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Home My WebLink AboutPLANSPlanning & Development Services Department Building & Code Regulations Division " . 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NOEL RESIDENCE 30' 0" 33'-6" 15'-5" T (r' Project Address: 12103 RIVERSEND DR. PORT ST. LUCIE, FL 9' 6" fj! ° 13'-0" 11'-6" 3'-6" ; e-6" 3'•6" Permit#: Occupancy Type: R Construction Type: V- INSTRUCTIONS FOR USE: 0T uare Footage 4 - �' • This certification must be completed, signed, and sealed by the design professional of record. N t • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: Living --4746i Entr '- - 267 o New Residences (single or multi-family)O oResidentialAddition q Lanai-- - -- 548 o Any accessory structure requiring a building permit {{ - oAnynon-residential structure. 1 - - -6 35 ------2'_0• 9'_0• 7_0., N till Total *Note: Form not required for interior renovations provided that no exterior structural elements are affected and Zj o certain minor building permits at the discretion of the local building official. Contact the # above for questions.' -' FDv r� DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) Cp1U D/T1 anITO sfi� ° gQLli1%I/��j0 L 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 -Supplements using ASCE 7-10 _ g'7 $ VI m •� 2. Structure Designed as (check one): X Enclosed Partially Enclosed -Open '�I T4:0 3. Risk Category: I X II Ill IV Exposure Category: B X C D G Covered 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft ~� l `/° Ent 1�1 i SH-3040 S. Mean Roof Height: 20 ft Roof Pitch: 6 :12 Parapet: N/A ft - . 22 I . 3'-4" / iY�'J :� io 13'_0:� S� 0„ 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): (jot .7 G bl F ( 6„ 4-6 20.5 20.5 20.5 35.5 35.5 N/A 2 /Lj j-� Zone 1: Zone 2: Zone 3: Zone 4: Zone 5. Garage:) 7 / 32.5 56.6 -83.7 -38.5 -47.6 N/A t2'� L Tole (/ 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:, N/A PSF �'` "' "'" �, l�2 Dock: N/A PSF Deck: N/A PSF Stairs: 40 PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 11 n i r For Structure? % Y No A lica le x lain Wh Not: SH 36 `;, i �. 080 CD iq 6'-6, 8.WereShearWa sCo sdeed St ctu ?- es- t pp b E p Y SNh4�i Q`TbG VAw��S �I�A✓it9 BRG Wall �� Door 4 Z SH-36 __. _....,. .. A )/f , G "0 ��fa1.L = "fir �. o i ►�1, L-r1 AT 5,-0„ 9. Is A Continuous Load Path Provided? X Yes`NMApplicableExplainWhyNot. 1Vt14i ;lr� _ „' : '. �C'It..ifV V _ `G �i"7t•/' ... ..,)I G�-e�.E / � `� ' \\ I " 5-g- 3-6" " 164" 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes iN 15'•4" T-0' DESIGN PROFESSIONAL CERTIFICATION STATEMENT: yA (. 1f(�Q i.� ^ j l id 2'-o' iV 2` 0" Office i 2' Dining Room Pao °" m (n certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to ? VGt" 1 t` �la;k7 'R,A'1e b � O i 6" Ceiling 14' Flat ' n ._. _ �. Ceiling @14 Flat, LL g @ 1's" His F-0,. comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie _ I I o I County. I also certify that structural elements depicted on these plans provide adequate resistance to the design \ !t ® w Joo4 i I Closet ! Her Closet o j 141 OI-W Q. R forces specified- `C.- -.