE 0 o O USE C2) V2' 9O4TS o 0 0 �AiM,yD FRLpAN 0 0pFTR BRAG VNL PNi<1. x I • 16 GA ANU ENDWALL COLUMN ZLC PURIN ENDWALL ENDWALL GIRTS BASE PLATE O RAPTL © SIDEWALL GIRT G 2 ROOF PURLIN TO INTERIOR FRAME RAFTER PLAN ELEVATION LL...... ENpWALI. GIRT SEE ENDVALL DRAWING A5 SECTION THRU ENDWALLa RAFTER d ENDWALL RAFTER TO COLUMN 4 ENDWALL COLUMN TO WALL GIRT D 4 CORNER COLUMN TO WALL GIRT E BCOLUMN OR DOOR JAMB FOR BQLT DIA AND TYPE, F10 RAFTER SPLICE AT SURFACE CHANGE GABLE SKYLIGHT TRIM BOLT, TIP. RAKE P pMnN 0,5' x IA' EAVE STRUT S. D. SCREW ANGLE CC 11..0U EAVE STRU 4TN GOLUR II�� 6❑❑6tt�N1 CAVE STRUT 1' RACES UMN OR HILT, TER WEB 0.5' x L5' ~ WALL GIRT DOOR JAMB CABLEWASHERHILLSID1 `5/8' 1 5/8' ' r PLATE FLAT WELDED WASHER / TO JAB EYEHDLT 135' 135• ENDWALL RAFTER-✓ -r- BOLTS, DOOR JAMB n r 4 /A 0.50'xt.25' WALL GIRT WELDED BOLTS, 1/2' (TYP) EXTENSION OF SLOT IN WEB TO UT PLATE FRAME O HILLSIDE WASHER E f VBOLTS, B PER CLIP (TYP) COLUMN TOP FLANGE q DOOR AND EYEBOLT ff ' ENDWALL COLUMN DOOR JAMB JAMB ['1 WALL GIRT TO FRAME COLUMN 7 SECTION ELEVAT]DN WELDED PLATE DOOR HEADER Ifs EAVE STRUT TO ENDWALL COLUMN WALL GIRT SEC710H ELEVATION SECTION ELEVATION 112' 1/2' SECTION ELEVATION DOLTS, 0.51' BY LO' CTYP) 7 EAVE STRUT TO RIGID FRAME WALL GIRT TO DOOR JAMB E-3 DOOR JAMB TO EAVE STRUT L 8 DOOR JAMB TO WALL GIRT M 5 DOOR HEADER TO DOOR JAMB Q2 DIAGONAL CABLE, EYEBOLT END E —107 SIDELAPS OF SCREW -DOWN PANEL CORNER BOX RAKE ENDS RAKE TRIM PEAK BOX BOX GUTTER R,U,7,2 PANEL GUTTER END GUTTER STRAP 'b tt l... vp1. Q.,.1,0., _,�,........-.•.-•'e-"-` 3/4' 5 1/4' 3/4' b fWT ftbbe .! W,' rot 6 1! 1 ..Oar. rpml at11\V4. Gtl OR 1/4'-107/8' LONG -LIFE LAPTEK t1w v+• s.n s J� s 3!4' 1 1/2' C 1' W/WASHER (FASTENER 041 @ 20' O.C. < e• °" j� BASE ANGLE s yr B �f T 14 1. 1Va. ,!.• 4, VARIES 4. I35 cis• 1/2'X3/32' TAPE SEALER I/273/32' TAPE SEALER PIGTAIL TO ENDLAP (CONTINUOUS@ ENDLAP) COLOR BASE TRIM B• 13/.. 51/4• � BASF ANGLE W/ TRIM E-102, E-103, E-143, E-144 E-105, E-145 E-10i E-146 E-114 E-115 FL--893 DOWNSPOUT W/ ELBOW DOWNSPOUT STRAP BASE TRIM CORNER TRIM R,A PANEL HEAD TRIM R PANEL 4' Ash OR '- 3 5/16' � 1 1/2' 3 5/16' ( 1 3/4' 9D 13D• 1 / 2' 2 1/2' 4 7/8' 135• 3 5/16 1 1/4' 130• 3/4' .� 3/4' COLOR 1 3/8' 3 2' 3/4' FL--31A FL-797 E-108 FL-830 FL-26 SCREW DOWN PANEL FASTENER LAYOUT ON EXTERIOR OF BUILDING SCREW -DOWN PANEL FASTENER SPACING @ INTERMEDIATE SUPPORTS r-r r-0• ra• s•a 2-1ltA 114 LWM SUf A (TAIL 13 a I VY 1'-0' F-W D 1!r dory S. Sarftld, P..' 149 Nell Purvis Roan, ,Adel, GA 3'i 520 SCREW -DOWN PANEL FASTENER SPACING @ PANEL ENDS r-a r-0' ra• r-r M R.I1//lp (rAs'SDP- DESIGN CRITERIA IRRiD! YNAAFA IGUma 13 r BUILDING C❑DE1 FBC 7 t%000 e80084 z� )• $• T' s• r xvr LIVE LOAD TOFRAMES! °°° LIVE LOAD T❑ PURLINS� 20.00 PSF COLLATERAL L❑ADO 0 PSF •�°��„��`�°°°��`°' SNOW LOAD (GROUND) 0 PSF ft 4.0 �;'° p WIND SPEEDO (ULTIMATE) 162 MPHQ�° No 54419 °> WIND EXPOSURE,. B ° BUILDING RISK CATEGORY II - Normal d ' ENCLOSURE CLASS,. CLOSED SCALE, DATE,. TITLE/LOCATION PLAN) N,T.S, 3111/19 REVISION JOB # � �° � R°�`-`ice• b V.1 ta` SALESMAN, 11134—DP �,a 0. FSBS P, CHACON DATE` DESCRIPTION F S B Sg td '�q�,�� �o BUILDING SIZE PALM CITY, FL, 00 DETAIL PAGE SHEET 12 OF 12 °ww�✓✓�179010 FLORIDA STEEL BUILDING SYSTEMS, I.I.C. 30' X 40' X 12' 1 J" .- "7" 1 9