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HomeMy WebLinkAboutBUILDING PLANSARCHITECT Certification for Design Load Compliance 1. DESIGN CODE: Florida 1Zlp 1^r4 Leode 2017 Edition w/N_ supplements using ASCE 7-10 2. Structure Design is: );, Enclosed _ Partially Enclosed - Open Building 3, Risk Category: _I ���II _ III _. IV Exposure Category: 4B_C _D Adjustment coefficient yd 4. Design Wind Velocit��yG&�9 mph _ASD1 _LRFD End Zone Width +-ft. 5. Mean Roof Height: t.i ft. Roof Pitch: y:12 Parapet _ft. r 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. J�• 'MRH (worst case) Zone I:. ?A- 2:-Zone 3:-tom Zone 4:- Zone 5:-34'• Garage: '� 7. Design Loads: Floor: L. PSF Roof/Dead: is PSF Roof/Live30 PSF Balcony: _PSF Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: _ PSF 8. Were Shear Walla Considered for Structure? X Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? �K Yes _Not applicable Explain Why Not: NO -US. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTQuTM WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE. DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) anw, l.61YCr>14 -~- GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTERLUNDERLAYMENT ARRIER FLOOD AIR FR6flZIN0 MBAN ANNUAL SNOW LOAD Bpe4d° 7oppprephio m h elfaotoM NA DESIGN CATEGOHYI Frost line WentherinR' depth" 7srmlta° DBSION TEMP•UIRED^ HA2ARb89 INDEXI TEMPI NA See ft R301.2(4) NA Negligible NA Very Heavy NA NA NA STT UCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE $000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLA13B AND FOOTINGS TO 2500 P.S.I. MIN, 3, REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30' MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3° BEAMS 1.1/2' COLUMNS 1.1/2' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TOA MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 8, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. S. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. F i LINTEL SOLEDUIE MANUFACTURER: CAST- ETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'10" 6113# 4460# 8F16/1T-18 L 2 3'-6" 6113# 3547# BF16/1T-18 L3 W-0" 6113# , 4t- 3079# 8F16/1T•18 L4 4'-6" 6113# "% 2724# 8F16/ST-1a LS 514" 5365# 2290# &F16/1T-18 L6 S'10" 436" 2093# SF16/1T-16 L7 61-6" 3480# 19M 8F16/1T-I6 2661# 1630 8F16/1T-iB 133# % BF36J1T-18 L10 10'-6" 914# 8F16/iT-18 L 11 11'-e 7981 SF16/1T-18 L12 12'-0" 723# SF16/1T-1S L13 13'1" !1370tt 606# 8F16J1T-18 t14 14'-0" 559# 8F16/1T-IR _ L15 14'-8" 519# 8F16/IT-18L16 IVA" 48S# BF16/11r-1B L17 171d" 950# 11 L Ll Jr- 1 404# !2t51 BF36/1T-18 _ LIS 19'A" 750# 347# 8F16/1T-16 119 217-4" 598# 306# I 8F16/1T-18 L20 22'-0- 550# 295# BF76/IT-18 l21 24-O- 450# 267# SF16/1T-1B RECESSED LINTELS MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD FT D APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206## BF14/1T•1S RL-2 4'•6" 52069# ffl462# 8F14/1T-1B RL-3 51-8" 4567#8 8F14/1T-1B RL-4 !F10" 4242## 1 8F14/1T-18 RL-5 6'-8" 3120#1# 8F34/1T-18 RL•6 7'-6" 2459## 1 SF14/31r-18 RL-7 9'A" 1568# 11358 1 BF14/1T-SB NOTES: ALL LOADS ARE IN POUNDS PER UNFAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. I tr7 fie- Tb.e &_Sc�Trc)t'" _o S _4- 'd - � M - - PRODUCT REVIEW CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORSTCiSE) SIMPSON CONNECrOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-B EACH 1163N (1) HETA 20 1810# 9.10dx1-1/2 " A2 1ST BRG HANGERBY TRUSS COMPANY 2M° BRG 6541!1 (1)HETA 20 1810# 9. Od X 116" SEA 48" O.C. 266# (3)HETA 20 1810# 9- Od X 1 Y." VALLEY TRUSSES 48" O.C. 672# (1)MTS 16 3000# 1 ITI&I-1/2" 1 L4 60 IZi a e . • • O EP � -• - O Q ____ --. -1 • V4 N H n a o* 4n 4N - L VUTT O O LIa�2Po�'� _ • i ZgGs i m LV , 5 h 12 $ PKrPK ♦ �r� g - SIFFLVFfi _N17- 1001- - • - j N N L��tIIVla �dQM O CoFFE2 �4. _J _r C • r 251-4V 8X11o'COro Ct F>IT�CK L.