- o ® b Z oso8, l `------ ---' I \`--------�Y t ti Ceiling@10 Flat Paul Welch P.E. 29945 / 51151'y 17 % __ _________ - c t in Y i4 i =4 R O I Print Name Cert # & Co. Cert Auth. Pr o��P ! i 5 6^ \ ! Paul Welch Inc. I 5`4., Ceiling @13' ors c ; v E _T ._ ON PLAN __ - lot N Signature, Date, and Seal 1984 S.W. Bittmore St. Suite #114 Port St. Lucie, FL @ 6'ao Arch I ! 13 2" 2 O o Company Name&Address o 00 J N Hallway 11,_6:, 0 - =- I M SLGCUV Form # 020-12 xewseD 3/i7/12 (J5) - I 4'-0' ` BRG Wall Planning & Development Services Department -- =_-. - - 1=s" 1004 poop o Building & Regulations Division -Eo �- Q A ch o 08Sz oss N 3 Review Affidavit o o I o - ---- ---- - - - -- ----------- Product-r m o t 2880 a -- -- -- --- AC o i i 3'-0�� M []-; - Door Y_6" y r T ' CAI 10._0I N umi 4 Building Permit # Owners Name N °� Applicant: rn . . Living ROOM N 2 0„ 11.6„ Ceiling @13' Flat Ceiling @15' i '� I oN� " m I I Lr� Product Opening Design teesalse Product Rated Design pressureNumber Manufacturer Model Number Product Approval Glass Type Method of Attachment Windows �/t6 i?'LQn/ •*/-55 M= Ie6 hH FL''�li'499, I W&T e "'" �i 2�i '�o.ot r Maawne 4 _ coot)) N.T. 4M-16531 'ft4_4 J�3.�La N '/4" K i'�4• NIu, .FMgts. - tt'CUV Fixed Glass ;� +%a M 185 Pjt/ lag /�il'f9►tiJ '. lA{j'i1G� g/IbeA I'/4" IU �G�6�0 TAPCor-'� Block Glass N (Q .n, S 11 hts siLm' glass Doors OrF`Elkt'S • +� '�� MI IZP FLY '3 224w, 4LY.kr _ • ,� ,� Ip r,N, �* �� Tn.P rh o. , '-1 T Doors OFF rs'LGr'5 41-•`ad TAMPATRJ -3MVo1e15. R4 '10"S,4• PIA t','-1�'c'/4 :><�I. K+ro u o,� RsIIah Doors 6/FGELe4-1' •F/-drn 7SIWlzvhMR7ai-mLfioll,saA16$,11 0-ptj'4uKlyTyn �wdrderaT, µarc Gar eDoors hi 6 ELEU' 7 f50 ' (pb f'%AP7 $2¢ _ IoI$.1 J N Q S Iv"rt 8� (aG- �i6LEvd AT /2405C. Hurricane Protection /A Roof ventilation - Roofing Material 119 LFNI'EW �jr"A N/W-5 luio.4 # 1 /b'o/IP,P& N/A . (� •r:04'F 61 N 'rLA*4 o" WIC uiooa Flat - .La le/tejd { 1. d U in kG - a cb 1, -1---- - �------ - I Ceiling 14 Flat ) -* g ®® /�� __ ( I i KD r7 I /22� t 9 ToP - - -- io ® m 19 10806 aJS N ; I ( F,6��ttP • • • • • _ �tt--------- AA•, � I N N t.1'i"' .V --- -- _ r-- _ -- - - _ --- '32•_0" V .. •! (0 U) I (A L'�.._.•-.� 13'-0" Wall I 1-t = N 13._8„ ®' i I mod'' i ' ' I 3 0 21 0 L �:.: 8 0 I ! vywo, -: - - 43QaQ L 96 - - ----- 4 • ' Bedroom II BRG Wallovere ,; ••'````�y zo Ceiling 1,0' Flat 9 - :' CPorrchtl ` s 9Z-HS d O Half L o � • ' I --------- ------ -"I :.. W Bath N 5-0' .7,_6" 9' �,� 4, 0• 4'-6. v-o" 6,_ 3'_0 1NA.u-' Theatre -- L1.1 o IooQ o Ceiling (C� 13'4" Flat N of oesz ! Ceiling @13' Flat i iv Lrl6 L� I have reviewed the above components or cladding and I have approved they use. in this structure.. These products provi e r L e I. 21 -1 i Ly �; I I - t i BRG WaII I o 00 o aatL N V wind loads and forces specified by current code provisions. ,(.. `,:-„. p�,•� •� _.I: =r- M a? ^�' I o - - - V�iZ 10 P _ J .. oM �N PAUL WELCH P.E. ON PLAN Cory y, � - � � � � Name: Signature: V G� \z4 : "� N 13 E/JH.�.. PAUL WELCH P.E. 29945 /+____________________.______ _ _____- Design Prof: Cert. No. Date: _ W,r• 'I<.,, QV `* g -•'- --- - i ..