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HomeMy WebLinkAboutBuilding Plansr r v 8r! If l!/ J l fTLG l AI /Nt W a a•»^KAu »" w , Ivul�a: certlrlcatlon tor Design Load comaltance I, N°w,�f'r.. Architectonic Inc BQ' fI'�W �/d!f'>?O�D,} / � L DESIGN CODE: Florida &>�FFENiIAL• code 2017 Edition w120�-- supplements using ASCE 7-10 LOT 17 2, Structure Design is: � Enclosed — Partial) Enclosed - _ Open Building DRYWALL SHALL CONFORM WITH SECTION R702.3.I OF THE FLORIDA BUILDING g y p g BLOCK 7 BLO K 7 RESIDENTIAL CODE. 3. Risk Category: I It Ilt V Exposure Category: B 0 C /if90'aQ pQ E jQ�. Q� 4� r/1 9 ry � p. " _C _D Adjustment coefficient 1 r ' AR I/T __—,x—., __.. _ , ._ x x — , I .,,»_.,»._.......-'—•--- !D 78.�3 t 18H3 Al i cw " --' —' -"'-" ---•- ; 4. Design Wind Velocity j�mph �ASD _LRFD End Zone Width eft. 8/ v av CERAMIC TILE IN TUB /SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION 806 DELAWARE AVENUE 7 � R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. S. Mean Roof Height: jiff. Roof Pitch: Parapet_ ft. r FORT PIERCE FLORIDA 34950 I a T 43 LG s. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 0 'MRH (worst T: 772 460 7751 W e e F: 772 460 4244 ,Ep BLf?C 7 + WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT Zone 1 :�f2one2: ^ G►Lone 3:�Zone4:2-11S+Zone 5.-L�'AGarage:�/R°- `i AF�%t-ri 0" _ .. / :' . I ASMOKE-DEVELOPEDtND 4 W ! �AC( 0) q GREATER THAN; 200 AND EX OF NOT GREATER THAN 50, - 7. Design Loads: Floor:75 PSF Roof/Dead: / % PSF Roof/Live 30 PSF Balcony: —PSF W W W.ARCHITECTONICINC.COM Z21 ",u u r• W $ c' Dock' SF D Stairs: � :. .-.:r.,..�. 7p20 cc _P Deck: _PSF Starts. _ PSF Fence._ PSF Railing: PSF LOT 18-----.^ - . _ ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 A � � • � W TT 8.' Were Shear Walls Considered r v X STATE REG # AA26003348 BLOCK 7 I _ e d for Structure. _Yes Not Applicable Explain Why Not - �, ,' ` . PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING _ 25' WITH.. AN '..'i aConlin uous Load P.. ' " h ' ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. 9 Is ath provlded7 Yes _Not applicable Explain Why Not. N COPYRIGHT 2017 FOAM BLACK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND PROJECT BUILDING �; • • x ;? [� o SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.. 5519 a i STRUCTURAL NOTES. h i -I I v', )x•! - \ TABL8N30i.2(t) /J.IAneTi/x. eAln r:CA(driep4rlf! nGQIfAiJ Cqi?FRIA b \- :.. .. Q - I D U JECT 0 FROM Q : ,: •1. m \. _.:!, _—._<_-.. __:,: .___ �. GROUND —WIND DESIGN SEISMIC __?_� .__.Y_DAMAOE OM :.WINTER ICE BARRIGR AIR .MEAN � e w ---_ '"C b NOW eetl 7 o le hio DESIGN Frosl line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL 6.J . z © S SP oP 3 P C GN :wPor.. INDEX' Tamp) LOT 4 REQUIRED` HA2ARD3 D T M F% -. iC „ a t/I LOAD (mph) olfocta NA CATEGORY Wenlherin tla th Termite .:TEMP R LOT 19 BLOCK 7 . - . _ N eeFi . 23 1.24 NA N II Ible NA ery NA A NA BLO A_ S I U CK7 � c) �e sa !! _r ro. ''� Heap lNeitrDe� - � __ l 1 :. STRUCTURAL LUMBR TO BE HEM -FIR 02 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. MEAD L`1 ADDITION 2 CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. ST. LU CI E COUNTY, FLORIDA 3 REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.