>t t tpS 1aiAct� • • IL e • O 1 1 • , • • PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GULSS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) WINDOW ZONE 4-29 -55 CUSTOMWINDOW S300PW FIR IMPACT 311VTAPCONS@ 14" MAX. O.C., 6" ON CORNER ZONE 5-34 SYSTEMS 13010A IAMBS, 1-1/2" MIN. EMBEDMENT AND 1-1/8" DISTANCE TO EDGE WINDOW ZONE 4-28 -70 CUSTOM WINDOW SH 8100 Ft# IMPACT 312V TAPCONS 10.5" MAX. D.C., 4" ON CORNER ZONE 5 -34 SYSTEMS 16177.1 IAMBS, 1-1/2" MIN. EMBEDMENT AND 1-1/8" DISTANCE TO EDGE WINDOW ZONE 4.28 -70 WSTOM WINDOW SH 8100 Ft# IMPACT 3/16" TAPCONS 16.9/16" MAX. O.C., 6" ON CORNER ZONE 5 -34 SYSTEMS CONT. HD AND 2823.2 IAMBS, 4" CENMER CLUSTERS,1-112" MIN. SILL EMBEDMENT AND 1.1/8" DISTANCE TO EDGE DOORS ZONE 4 -28 -75 THERM TRU CORP. FIBER CLASSIC Ft# IMPACT W TAPCONS @ 14" MAX. O.C., 6" ON CORNER IAMBS, ZONE S -34 SMCOTH STAR 20470.1 1-1/4" MIN. EMBEDMENT AND 2" MIN. CLEARANCE TO MASONRY EDGE AND 4" MIN. CLEARANCE TO ADIACENTANCHOR ROOFING SHINGLES ZONE 1-24 ZONE 2.40 ZONE 3 -60 N/A TAMKO BUILDING SUPPLIES HERITAGE SHINGLES Ft# 183554R4 N/A (6) 3/8" DIA. ROOFING NAIL PER SHINGLE UNDERLAYMENTS ZONE 1-24 N/A TAMKO BUILDING NO. 30ASTM FL# IMPACT MECHANICALLY ATTACHED WITH NAILS AND TIN CAPS ZONE 2 -40 SUPPLIES ASPHALT FELT 123264t8 SPACED W O.C. AT THE 4" LAPS a 6" O.C. IN THREE ZONE 3.60 EQUALLY SPACED ROWS IN THE CENTER OF THE SHEET (SELF -ADHERED) mS � gr Fvtp ' zL 'i►5 r ✓° Y AW l 1 O so S!}I z"s' 300tt'"1 Pk bNZS (2L-II I t�q- - -° -a d 11 H L r rr la co t 2,tt I IP '-Ou FL0071?, PLAIN L1(p )� K J'21 CORgC.r SCOGI� e*L, .../4iR5 SI�gS c .r Co -O A V1 e L QI • I 1 1 1 !• I I I I 1• s A a NCPIL, MAh"CE�. �F_D�oG� • 0 Wilk P � 9 t{eavl5 a I 1•IC Piy 2®G8 ItLr ve z®(s Pki Oe, 0 5tL6tuF5 �' I - N `cL L C" Ae rap 3=a 1 I-o W ID' . g I CkCVe, 8 _l 4 2' od' 4 � Il ou dG A. FbLp ell) L. Air r, -� R, � t1 TANCE OF THESE PRODUCTS AND METHODS OF LND IMPLIES NO WARRANTY OR GUARANTEE BY s J 1* Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 )JECT DOYLE SPEC FT. PIERCE, FLORIDA CLIENT ICONSULTANTS I REGISTRATION REVISIONS NO. DATE KEY MICHAEL J. SEAL, AIA AR96898 • NO"' I SHEET TITLE / SHEET NUMBER 73"1 yF �oec� I Z 6 5F BY C,r PQRT ZL s , St. LUcieCounty 4 I PROJECT NUMBER DATE S G I " 41/ I ARCHITECT TOP OF TIF— SM. TO BE W LAWE2 THAN TOP OF TF-USSE-S 51131f CDA 4 PLY FL'f WOOD 8"X4°MIN. KaKI- TIE BMA L /1 its — fw;4tA , ZX6"SVB FASCIA 5 VZ" L T P(v ?rr SoLis @ !v` O,c, wt-rH_ zw W<*sHEA25 mn0 ' 54'w'4r-5 Stssor- -fF-w6s =<_ a z4" o.c. I5'*F FELT $"OCNC, IBLK. WA-LL 6E E Pt AN5 — Fof-YE-r--71Cv.L• &TEFL SIZE SFA, C.IKV-2 DOOR AND WINDOW BUCK FASTENING 4"0• G. 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS C 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. GABLF- ENPTVJISS CONNECTI®N SCALE 1/414't'-a' -3 uv? ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD . ZONE P3 Y X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES; 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ A5TM D226. NOTE; STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO DE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS '/i' MIN. LEFT- S lV>1,=: - l��—ll/Y,-r 4 d t� OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH''%" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-114" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. UUL1;I�z 5-1IeCO y{c�T E.C' Pe-poF I IJ Cr., C CCraC�ECE S�Al.E.12- 8L4GC. I n� SCaC.Gl�TI O� Cii't' cf G L4 tCGC&a� RA's 't'- PFt�-'F w,G DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I W' CASE HARD NAILS @ 8" O.C. /z" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. o A I lu_M Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DOYLE SPEC FT. PIERCE, FLORIDA CLIENT CONSULTANTS REGISTRATION OF FLOR �P y; 4 J S '•. 1 cvis RED P AL, AIA AR96898 REVISIONS NO, DATE REVISION KEY PLAN 0911, SHEET TITLE / SHEET NUMBER A� o fr 4 NUMBER F ISO 98 IPROJECT DATE r-I-S 4,/411 T-L/PzF"e II ' I ARCHITECT ,S:,—r6644—> ©W P F3 LkTH 6 F- 5��/1tj1 �-)(-regwr-. !�orfrrr f,keP W/ I% °` PP-�4ALL g'of FIEL..0 — 12IMPS00�rA t )d I JUC?C7 P�✓I EL-L- PBt"zA4 ( vv rrral. , FIL.L.Ir.a c«r P;L� c�LUM 1-4 PtG-�I.- PJ.-lr 5 ,Q N MSA-AL r-oOF/r-k,-, .4' Pc�c.r �-scict o6� pYt sU{�I��° J 451 � �1-I�.I�I��.��L.1�°sc. �' D G. "n4" PLLI1�. (�'t—fPbE 46FF (T / w/ P B FILUL i--D c L L-e 1/?-"p�1wL r,�L- �/ ES!' lid L~P+1S16-6r T'y izooF STRVeTu ° 4Ce r P cht�+ t rt� 4 To7 GAT G. G4 BaiCOMI 1 LATE o"r*-Irm FLO 0 It NCIM- F-I �I �Nu FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-2 16" DEEP X 18" WIDE MONOLI FHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. N n Q<r q;4, Vi F-f 3~0 -4 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECI"ON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DOYLE.- SPEC FT. PIERCE, FLORIDA CLIENT CONSULTANTS RECEIVED AUG 0 $ 2019 ST. Lucie County, Permitting REGISTRATION 4 �. MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION i G zGh4 Aee�rgep KEY PLAN i j �� ., 10 eAk� SHEET TITLE / SHEET NUMBER OF 4 NUMBER i $ 0 1�1(18 IPROJECT DATE 8 Co ($ 64r1`1 .Zu14 19 lP Perm tN- ' ARCHITECT Z`wT� JIL Fl-uMe31r )C" t2G�— ELECTRICAL LOAD CALCULATIONS - 1751 SQ. FEET 3 VA 5253 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 FUTURE DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA i DRYER 5000 VA 1 IRRIGATION WELL 2500 VA 1 WATER HEATER 4500 VA 1 FUTURE POOL 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 43653 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 13461 VA AC / HEAT @ 100 % 12000 VA TOTAL 35461 VA 35461 148 AMPS 240 PROVIDE 200AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT I / 4 SINGLE POLE SWITCH '3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET - 220V OUTLET -� MOTOR OUTLET WALL MOUNT LTG. FIXTURE GROUND FAULT PROTECTION PHONE OUTLET B J.B. FOR FAN/LIGHT COMBO• CABLE TELEVISION OUTLET WP WEATHER PROOF �O. RECESSED -FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL �1 CHIMES j49 'J/O TH W'V IN vo— ELECT. 56Kvt@E E.Y•, (a r--1 " IU /too 1$ 50 r. C.u. c.'K►ap NTS Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 R 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT DOYLE SPEC FT. PIERCE, FLORIDA CLIENT : CONSULTANTS REGISTRATION p FLO�,� ...... . g6 98 i�U TE Ep' MICHAEL J. SEAL, AIA AIR96898 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER - L\Yt� es, t 7sl y� 46 F Li- �o�c.� 110Tr' L' ZS O 1 PROJECT NUMBER DATE //t" 14,4I(1 rev/pp rul vvl P, =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING I'I �, TO DETERMINE IF MULTIPLE PLY. i I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI .5u 10 13 Spar 30' Spin or less m Sore er Bar 60 degrees or less to Tag line A$. 