\ , -- --- ---- .3 0 - - --co iY = i Hallway ;{ ". a� p -,------- { N i bh4 L Glass lass Glass ! a N 4'•0' '01 6T3)tiej` { Wall, Wall i { l , .. ' 13,:, p„ LE 6 „ D ' LINTEL SCHEDU { 2'-6" W o�c r. i r-- -i�- ' --� I I ins O 12„ ._0" � q� � 411�/ LINTEL # LENGTH / TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS $672 "+: 3025 4292 2 u ao 11B T L-2 6'-8" 70" RECESSED 915 2550 2758 2250 2 1B-1T L3 4'-6" 54" RECESSED 8060 1500 4224 1000 #RF22 1B-1T L 4 `' 5'-10" 70" U-LINTELS 6063 1500 3295 00o SF241B-iT L•5 7'-6" 90" RECESSED 5743 1500 2442 1000 SRF22 1B-1T L-6 W-8" 116" RECESSEDss� 1500 1000 $RF221B-1T L 7 5'-8" 68" RECESSED 8060 I500 3277 1000 8RF221B iT is 3'-6" 42" U-LINTELS 8974 3150 5591 1000 SF241B-IT L-9 141-8" 176" U-LINTELS 2245 1500 1324 1000 OF241B-1T L-10 12'-0" 144" U-LINTELS 2193 1500 1151 1000 SF24 1B-1T L-11 7'-6" 90" U-LINTELS 5691 1500 2571 1 1000 SF24 1B-1T L-12 5'-10" 70" RECESSED 859 100 655 ( 0 k1 SRF6 OB-IT L-13 7'-6" 90" RECESSED 755 300 506 100 #RF6 OB-IT L-14 2'-10" 34" U-LINTELS 8974 1500 7034 1000 SF24 1B-1T L-15 1114" 136" U-LINTELS 2423 1500 1272 1000 RF24 1B-1T 16 17'-4" 208" PRESTRESSED 1326 1250 520 SF20 1B-1T L 17 L IS " 112" U-LINTELS 4" 2oS ftB ! 2564 o Ipoo oj�l '510 I&M 8-1-f y 46 2, 0., ' xoe P. I 14'au I T-6" j I 11„ 0 (/f� to to/ 11-1 m �i I to" Game Room Family Room I ' p p,, Ceiling Ceiling @148 Flit L LU ;. 1 3'4"Flat I. t m @ I, - o l I Bedroom 111 { I, M ;,, o m o te y m --_01 ---- Ceiling @10 Flai 1s 4 NOTES: U y W o' i : 1 I 1 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL � to w I 4 COcol! I (A! I I� _ N 2 . DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. c -- ---- ---------- - I 3' 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE �> -` - rn; i to od M I ADDRESSED BY THF: ENGINEER AS CONSTRUCTION PROGRESSES. c C a - N ssea6� ssaaB� -,I 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER = o Q , �.Z 9Z-H 9Z HS 9Z HS M L`r , SCALED DIMENSIONS. C Q , M 9Z HS S T___-- - 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE W is- y N • .---.---• -- ' I� .--- - •---_----- • •----------- , - _ C 2017 FBC 2017 RESIDENTIAL: FBC 2017 PLUMBING CODE, FBC 2017 W � • -= -- � E - ® 6 loop A,c Aro MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA $ 71 L, PstA2,rP 088 1 �-i O 70 2014EDITION. % _- i c - - 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY � 2 1 HEAVY TERMITE INFESTATION AREA PER FRC 301. in C) BY _ . LuciPCt)ur►h� 3' D" T-0 6'-6" .6,.0.E 6,_9�, 5._9•. -' - 6�-6„ I, : 23, 6' .6 0 RECEIVED 42._0:' - T-0" 3'-0" fly �-'I JUN 2 4 go;9 NO • LINTEL IS IN Vp US LOCA O S, WORST CASE G!S O - - - NOTE: PROVIDE "CAS PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. - _ „ - sT. LGCIo CcOntY, permRiang SHEET NUMBER r.UL YYFLGH./NC_ I'' 0r 12 Scale: 3/16" = 11.0" RIGHT SIDE ELEVATION Scala R/9f," = 9' n" i CALCULATE ATTIC VENTILATION CEILING = 6335 SQ. FT. 6335 /150 = 42.233 REQUIRED VENTILATION 422 L.F. OF 6 " X 22 " VENTS @ 48 " O.C. = 96.708 SF / 2 = 48.4 SF AVAILABLE FOR CROSS VENTILATION 48.4 SQ, FT. > 42.23 SQ. FT. VENTILATION O.K PROVIDE 6" X 22" SOFFIT VENTS @ 48" O.C. APPLIED DESIGN PRESSURE (PSF) MARK -- I E ZONE 4 ZONES Area (ft2) H (-) H (-) 1 10 35.5 -38.5 35.5 -47.6 2 15 35.4 -38.5 35.4 -47.4 3 20 35.3 -38.4 35.3 -47.2 4 25 35.3 -38.3 1 35.3 -47.0 5 30 35.2 -38.2 35.2 -46.8 6 35 35.1 -38.1 35.1 -46.7 7 40 35.0 -38.0 35.0 -46.5 8 110 33.7 -36.7 33.7 -43.9 / ' q 1-'URTST. 