-'- 4. CONCRETE COVER OVER REINFORCING STEED -- - FOOTINGS Y x . l 5. FILL (SOIL) BE {- ) SHALL A PLACED IN LIFTS NOT TO EXCEED I2 A ND COMPACTED TO A MINIMUM OF95hMODIFIED PROCTOR DENSITY, '. f n. t n xw 2 ff 6. L COMPONENT OF THIS T I STRUCTURE HAVE BEEN DESIGNED &SELECTED TO WIT R1•,xy ! HSTANp WIND FORCES ..OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. C -N.WIN OW AND D .9O Q O DOOR O W 3O0.Qi> "� ASSEMBLY COMPONENTS TO BE CERTIFIED t T IED BY MANUFACTURER FOR WIND FORCES ,. I - OF THE FLORIDA BUILDING CODE : I 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. CLIENT LOT O 20 `` • 8 FOR METHOD . - DOF ATTACHMENT.FOR DOORS AND WINDOWS SEE PRODUCT REVIEW AFFIDAVIT 9LOCK 7 4 BLOCK 7 i NOTE. ALL S M _.. -'__ -_.. � ': I PSON STRONG. TIE PRODUC TS IN CONTACT WITH TREATED (UMBER SHALL HAVE A INIMUMZ - MAX COATING OR BETTER. M r t��..,,arr cro r+s �.v r-=r_a..-a s•.,r ar.�. •+ �. - .,_....� r't'o�IVE.p• R.Y Ow tie. f°�.�a" ,. I(v t ELECTRICL LEGEND SINGLE 'POLE SWITCH 'F _-..6f17 7' 3 THREE WAY SWITCH vl� CONSULTANTS 'I � DUPLEX CONVENIENCE OUTLET 220V OUTLET rq 2�GL VEI _0 4 MOTOR OUTLET AIn1 - ET a 1 a "'i L 0 Ii,II pl GF �f 14�4 WALL MOUNT LTG. FIXTURE D CZFI GROUND FAULT PROTECTION MAZTEi�T PHONE OUTLET " wuEetE� tF9Ye,.c Y II J.B, FOR FAN/LIGHT COMBC' %GF I R CABLE TELEVISION OUTLET N a wt-3 ti & .: : WP WEATHER PROOF EXISTING WALLS TO REMAIN REGISTRATION t 0 RECESSED ..FIXTURE r�_ _ wP�6Ez EXISTING WALLS TO BE REMOVED CEILING MOUNT N [ FIXTURE ___"" PROPOSED 2 X 4 FRAME WALLS F 0 L.0 EXISI le �Ca WIC I 2 0 YV t SMOKE DETECTORS -- - ��• '` cL1 P.•• •Ri 5 - iA "10, LFacc�i J DOORBELL O ItEL J! r — 9 ° Q CHIMES . I 8- A.LNn03 31�n`. SONV i LS d C 3 rF ^ �O31 t]Oa a O q `j REVISIONS NO. DATE !J Jw t r I j I ,✓ G-•Mr4+e�J w IZ j KEY PLAN EX/'atr I { TIF-P TZc- ff7FfST)"C6 1_=4,r -fCst G i _.---- (pi /- I I �iEe✓rc�fAf�e�s tG4a I `` ( L p�- tII JAN 172020 Permitting Department MAjet4 (+ e Erf4yf' f X vav--)civ Amc I St. Lucie County,FL I or- Z PROJECT NUMBER DATE GaI13Itti ttloill SHEET TITLE / SHEET Nil -- 1' ELECTRICAL LOAD CALCULATION --- PRODUCT REVIEW 2786 SQ, FEET ` LIVING 3 VA 8358 VAA 2 ,c Ss C'= t M y1, 4 � ^. _ L ` FIRST 10 KVA@ 100% 10000 VA REMAINDER i �2CiSL 1eJPP` @ 40% 15462 VA ROOF SHEATHING NAILING ZONE INFO, o Z NE PF REMAINING AREA W 8d RING S / N HANK 6 O.0 PERIMETER , @ & 6 O.C. FIELD � 12t700 VA T it AC HEAT EXISTING. ON P ZONE 2 4 X LENGTH W 8d RING SHANK � / @ 4 O.0 PERIMETER & 6 O.C. HELD. ' T 6000 VA ZUN P 5 ' AC HEAT NEW E 3 X 5 HT AND S X / @ P A LENGTH @GABLE ENDS W Sd RING SHANK 4 O.0 PERIMETER 4 O.C. / @ E METER & FIELD NOTES: TOTAL 43462 VA / TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB #G57848 GERARD MEAD ADDITION. TRUSS / 19/32° CDX PLYWOOD SHEATHING ` : f 25'.-• 0" OR GREAT ROOF ENGINEERING DATEI710 29l2019 ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S { ER MEAN HEIGHT SHALL HAVE 10 d RINGSHANK NAILS:: 1 N 62 182 AMPS w T 434 — E F ..J IE T P--^ S i LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.. � eA � I- LlL. I � - NDERLAYMENT FELT SHALL BE PEEL &STICK OR 30# FELT COMPLYING W/ ASIL 240 D226. N T NOTES; USE EXISTING 200AMP SERVICES / - ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR ,; Zu PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES TH ROUGHOUT TAS.107 AND -SHALL HAVE FACTORY APPLIED SEl.F5EAL 5TRIPS..OR 8E INTERLOCKING. .