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HomeMy WebLinkAboutBuilding plans>r ne Uopy DESIGN PRESSURES DOOR Zpnta-al.a EXTERIOR Z6NES-57.5 DOOR WINDOW ZONE 4-47.9 MULLION ZoNt 4'1" SLIDING ZONE 4.47.9 GLASS DOOR GARAGE -24.3 DOOR ROOFING ZONE 138.2 ZONE 2 -S3.9 ZONE 3 -101A ROOFING ZONE 1-U.2 UNDERLAY ZONE 2-53.9 -MENT ZONE 3-101.4 .f l�ew2 1I noil eur DFORTHS rw%WLFWa v r,•... �.. PRODUCT MANUFACTURER _MDGEI_# APPROVAL# GLASS ATTACHMENT METHOD DESIGN TYPE PRESSURES %" TAPCONS @ 145" MAX. O.C., WITH A 1-1/4" MIN. EMBEDMENT -5p THERMATRU OPAQUE FL# 15037A IMPACT MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO FIBERGLASS DBL ADJACENT ANCHOR, 6" MIN. FROM EDGE W/CENTER CLUSTER @ 3" & 7" _5p THERMA TRU DOOR SMOOTH STAR FE IMPACT %" TAPCONS @ IC MAX. O.C., WITH A 1-2/4" MIN. EMBEDMENT, 2" CLEARANCE TO FIBER CLASSIC 7630.2 MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. ADJACENT ANCHOR, 6" MIN. FROM EDGE W/CENTER CLUSTER @ 3"" & 7" 00" NOA#IMPACT C. C FMAX. MIN4 _70 PGT INDUra2mjml I%A"�ULTRACOr O.C. & 32"MO W17t1A21/2" EMBEDMENT 16-0714A3 pN 11-3/4" MIN. DISTANCETO EDGE .52.5 PGT INDUPPED EXTRUDED NOA# IMPACT (4) %" ULTRpCON WITH 1-3/4" MINIMUM EMBEDMENT 16-021&03 EMBEDMENT AND 3-3/4" .00 PGT INDUD-770" IMPACT DISTANCE TO EDGE W/CENTER CLUSTER @ 3.5" &87" ING 14-0128.11 NOA# IMPACT 7(16" PUSHNUT INSTALLED ON ROLLER SHAFT, WITHSTEELTRACKCOMPAN16-0330.01 .q4 DABDOOR4/811 CONNECTED WITH %"-20 SS BOLT & NUT, CONNECTED TO STEEITRACK BRACKETS @ 12" O.C. WITH S/16"ILi-5/8" LAG BOLTS FL# N/A #9 x 1-112" (OR) OF SUFFICIENT LENGTH TO MEET 3/16" MIN.FABRICA -101 EXTREMEV CRIMP PENETRATION THROUGH DECK OR 5/8'" MIN EMBEDMENT INTO WOOD GA_ 17027-1 R2 SPACING 8" O.C. AND 12" O.C. ALONG ROWS LLCPLANK)@ROW N/A STORMGUARDIS A FILM -SURFACED, FIBERGLASS -REINFORCED, SELF- -05 LiAFF ROOF NDERIAYMENTS Fl# 10626-RZ ADHERING SBS MODIFIED BITUMEN snujmiiE.THE ACOEPTANCE OFTNESE PRODUCTS AND METHODS OF ATTACHMENT THE SEAL HEREON S PROVIDED ONLYTO INDICATE OUR REVIEW AND APPROVAL FOR USEOF PRODUCTS LSTE ARE OASEOENNR9.YUPONTEST DATA FRONDED BY THE MANUFACTURER. WHICH ENGINEER"SCERTIFfCATIONANVIMPUFSNOWARRAWYORGUARANTEE BY THIS OFFICE FOR TNFSEPRODUC75. Certification for Design load Compliance It i 1. DESIGN CODE: Florida RLS1OWT)AL code 2014 Edition W/20-supplements using ASCE 7-i0 2. Structure Design is: X Enciosec_Partially Enclosed -Open Building 3. Risk Category: -I X II _ill -IV Exposure Category: _B `X C _ D Adjustment coefficient i •3 5 4. Design Wind Velocity 1to0mph ASD _ LRFD End Zone Width X ft. S. Mean Roof Height: 2S ft. Roof Pitch: 6:12 Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ SO ' MRH(worst case)) Zone 1:-X"oZone 2:-fo6Zone 3:-1' 9 Zone -SX.Zzone 5:-1o_2Garage:='s2.8 7. Design Loads: Floor: 57 PSF Root/Dead: IT PSF Roof /live'+D PSF Balcony: _„PSF Dock: _PSF Deck:. PSF Stairs: PSF fence: PSF Railing: j0 PL'F S. Were Shear Walls Considered for Structure? X Yes- Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? X Yes- Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring test required 3( Yes No (based upon section 1803.2 exception) u I` 1/ L-13 L-I3 L" 13 .e I i1 1. El 1• A 1`4 Ail �1w4it p, I II _ .... - L- S-Lo. 7-Ia 12-5 L-.fo SLIDI I L--�,-_`_EPIaGE 25 ,�I • � 'fJ 2 ><S -, _, CAA W T Y i L, IMIC - L H 1� n N d l i &a15P• �p'.fy" =L^ (��[T DLS41I J 4.p 4 12 O __yt_ -_! 