1.UCZE, FL 3A4984 f'H0NEa7 )78,6-9888-E-mAx 1pg LCHINCCaAOL.COM PAUL WELCH, P.E. FLA REG No 29945 km T N IIr.,r- (7," FOUNDATION FLAN 3/I6" SCALE GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY, PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. C AIQ 11loom CD nI �! rIa A�J Z"pie L To '•� 5 Tub A d .B L r d +vYa e A /I L pie rj �a <iNf✓ . / �f � 3r .�yNG hI yaw N z" N {FLU 0 t�) I IJ(4 1 L C? .,. CONCRETE FOUNDATION NOTES 1)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED, 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. FOUNDATION SCHEDULE SW 8" CMU STEMWALL ALL CELLS FILLED WITH (3000 PSI) CONCRETE AND #5 BARS AS SHOWN AND 48" O.C. MAX SPACING WITH 16" D X24" W (2500 PSI) CONCRETE SPREAD FOOTING W/ (3) #5 BARS CONTINUOUS F-2 16" D X 24" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL ST FORMED AND POURED STEPS PER DETAIL i " I I�� AUTO yaw j 2 PAUL WEL.CHfNC. AfECHANfCAL ELECTR/CAL C/Y/L ENG/NE£R/NG f984S.W. B/LTMOREST. SUITE# f 14 PORTST. LUClE, FL 34984 PHONE(77.2)78S-9888 EMAIL PKYELCHINC#AOL.CON Z PAUL WELCH, P.E. FLA REG NO. 29945 J LL _W V J W V � Z� W oc 00 N �W/ W m O w Z �. M O r-i N SHEET NUMBER �F' G' TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN A, Al, A2, A3 & A4 2ND 3376 (1)-HDU4 4565 (10)-SDS 1/4" X 21/2" & (1)- 5/8" A.B. OO ATA 2ND 855 HU26-2 1135 (12)-1/4" X 13/4" AND (6)-10d NAILS B, BS, 82, B3, B4, B5, 86, B7, 88 & B9 2ND 3376 (1)-HDU4 4565 (10)-SD5.1/4" X 2 1/2" & (1)- 5/8R A.B. 2 O C4, C5, C6 & C7 2ND 1289 (1)- HTS 20 1450 (20)-10d GR3 1ST & 2ND 4159 (1)- FGTR SOUO (2) 1/2" X 5" TITEN HD GRA 2ND 5990 (1)-HDU8 7870 (20)-SDS1/4":X 21/2" & (1)- 7/8" A.B. " GRD 1ST & 2ND 4405 (1)- FGTR _ 5000 (18)-SDS 1/4" X 3" & (2) 1/2" X 5" TITEN HD GRF & GRG 1ST & 2ND 3320 (1)- MGT 3965 (22) -10d & (1) - 5/8" A.B. O GRI 1ST 4888 (1)- FGTR 5000 (18)-SDS 1/4" X 3" & (2) 1/2" X S" TITEN HD GRIM 1ST 4538 (1)-HDU4 4565 (10)-SDS 1/4" X 2 1/2" & (1)- 5/8" A.B. O GRM 2ND 5267 HDU5 COMBO 5645 (14)-SDS 1/4" X 21/2" & (1) 5/8" A.B. SEE "DETAIL AT TRUSS GRM 2ND BRG." GRZ 1ST 4845 (1)-HDU5 5645 (14)-SD51/4" X 21/2" & (1)- 5/8" A.B. O GRZ 2ND 4981 - HDU5 COMBO 5645 (14)-SDS 1/4" X 2 1/2" & (1)- 5/8" A.B. SEE "DETAIL AT TRUSS GRM 2ND ERG." SIMILAR VALLEYS CONT. 100 # PLF ( )- MTS 18 1000 (14)-10d X 11/2" 1 - ' ( 1STRAPATEACHENDANDAT24"O.C. _. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH < 1000# - (1)- MTS 16 1000 (14)-10d X 11/2" AT FRAME BEARING TRUSS COMPANY CHAMBERS LAYOUT DATE 5 2018 CUT -SHEET DATE 10.5 2018 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: (D VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SO X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SO X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). 3 PROVIDE 2X6 VERT. BLOCKING X 30" LONG OPPOSITE SIDE OF STRAP WITH 12d NAILS AT4" O.C. 4 PROVIDE 1X8 WOOD BLOCKING EACH SIDE OF TRUSS BOTTOM CHORD X 36" LOND WITH 12d NAILS AT 4" O.C. FRUS NOTES 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. Hatch Legend �I CEILING @ 13' ®CEILING @ 14' CEILING @ 15' CEILING @ 13'- 6" CEILING @ 16' CEILING @ 14'- 8 CEILING @ 131- 411 0 0 BRG WALL @ 11' ®BRG WALL @ 12' ®BRG WALL @ 1.3' BRG WALL @ 16' F.REPRESENTS A HANGER HANGER SCHEDULE - USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS WRRYINO TRM w XGER ID FASTENER FOa CARRIED TRUSS FASTENER FOR CARRYINGTRUSS G'RH GRI THDH26-3 (8) 16d nails (20) 16d nails GRI GRM THDH214-3 (22) 16d nails (66) 16d nails GRA GR3 THDH214-3 (22) 16d nails (66) 16d nails J7B GR1 sNP3 (6) 8d nails (6) 8d nails 'Please refer to Standard Engineering package for general instuction on installing hangers j 10d=0.148" x 3" 16d=0.162" x 3 1/2" OCONNECTIONS DESIGNED AND SUPPLIED BY OTHERS RAW. YYEI.CHINC. MECPYAN/CAL ELECTR/CAL CMIL ENGWEEWNG I984S.W. B14TMOREST; .SUITE# f Jr PORTSr LUCLE, FL 34984. /. PHONE- (77 ) 785-9888 E-MAIL EKELGH/NCLaAoL.COM MAUL WELCH, P.E.