(- 5 vJ�. C,fl. fot/'��'S g+L.oC.K--. 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, a DS,h ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 60 4- �Aul_kl n.JG� ` A`C-h'^^-�� COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR t n 7 Cam'" .(,a- &_'o fie STAPLES Wl A MIN 'A CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD Ai / FRAMING MEMBERS'/1' MIN: D,JI �E t,�Lv N2P I/a` oeYcvnc.l_ 3wt FcLr hru�' yz�ow ' � zx A- sTlln 5 �6Wu-mac �-�E�+ 41A?ate P�ALe�tL tl L_E- StLL 7 rAi( r1 Tf L a e DUE'oi�'•C_e I C, +L FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKLNED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 18" DEEP X 18"'''ib€.I*E MONOLITHIC FOOTING WITH �?'Pcs rc , ��, 3 # 5 BARS CONTINUOUS. D-1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION - SET IN EPDXY AND TIED TO NEW FOOTING STEEL D-2 # 5 DOWELS DRIiLLED 6" MIN. INTO EXISITING FOUNDATION o N SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. it FELT OVIE-Z li LDv FL`f WOCo btlEA"T`H 11aCa -- -. ---. -- *:8d w+1Ls SFEc>IjoiF_ l-,11,% 6 a PIATCLd l�jTr SLN1lD 6,WE TA-1, L ('� w 14- Cod NP 11.b IT :> - - -- O MAXIMUM HEADER SPAN PES L 7.x4 To P P L/o, �T F- 18'-V ZXQ. 311$ ^F'AS LEA Iy b,,�H WALL HEIGHT STUD SPACING I I I 1 1 2 2 2TE# % of KW 9UDS SUPPOR W MOF HELM 10'-0' OR LESS Is' O.C. 2 2 3 3 3 OF FULL LWIH SW AT FMH M OF HEADER MORE Is' O.C. 2 2 3 d 44 PRODUCT OPENING DESIGN PRESSURES (WORST CASE) PRODUCT DESIGN PRESSURES MANUFACTURER MA —GLASS MODEL# P A P OV Lrr R A GLASS TYPE ATTACHMENT METHOD GLASS ZONE 4-29.8 -100 &EVES BLOCK THICKSET 90 NOA#. IMPACT 1J8 WOOD SCREWS @ 6.5" MAX..0.G, 2" FROM BLOCK ZONE 5 -36.2 INCL SERIES GLASS 18-0525.06 CORNERS, 1-1/2"•MIN. EMBEDMENT AND DISTANCE BLOCK _ TO EDGE OF ZONE1-27.6 �ffl�9iA UNION SVCRIMP FL# - N/A - #9-IS OR#SO-14%1.5 WOOD SCREW WITH WASHER ZONE 2.42.6 CORRUGATING 7271,-Z 12" MAX. O.C., AT PANEL ENDS 6" MAX. ACROSS PANEL ZONE 3 -63.9 COMPANY - WIDTH THROUGH PANEL FLAT AT INTERIOR I2" MAX. ACROSS PANEL WIDTH THROUGH PANEL FLAT AT ' INTERIOR — 3 E T 3 VA 1098 VA /z- 366 S F E NEW wT� Q 4 P Z ,p 3 20 AMP APPLIANCE CIRCUITS 4500 VA I l A.C'� 2 REFRIGERATOR 1200 VA SCuccn csu wry t rT ata3o0IF t m F SUM__. 1 RANGE 12000 VA � ES � O 'D ,C_ —eELP i O- <I WASHER 3000 VA � 'LET"'ca >- ' 1 DISH � � � I l G , 1 0 ., HANG M 1 WAS MACHINE AC 50 VA 1 DRYER 5000 VA �� n .�5 i=1uc f„z 1 WATER HEATER 4500 VA \ 3 Z B rC I E OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OFTHESE AND METHODS OF 2500 VA 1r THE SEAL HEREON IS PROVIDEDONLY TOIND CAT 1 IRRIGATION WELL �. lATT.L� .-�S�i`=•-�' A pr5hl FISH W A✓. RER WHICH CARRIES I75 N ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY F c�i'TI CL' t Oa THIS OFFICE FOR THESE ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, I OW 1 MISCELLANEOUS CIRCUIT 5000 VA THIS OFFICE FOR THESE PRODUCTS. - 48656 VA v TOTAL l z l'� - t �t-L t o Yt �TCK CONNECTOR SCHEDULE �vle'T,"<r� f-z, TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPUFT(GROUPED, WORST CASE SIMPSON CONNECTOR(S) CONNECTOR($) UPLIFTOESIGN FASTENERS GRS EACH 1165# (2) NITS 16 Z000# 28) lodx1 1/2' KJS7-Sl EACH 641# (1) NITS 16 1000# 14) SOdx11/2' KING JACK 1ST BRG 743# 1 HETA 20 1810# 9 10dx1 1/2 ZND BRG 591# (1)MTS 16 1000# (14)10dx11/2' HIP JACKS - 1°T BRG 157# 11)HETA 20 1830# 9 10dx1 1/2 ZND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1)MTS 16 1000# (14 )10dx1-3/2". LI �_ OY F54t`I MTS.I:raS_ Ci' �ACN �tSD r,,.