1 T G N 1:. N _--fiTCN 1'N Ca __ i P 5 D C�00M � l,_. $'.1 I" tLG, 4•k� _ - ", i Q Q' Cl "GL'G, b}T, =� --. '�► , �A °FKT a' L r9 AL�.to 24 S,i►, ( 7w, �Cl ,.tAUN9.IZ1 �-.iYSi.f`9.D-q1i, \_ � I I WeiG(..� 6.OR•,/ � i _iVtkf• ALE , • C4 D. I •L, I Q - C) n w} extt � ;I1 ' c4 r - I I 5 � A .� $� �a _ I _ i 1TtT1: 01= C. L G , aW N • MO.L t2_. _ Ln • c1 H --6�A�irlG kJd4LL I�Af�1.N/a_ lArbL t 1 I13I (1116t.6, WT, • -111t HT, I ' I . I q.. j �q`o�x $ .. Dl', . IT I 2y Q UAP woo, a DIP d.Hx4" iF PK9"�i9�,G f?i GLG- t�eR,rtm �, A/C CLwid�`tL � RprAt` Is' -oil A( � D L-l6 I S°x $° OY 1L 5SC-'T, 04 SL 'WP- 211.0" _�ATTVC STOTLAGC W/ Pit K T*MUSSE5- 4- N _L io•a1G {}T, w M,Z $ N D _I , f PU1.L-P0WAi AITT14 M (A1i 20'-0'1 ----- =.f - -- -- --- -_ =2 - `Ls S,14. L -14 I.51. Bit 25"S,14 -1 . 0 �GNCEA�D raSTENrR50RAiTA%Hhitnr -4- $__ ff I - - - ," AD; I h t hnS UNSIbILIIT Ur IMt I - K ° (7)Z5 S,t1. 1 7.O^, C2)2s ,W, L n i L I wr t;.'l3 I f 2 ------------------- C4 X0�. �^ 1 r C --Li�R F-ti •._iF l.N.COh1G, ILLED CCrL IODCL L-13 L-13 d21-(OI 12 I.q tl -7OZIeD11 FA C .A L .0 �J. L A 71 C7 �1 . , WNTRACTOR OF RINIRD _1rMST FLOOR LIYI" 2331 -11COt40 t-1,C70R.WVIr 4Co 119 3 __GA KACot (PI 2 tN rKy P 0 iC C 4F 2 2 B ALL MANUFACTURES LABLES SHOWIN L & I 30 4 U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST TO "I"' A L 4 1 M *61. j-T REMAIN ON ALL DOORS AND WINDOW - UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS - REQUIRED BY FIELD INSPECTORS THAT ' MAY BE NECESSARY -IN ORDEPI TO... COMPLY MIH ALL APPLICAIM ,E CODES. I1411w 11 vr1 * 11j O,Lj ()511 S L LUCTE COT'NT9' TLTIILPT' T PmSION pF IT.R O i Ol ':i 1 LU SC L U L 2Ei; Tb, v K ➢ATE (o PLANS AND PERMIT INIUST &E 11 EPT ON JOi Cr NO LRSPEvT!ON WILL BE N!AkD' E. III ) Peer•1 ii1`/� 10117 F-V0 yg Michael J seal h M U � � M pMp � U� {-r 0 0 4 p jC, d IL d OF File Copy R302.11 Fireblocking, In combustible construction, fire blocking shall be provided to cut off all concealed draft open- iugs (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construc- tion in the following locations: 1. In concealed spaces of stud walls and partitions, includ- ing furred spaces and parallel rows of studs or stag- gered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 man). 2. At all interconnections between concealed vertical an horizontal spaces such as occur at soffits, drop ceiling and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved mate- rial to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 require- ments. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. L Two-inch III mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lum- ber with broken lap joints. 3. One thickness of '1/12-inch (18.3 mm) wood struc- tural panels with joints backed by 2i/32-inch (18.3 mm) wood structural panels. 4. One thickness of % inch (19.1 mm) particleboard with joints backed by '/4 inch (19.1 mm) particle- board. 5. One -half -inch (12.7 mm) gypsum board. 6. One -quarter -inch (6.4 mm) cement -based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 8. Cellulose insulation installed as tested for the spe- cific application. I, I, P--Aac h. 5-cTFe� art`TP� hl-"1L�:lp /rD7�P� 6pAQrr-pro aL ZPoiY I �o1N-I' Ld� 1 '/SFr' 1r14 re f ANY�A.r C: _ SWPo RT -Z X.12 S4"TOOT14 572(k& __tc_ALF4-:ST (-1itFp fNT )k4 STuVS AS s -a I N es e-v- ,5wpPoFLr P ALA. -5.1._T_T_M_G y X q- Top L XTF- 21�.STtFPS� Z�'o,c-i 0' I 1 �- ! 