-FL A REG NO 29945 1 w_ U W —J. V Z F- . 0 0 o- LU iJ z LU m O Lu Z M J� N U rz m 51 • , Iw �„cc,elrJ- Ik ttitlsi,, Q DOT 1 ¢Nh1LKc p ...q0 ry 4bD A Ito f4 v {Z��24DV 1 M6 2e'-O.r. 7,_0„ 3,_0„ t1,-0„ - 3,$e 6,-6, 3,,,6«_ 4 �P t6CN N _ Square Footage e ' Living 4746 N - - - - - -' --------L Entry- ----- 2671 F,- �1"►.)b 12Dt7 U7t_.._��IGC. �I`��.-.� 3�io�ncr� I�r Z�ti"L Lanai 548 _ Garage -774 Total----------------6335 to \ / ELECTRICAL NO'ns i ly 1) ALL.ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) g � 2014 EDITION. �oa ° o 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING I ------_ _ - �^�% o e -------__-" e e FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE R / 'td °J -- .` j �s -- - --- va PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY ---- •. --------L R vp - \,, HIGH-EFFACY LAMPS. OW VOLTAGE LIGHTING SHALL NOT BE REQUIRED - - - - - TO BE HIGH-EFFACY LAMPS) �3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN i? CONDITIONED AND UNCONDITIONED SPACES. I,4 - - - - - _ / w b 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT ° — ° 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE \ ° -- ° e °- iRo - -• - ,-. ________ DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE i \ 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS ° SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, ,'-----`----------' -, o ° F----------------- G I ,kLJ✓ o • ° LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, 'j FI _-_ __ _ ro 1 (yyFj 1 �`�_ I / ' 4 HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. --------------\ i---------- t f 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, i ® ®i i \� I / GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72- OF EDGE OF ANY SINK. i` ---¢ i - ¢ 1 8) CARBON MENOXIDE DETECTORS CTORS TO BE INSTALLED WITHIN IllALL ;i \ - i i m %i i BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR'SOFFIT. \ i' \ i \\\ R 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. r, w� / `------------ -- - - ---------'l \ I PER NEC LOAD CALC,S ,; \ \\ j. �.�` s \ \ \ y \ / / - - - 1 - -° 4746 S.F. @ 3 VA 14238 VA TWO 20A APPLIANCE CKTS 3000 ? 124°9e -a \\/4 LAUNDRY1500 0- InTDDRRYNEE5000 - ------ °' -- e' 2000 \- --- h15C3WH G 1450p -\__ _______ ________I ;� 1200 h cFloWP TUB (OPTION) 1200 R_r_-.-------------`-- 4 ` - ' Y `\ . , _-�- `--�} \ /-�- '-( ' I\ 1 - 4 REFRIG 1200 R R GFI. y ` t GFI 1 / \\\ \ "-' Q ? IRR. PUMP (OPTION) 1800 i MISC 10000 o Q GFI \ \ _• \ ` i "I� TOTAL 55638 V ,. $ I'jli i i A RY �L'1UJ OI \\\ \ - --- - i i �"-- FIRST IO KW t00olo - k R �_ 1 1 q @ 10000 / t GAt� r' p to REMAINDER 40WP 18256.2 / • GFI R R f e e e \_____ a , \\` \�*, � 1 TOTAL 28255.2 a / R o _ _ _________-__ _ ____ __ \ A/C HEAT A 100% 36000 TOTAL 64255.2 VA t 1 - LL I i Y 1 ° _____ ° ° " �. ------------- 240 = 268 AMPS y / 64255.2 EF USE 300 AMP SERVICE _/ I -- ¢ 11 - - ° .. F ° e e ' ' 1 I I I -- '•�11' \` ! yFen So I.i ''I/// / --l\\ /l\\ / -zv EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: , crill �1l Y 1 I--- `----------'-------- i Y _ \\ _ i '- Ventilation rate. c^ YY Ventilations terns shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with e [A/H f Table \ Y -`�. - Y '-__- 1 l .