---D� OVER.FR1kM D '[[CUSSES +.0 I xtLS ci i3dCt$ CRGt4:. �TKA F� -GlRD�'R T2ti5S CONNr-CTOIZ 5y TizusIs C,OMPAQ c>C-T'r �" Z-o ca ROOF TRti5SE5,tc/�r9'T'JG'c.+ I='k' �M lF- OOIELE RIP HALE --- I/a DRYWALL. CRIPPLE SR105 (NOT REQD FOR Q WN 8'-0' HIGH LS) ✓ Zx �i 6Tuv S a ( "O IcJ FOLJNDA•TI'ON WEEP SCREED �roT�; PF,o �.: )3 iNs u Lp;rla� N HEADER (DOUBLE 2' X 12' W/ 1(2' PLYWOOD S� GUJM Nt) MAILED W/IW NAILS o 6' �J tat C4 @ 5C1AOCo a p6 p G L o O.C. STAGGEJEO BOTH &DES) F3%�.:to 4E_ ro Tt •`._- <+'.k'k`4+�:i'"iJk1 .C. �.x•t.pT17"S' Ra4'R V1 ! Z0i(r F4.Twoo w6.'L PvIt-.0, SIW M SM AS REWIRED WIH SMPSON ISEA 18 OR IBIS 18 WRH: 14-COD R1t5 p I 84Gk F� Y_ t A� Tkl 1- NOTE:-.I..r-o`+IDE 5IM1�5aK1 L-•,,T".H �'�,r�el N' Iasi' VL Q •5P`�+ BoTT6M- 6 HEADER sNos / (1 D M f A to % �LAr1~ 5- � v 6 Er. Q7S` Q j) 9TND 1r1�id-lOd t•�A1 VS, 1 Y"'� RILL UNTH SNDS ^, ZX Q P,1, goTtoM PLATE NmE. SM 18' FLAT MW MAY �r t n 1 ti1.9n1Sra I fe%t ! r LxZ X /gx Wi,6HGR�J �F f RLPIACE LEES 18 OR EQUAL AT HEADER IR.Y W !� weep �cI-�Cti O STRAP EACH SM AS REOIAREO WITH D (`w, I' i 'P�4YE -ED n SAM SP4 OR 578 WITH 6-IOd % 1 1/2" :,!}L �OC7:a. F-, l Pra L.1'it.ED ----^ • • NUS CON , SLA(•3 / lo1A4 K (o(!tr , �� N1, oY F1Oi6.Eh'c8i.41i eN P.T.BOROY PULE n ,JC04" Y4P0'tC $ATGRI E.- ov E1� C t_ctany , ma M..fP Q-T E D 1 t:'�,.EJ..-c-Eb 2U2Q r T FILL_ Iwo JAN 17 „ �OAA.N?A«t'.1.0 L'% MINIMl,1AM1�'1�AWINC..,IL �..,_ F 11 �P�1D4VF NA'WR.MFnsT -. ��� p�partment O-Q 4 ___I a / - m.. __T St. Lucie County) FL TYP. WALL Tlac POINT BEARING HEADER CONNECTION DETAIL ARCHITECT Architectonic c ¢ctonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICI NC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CLIENT SHEET TITLE / SHEET NUMBER 1 2 �r-z IPROJECT NUMBER DATE /.6 5 119 19 tT< Z-:! =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 TO DETERMINE IF MULTIPLE PLY. 1111N il DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spin or less 60 degrees or less 112 span Tag line approx. �uprox M to .�♦ Tag line tl2 of Span. REFER TO I REFER TO BCSI Truss must be set this wayy If rf c crane is used. Truss must be set this way if crane is used. 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 sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses Ai are installed. Ai I : X 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 Hatch Legend r7773/12 VAULT CLG I II I . III '''ll,''',,,''' FLAT CLG @ 9'- 8-3/8" I°4° a° BRIG WALL @ 8' ° ° DOWN FRAME BY BUILDER 'Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SHOWN IN THIS LAYOUT MATCH THE EXISTING STRUCTURE. TRUSSES WILL BE BUILT PER THE LAYOUT ONLY. ALL BEAMS BY OTHERS FABRICATION AGREEMENT HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. `< 2. All dimensions in this layout have been verified by the undersigned, CORNDERJACKS `<a 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ARE