112 span s. ' Tag line ��pprox 7pan. aaa-o approx. t/2 of Sen. REFER TO BCSI REFER TO BCSI rus Ts must be set this way if crane is used. Truss must be set this way If crane is used. I Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator seta truss this way. All load bearing walls, headers, l beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HAIL ID FASTENER FOR I FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS 'Please refer to Standard Engineering package for general instuction on installing hangers 1Od=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend CEILING STEPS 6" RAKED BEAM BY BUILDER LOAD BEARING AT 8'-0" Y Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES: * ALL BEAMS ARE BY OTHERS. * CEILING ADJUSTED FOR ENGINEERING PURPOSES. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: TYPICAL 3-15 /2-00-00 12 4--- 12 SQUARE CUT END '14 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: LIVING RM 3-02-00 3-15 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED is undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority I 3termining successful fabrication of the trusses. 2. All dimensions in this layout have been verged by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery tl idersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Tru fall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers optic Iter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.' 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss h e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss v - responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss h redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per he !: e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or 9 no agreement a reasonable pric '1 voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date Slivery K buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tru iasonable attorneys fee for collections in event of payment not timely made. 1-1/2 °% per month service charge will I ided for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersgned unconditionally guarante ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and tl idersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by tl icipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred -rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities F onstruction Using Metal Plate Connected Wood Trusses ANSIITPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. TED A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and, can save life and property and is the responsibility of the truss erector. -a Study the contents of the information packet included on delivery before setting trusses. .Ai0 Trusses must be set and braced per design to prevent injury & damage. Aow Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing) material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC MA mom can er venue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772.465-2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 101P DRAWING / SUBMIT i Ew - APPROVED AS NI REVISE AND RESUBMIT [I REJECTED�, IS RESPONSIBLE FOR I I 'I ■ FULL Architectonic Inc. Fort Pierce, FL 34950 DESIGN CRITERIA LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 15 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 55 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Nan Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75862 SCALE: 1 /411 = 1'-091 49 total trusses, 12 unique designs Designer: RLC Reviewed by: RLC Date: 03/13/19 REVISED 04/01/19 FOR DOYLE MASONRY DESCRIPTION: SPEC 0018 Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75862