� T • "-- --- ---- --- ° a --- ----- ----- ------------------------- - - TABLEM MIHIMUMREQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILYDWELLINGS ° --- I >_ iil-------- --- ----- ---= ----- --------------- °------------ --------- ° i 1 ' I Rfa II " 1, i ___ _ _ -_ -_-`_ I I I I I -h7141--- - Imo- ------------------------------- 7 t F Xtd 11 Q ) / ° - o Fr if , IT MWATOBEVENTH,ATED VENTILATION RATES Kitchens 100 cfm intermittent or 25 cfm continuous Mechanical exhaust capacity o Bathrooms —Toilet Rooms 50 chat intermittent or 20 cfm continuous c fv( rre TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR CONNECTOR FASTENERS NOTES ID UPLIFT DESIGN GRA & GRB 1ST & 2ND 2031 (2)- HETA 20 2035 (10)-10d X 11/2" VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 (14)-10d X 11/2" O 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1600# EACH < 1800# _ (1)- HETA 20 1810(9)-lOd X 11/2" - AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH - < 1000# ' (1)- MTS 16 1000 (14)-10d X 11/2" AT FRAME BEARING TRUSS COMPANY CHAMBERS LAYOUT DATE . 4 15 2019 CUT -SHEET DATE 4 15 2019 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TflUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. - 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS, � I1 /[41- 61 VE�' .y A-110t--i t()4" C14A2-( VP on W-rc+A �pIN� i CALCULATE ATTIC VENTILATION 1 " D HoIl CEILING = 487 SQ. FT. 495/150= 3_3 REQUIRED VENTILATION 70 L.F. OF 6 " X 22 " VENTS @ 48 " O.C. = 16.04 SF / 2 = 8 SF AVAILABLE FOR CROSS VENTILATION 8 SQ. FT. > 3 SQ. FT. VENTILATION O.K. NOTE: PROVIDE SOFFIT 6" X 22" SCREENDE SOFFIT VENTS AT 48" O.C. ALL SOFFITS Chee JrL� F,vr-�A vD Lz� L4LkNll�t�z �t.ktAL11.� I i TrtJ 4tp � ) ,b1417 k-re'4 Fpll-j-r '�� 1�A"il otJ ry /( a LL Lu D W W 00 W J Z W m w Z m 0 fV /I r�-rlaN &VV A-rupPAL IWFD?M"TOP Lj^rcVt,.-r W.-To A Il h*tal 10 ►7rpt, 15f 12 vd ov D P.�)g-uA W/ 9oA NWL4 &.-1 b"o(c, /7r.aeo r,eP -to r ,AWC> I-0t STUCCO CEILING NOTE# 12 47l.4 0 N0lE ,4�FC I-r;-.�rn-s SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. 1 ROW i 8"X8" CONTINUOUS CONCRETE BEAMBLOCKW/(I)_#5BARIN -- (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/ (1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) - #5 REBAR W/ 90 DEGREE HOOK 18" 0" CONCRETE ._--- ------- ._- COLUMN WITH (4)-#5 BARS VERT. IN (3000 PSI) CONCRETE FILLED CELLS #5 VERT. REBAR IN (3000 PSI) ----------- CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS)P�yC'J .__ STUCCO FINISH wQ -O �I, `'0 6 --- #5 REBAR W/ 30" MIN. LAP SPLICE pOE.�� OVco 8" X 8" FHA BLOCK WITH (I )- #5 BP k �'� CONTINUOUS i Be'v� w ) I. sdd"' 8"X8"X16" CONCRETE BLOCK / - (MASONRY) ALL CELLS FILLED W7jc WITH (3000 PSI) CONCRETE �V:L jI INISHED GRADE _ (2500 PSI) CONCRETE SPREAD FOOTING (3)- #5 BARS CONTINUOUII ;ECTION ( I'Dj??