NOT BEVELED. SEE STANDARD w ndersi ned agrees that no backchar es will be allowed. In the event such written notice is furnished Chambers Truss g g g ENGINEERING. o Z � 0 all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N o o fter 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 buyers responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will, e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site Is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible 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 hour ee for revisions may be charged by Chambers Truss. - 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery, Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRU easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be CORNER JACKS ONLY 24" 1, t-1n dded for all sums not paid within terms. &, 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 undersigned unconditionally guarantees CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eclplent 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to Brain, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. Scissors Hip Jack 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002"" Installations 12, Warranty is per Chambers Truss Warranty attached. TOP CHORD Consult Standard OF JACK Engineering for nailing NIP CARRIER detail. OR N1 HIP BOTTOM CHORD OFJACK Straight Edge When nailing scissors jack to hip carrier use a straight edge to align bottom of jack with the bottom of the back of the hip carrier. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8' END DETAIL: TYPICAL rNNLY. ROVED.. ' Q APPROVED AS NOTED ISE AND RESUBMIT ❑REJECTED ITTAL WAS REVIEWED FOR DESIGN CONFORMITYANO RAL CONFORMANCE: TO CONTRACT DOCUMENTS' THE CONTRACTOR IS .RESPONSIBLE FOR rRMrur. ANn'CORRELATING.OIMENSIONSAT JOSSITE By: Date: Lo Archlter;toni rlc. r Fort Pagrc.'u, FL.34950 '.0 BOTTOM CHORD OF JACK 12 6r 4-03 / 12 t3 2-00-00 Straight Edgef Hip Carrier or #1 Hip TI A spreader bar may be required per "BCSI" to prevent injury & damage. A Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. I`O.. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. 4., Trusses must be set plumb and square n 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 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 LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC recur 6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category Il: Non 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: 76380 SCALE: 3/8" = 1'-011-- — _ 29 total trusses, 12 unique designs Designer: BLW Reviewed by: Date: 10/23/19 Revised 10/28/19 lAN a �n� FOR 2._� Gerard Mead Permitting De artmen DESCRIPTION: St. Luciectinki y Iw[ MEAD / ADDITION Page 1 of 1 CUSTOMER INITIALS EACH PAGE Ij W HAR® SN8tT_ AT R/W (IMPROVED) LOT 17 BLOCK 7 LOT 42BLOCK 7 N90 0C 004E 300.00' v e@ 7893 cOT43 Petr�f'os�' BLOCK 7 I I AvfPrrt+7N (INCLUDED) 7.2 I $ LCT 16 I may. paa' I N BLOCK 7 i ti 24.0' I q ck • <-.—. .'. `': BUILDING ao' LOT 44 LOT is V caefamteY,BLOCK 7 a ------ BLOCK 7 _ °f (INCLDE) I °. _• o ( m 1 N90 00'00V 300, 00' i LOT 20 I LOT 45 ( 8I BLOCK 7 i 81OCK 7 PLpT C' N /+�e...rer+ rar:-ec..