3 t l r0rr ho S�Ec i Iry 1'4-A F T 111 U1 J' 2 O =- finWlZZIeip I 1 (TOP @ t I� U`-O✓ - - _. \%--''-----V- _- -.P�. -1 . - --- -/ 1 1- -.- i II L.=�- 1.-. t L.. `f °_. _. H=� 1 L D L( NOTES: --- 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 CENTIMETER WITH A FLAME SPREAD NOT EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEED 450, FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: STUCCO ON RIBLATH OR PAPER BACK 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 BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT IESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. DOOR AND WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS Q 12"ON CENTER, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1.1/4" EMBEDMENT INTOCONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. �, roil lei , I --2Q_'--40 ` I �I TERMITE TREATMENT REQUIRED 14- I I:I I I t i 0 K5 ' CO II C` 4 �R F(Ij- ­* __� ��_ U_ N r""', 60 8" 5TgucrURAl�ygs- 1. STRUCTURAL LUMBER TO BE HEM -FIR It 2 GRADE OR BETTER WITH 10DO P.S.1. MIN. FIBER STRES VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P,S.1, 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" S. FILL (Solt) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. ). DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT 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. o I l h'2 �IIntIDE Vg� -4 FOUNDATION SCHEDULE - F-1 24" W X 20" DP MONOLITHIC CONC. FOOTING t� W/2 #5 BOT, & 1 #5 TOP CONT. N F-2 18" W X 16" DP MONOLITHIC CONE. EDGE W/2 45 BOT. & 1 #5 TOP CONT. F-3 18" W X 16" DP THICKENED SLAB W/ 2 # 5 CONT. BOT. F-4 12" W X 12' DP THICKENED SLAB W/2 #5 CONT. BOT, F-5 48" X 60" X 20" DP MONOLITHIC CONC. PAD W/ #5 BARS @ 12" O.C. E.W. BOT a1 S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. 1 C,AP EL J. 34 Michael J Seal AR96898 anoom w 7 U w p V C 2 OF ► Vt NEw I04Cq N 'SI7r -3 '�--.�r„''�---�•..�''.._ r„�•t'tttre•.X., ,0`-0,1 n.wa`e I P-5 F -- '' SII��� .l;Pq Z1. ev / 3ia7�>�vee�� og -�ry'P.�Tty�- 3T4sceo en.> Pn.P 6a�-=�' IIZ�.Gv1G(3�Y��Tildro. HAP s,.., 30�• FB.t.-'r �aw33�.� �tvc.,�. P"z ?-V u aJ�iLS� `b r �► 8�"`�` P�/�t�JThB"dG.-Z gd a FIB ��a 5'C'tfCCo / P-2 5— 1 nCu P.2 Cr , �`� LL A di�'� _. f�1tS..lb.. G iae M W1 I-I�o�t l5 5(f�- G21cK�t -�-rp - --- F200F SHEATHING NAILING ZONE INFO. �M ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, POWUTt7I 4$t Z1mot/ )Ibol � I � i � N � �.� Z4. ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O,C PERIMETER & 6" O.C. FIELD. G? f hrwF� ©F es 72P V�Pa.M I N(i , 4,40 W2 � ZONE P3 5' X 5' @' HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD / II ! NOTES: G �or�ekece. �uC-t��t, to CHII M i oE� � 19/32' CDX PLYWOOD SHEATHING D J"�' +� F L A 5 H j k rG ii H 1 , I t I 25' - 0' OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. v li ` `y L / - ^ � `-'/ UNDERLAYMENT FELT SHALL BE PEEL & STICK OR.30# FELT.COMPLYING W/ ASTM.D226. V"Ok--( MASOWRY C©RSTR) fr_W- es g-r r_, ...-Te V. w� � \f • I Y� S%CTf 3T IKSIOL4 bI.CK � r. —� - 1 e to 12" t2" 11 ZX-C : "1iyl-� 'sliTn"x 21{Zu L W jb0(. 