�j-d5 " PAUL W,ClwCH INC, M CHAN/CAL ELECTRICAL CIV14 E'NG/NEER/NG 1984S. W. B/LTMOREST. ,SU17E# 114 PORTSt L.UCIE, FL 34984. ® PHO!(E(772)785-9888 EWAlL PWELallltVCLOAOL GOM PAUL WELCH, P.Z.FLA RE'GN0.,29945 J W U W J V z�. W c c °. W Q W m O w m SHEET NUMBER dF �,-2 2 A =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. I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30 Span or less j 60 degrees orless 1/2 span - Tag line approx. Tag line &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. 30' to 60—Span SQUARE CUT END Spreader Bar I 2X4 TOP CHORD WALL HEIGHT 12' END DETAIL: TYPICAL Approx M to 1/2 of Span REFER TO BCSI I REFER TO BCSI Truss must be set this way 'rf 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 t are installed. i • % ff 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 MBRG WALL @ 121 12 6r 4-03'j'— 1-06-00 PLEASE VERIFY ALL DIMENSIONS. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT -- 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. CORNDER JACKS U 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED, 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD w .. ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING. d ¢ � hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N O o fler 10 days of delivery remedy will be according to Florida statute 558. - — --�+ 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. i 5. Delivery is to job site. It is the buyer's 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 De 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 9 conditions. - Z 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour as for revisions may be charged by Chambers Truss. - - - - --- - T 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 24" O.C. THRU elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss RV ER JACKS I easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be ON 24" mided for all sums not paid within terms. ---- - - --_-- 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees 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 referred to - -- _- - payments Brain, 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 For onstruction Using Metal Plate Connected Wood Trusses ANSI/rPIM1TCA 4 - 2002"" 12, Warranty is per Chambers Truss Warranty attached. PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.21945 617111 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. 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. Trusses must be setplumb 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 3105 Oleancler Avenue 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 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SEC 1604SA 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 Tile 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 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 19, Building Type Enclosed Building Category II: Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water... Miles from Ocean 1/2 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: 75934 SCALE: 1 /4" = 1'-011 50 total trusses, 13 unique designs Designer: BLW Reviewed by: Date: 04/15/19 FOR Glama Construction DESCRIPTION: NOEL / ADDITION Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75934