� �ee..r Sututsy j'P�nv�y�Sr Y Ou.,waee, I'=3o' t2I.A\�. E t_ t^ �l A-t�t o IZ Ex ro1-r- M A►.T" v-1c r.7T-1 &--*A Ce FI�F�I.oe-its5 S�FIN6t�5 �+STucGo1-f , 1'IGoHT �fvdc gfrtlr VIVI a `0 ci � N N r 4 AfAl' NOTES DRYWALL S mu CONFORM WITH SECTION R702.3.1 OF THE FI.OR1DA BUILDING CODE. CERAMIC TI LE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A PLANS SPREAD CLASSIFICATION OF NOT GREATER TI LAN 200 AND A SMOKB-DEVELOM INDEX OF NOT GREATER THAN 450. ATTIC INSU LATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQU CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPAN MG SMOKE DEVELOPED INDEX NOT EXCEEDING 430. FOAM INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R9012(1) M ,aaA• I^ AMn AcnnQACMtr MPQIaN rorrFRIA GROUND SNOW WIND DESIGN Spwd° 7opograp to SEISMIC DEBIQN SUBJECTTO DAMAGE FROM WINTER OE$IQN ICE BARRIER UNDERLAYMgNT FLOOD AIR rRE32WQ INOBX' MEAN ANNUAL T@MPI groat Iitw LOAD mph etlectat A CCATEQORYI Weather " e�lho Termlie` TEMP" REOUIREM NAZARD8a NA SeePir.it301.2() NA Nagli((ible NA Very ileav NA NA NA GTF TRT TRHIM SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET — MOTOR OUTLET + WALL MOUNT LTG. FIXTURE A FI GROUND FAULT PROTECTION ri PHONE OUTLET II J.B. FOR FAN`/LIGHT COMBO• CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED -FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS DOORBELL "I CHIMES K" '. 'E LEe'ts.l a.a. L_ IUOT- S ROW ra 1 `� EK• tpTu..> G T-o v_r tm Ar I IJ Ae.tr E1-6CTtICAL !ii,HAte- RE 7'jtE�Tn gWSTrNCoa-Ff_rCfejaG4L- �i- rEL✓rCE � �fh� ���tC,F�`� IZE�� b,`C"t otv Certification for Ion Loa Compliance 1. DESIGN CODE: Fbrida �F*196OVAL code 2017 Edrdon w120 - suppl�gments using ASCE 7-10 2. Structure Design is: �A Enclosed — Partially Enclosed,,,., Opeil Building 3. Risk Category: _,I 111 _ Ill _IV Exposure Category: _?CB _„C _D Adjustment ooefficient Lp 4. Design Wind Velocity &&mph ASD _LRFD End Zone Width!+_ft. 5. Mean Roof Height: ff—ft. Roof Pitch: (P:12 Parapet _ft. r 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. 30 'MRH (worst case) Zone I:-Mkone 2:-'!• QZone 3:- LIZone 4:-q-EZone &: Garege;� Irh 7. Design Loads: Floor: 711E. PSF Roof )ead: 0' PSF RoofA.ive $0 PSF Balcony: ,_PSF Dock: _-,__PSF Deck: _PSF Stairs: „PSF Fence: _ PSF Railing: _PSF 8. Were Shear Walla Considered for Structure? x Yes _Not AppOcable Explain Why Not: 9. Is a Continuous Load Path provided?K Yes _Not applicable Explain Why Not STRUg1 RAL NOTES: 1, STRUCTURALL UMBRT 0 BE HEM -FIR t:2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 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" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A' MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8, FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. WALL LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED 301111111111111 PROPOSED 2 X 4 FRAME WALLS JAN 17 2020 Permitting Department St. Lucie County, FL ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003M COPYRIGHT 2017 PROJECT MEAD ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS Q01a Cott cS�C MtC1i� - T1CC-CL Aff REGISTRATION ' MICHAEL J. SEAL, AIA AR96898 REVISIONS SHEET TITLE / SHEET NUMBER I I A--- Or- z. IFL0p7— F'L1 0 PROJECT NUMBER F DATE Tews4 ISI p