1 t11% _I/2r`KrLI/Z' i21:V1 OD5 -49 As P a Nil ETl L I li = t-o tf S to, 1Nf9 MAXIMUM HEADER $PAN 3'-9 1 6'-0• 1 9'4' 1 12'-0' 11J'-0' 18'•0' - WALL HEIGHT SND SPACING 1 1 z z 2 2 (aF S.RPW c m a HEM 10'-0' m itz IF M 2 2 3 S 3_ S are, n a �p pp 1y UL T-0' 10' m N 15' Oz. 2 2 3 J 4 1 4 I` SEARING HEADER CONNECTION DETAIL je G o File Copy ZJc'g w/ CL - zm'4� 4 I Pw,0 rUr4mot. r✓ �1't'J � �'-U' B.G. �G�i• �5� ,' H meets {�,. Pi-•h..r.�r�. 4.aP .� �.mr,tia c> ;.. m� �{•ody�,4:apS.h'tA' _QV�iC, 3/6". Gp}a P�`t"u>aca,is w/ Pad u a.a 1.,y 1 1 lac 1 pow 1 5-/36117 teu' 511 Qa� W M Q•I U o o W 41 24 IiET 4-1 ti TN9 -�T LfYE:6.� A I q M OF �1VE �N RE519tm File Copy 0,1h) F .Oy)? fp i I - • P.CI•CC1:K _Sa:S21.hl.G:_0 N i I I a • 5/g �TThrACt-1�T1�T1��1- - _ .- �: 13Pw�id--�" 4mr�oG _�« ,,n:a�T1RLU3 A '��oUCLS� 1b01c1?i-i�i: �J...1._ 5-1.1.E9GF1_ ouct_ILLp StQi16CTlrtMAS41'R16 I) �.� I ► �� x _�� 7 _ 1 P*zal►1 WT; 14 Sraf ___elst TTUP—-w`(14j1adx�vZ���s�tcs 1�NT, _.. L L r (f Oyf0.wT 7CotLetata ALL ST 1 1t1G-9�Ali�C E .C#ODFII�G - �g.to2��L5erIq - i r, ' -FED 872 vWdL'C�Y�.1'1`Si STUGCO rIN1, J ■=-cf ON�i'C�' l jTVvyV W,�nr �••.r•— � Pzo4 t CE S,MP�� MTSIco w t t( DBl 27�12 HE4DEt WA,L..3 PER CONNED o� W 1 +h ° PLYwoop SP+�C6L SCNE•C+`t14E_ lc4u FD f. ra ra,CBD w� god �,.�is @ g'�o,t. • D6l_ ZX4 'S'aY PI.ATTc =' h TAGG EYCD bO4N - AEL, i,oE,S @ D2, oQgNIN65 G� Uz" o�tw..� assf>vpers f` �CO3lDE 'SIMPSON S$¢ Q 1 �� YOP s, �SeTfOM puaTES Z`y 32''o,C, w/ 6-lod NP,I-5 ° 4---•-•�Peo�.itflE= �/2°X5�/ta itEOHE�DS � CU� � Z4 a,c. v�T To BC.oasc P,r. 23 4 aaTco*- Puss MI or, 5%8 $ X �' e o "o o@ x4'°o,C ARM MouolrTN IC- Foal, NC. y zit S gaE ri d.-+ T, i r - NT,5 00 VZ _ C M i O O rn 7bP fJF SM. 3/11_L" } p OF UILDING�_ BE` CT-110+N-.,*. b1EW 1• 4LHI11 1 0 ELECTRICAL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET 4 MOTOR OUTLET + WALL MOUNT LTG. FIXTURE -11F GROUND FAULT PROTECTION 'I PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO �•4j CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS �a°�eo"' µON30Y-it+e L/— DOORBELL �1 CHIMES File Copy ELECTRICAL LOAD CALCULATION 3� 3/o THWN CUB 1+� 31 29VING 3 VA S.F.LI �%° 8793VA Zit C. ELECT. 5 E c V t C E (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA "we"DRYER 5000VA M 12.0Z4oY � WATER HEATER 4500VA + 4500VA rZ� tut MISC. 3000VA TOTAL 43493 VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 13397VA st ¢ C u , 6R. ap TIED CIA A/C HEAT @100% 18000VA ro Pt-v4 , sr1 C. A J>Zwetzz TOTAL 41397VA E I ECT, D l ST. 41397VA = 172 AMPS 240 N tS C,o{�PEQ. SE�yJtCE USE 200 AMP SERVICE PROVIDE ARC FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. ro Go+r a-- .S_tdl - jp co t ems v �PIRST C�RICAL PL N•_ w•,;:,. 1 alf =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRU55ES ARE TO BE SET AT 2'—O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span A so degrees Spree er Bar or less 4 1/2 —► Tag Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is on example, your truss moy not match. Insist crane operator sets truss this way. hag—APprox 2/3 to_,, Line 1/2 of Span REFER TO BCSI .ss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this wary All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIR HAN�LEIR 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. For Truss to Truss Connections see hanger/connector schedule in engineering package. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'11" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-0" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 101112" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 19'A" ABOVE FINISHED FLOOR r 2 STAGE LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 23'-8 1 /2" ABOVE FINISHED FLOOR Carrying Girder Nails must be as shown. Guide tabs oil Dome angle nails. 2-2X LEE BY BUIL TOP AT MATCH POINT ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 19' - 25' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN F FLOOR TRUSS NOTES 1. Do not load floor trusses with construction loads such as concrete blocks. 2. Do not install floor trusses upside down, refer to engineering sheets. 3. Install strongbacks per drawing to improve floor truss performance. 4. Apply rigid drywall ceiling directly to bottom chords of floor trusses, or brace with 2x4 lateral & diagonal bracing spaced per engineering. 5. Chases are shown with dotted lines and may also be placed in other trusses. Chases must be centered between bearing points, & are not in girder trusses. 6. Review this document to insure mechanicals can pass through floor trusses. 2-2X LEDGER BY BUILDER TOP AT 10'-5 1/2' \\\\\\\\\\\\\\\\\\�\\ ■ I. ® ■� ■ ■ • x��� .I f • �■ •i ■ = 5 'i I. R � � �_ � Off i■ �� if � ■i '• •®'® • ■111 NA .i \\\\\\\\ \u� \\\\o\\\\\o\\\\...�\\_ ii i I ....\\\\\\\oa\\\\\\\\\\\\\\\\\\\\\\\\\\ 1 1 1 I 1 upset=1/4' heel=4 3116" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL 2-2X LEDGER BY BUILDER TOP AT 10'-5 1/2' 3 T/2" upset=l/2" heel=3" SQUARE CUT END 4 X 2 Top Chord LEDGER HEIGHT 19 END DETAIL: TYPICAL FLOOR TRUSS ID I LENGTH I SPAN I DEPTH I MAX /D LESS BOUNCE MORE> FLA 20- 4- 0 20- 0-11 1- 4- 0 18 15.1 FLB 16- 7- 8 12- 8- 8 1- 4- 0 18 9.6 FLB1 16- 7- 8 16- 4- 0 1 1-4-0 1 18 12.3 FLC 13- 0- 0 12- 8- 8 1-4-0 18 9.6 This chart has been included as a tool to help evaluate floor performance. Floor truss performance is not a safety issue. Bounce and deflection that is acceptable in one building may not be in another. S/D= SPAN to DEPTH RATIO, shown as a number & graph line. MAX=Maximum S/D recommended. The higher the S/D and the longer the graph the bouncier the floor will be. The way to improve performance is for the building designer to reduce the truss span and/or increase truss depth. Refer to FLOOR PERFORMANCE / REDUCING VIBRATION, attached. upset=l/4" heel=43/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 23'-8 112" END DETAIL: DORMERS VIATC H POINT ENGTH Refer to information on truss engineering drawings. (2) 16d nails @ top & bottom of 2x4 vertical block. I A 0le 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGBACK as close to bottom cord as possible. STRONGBACKS are recommended to MINIMIZE VIBRATION SEAT PLATES BY CHAMBERS upset=1/4" heal=4 3116• SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 19'1 END DETAIL: TYPICAL STEP CEILING I I I I I I I I I I 16 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT File Copy FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS ADRE EMENT IS SIGNED 8 RETURNED Us legal description of the property where the trussea will be Installed Is: Th9, updenslgned acknowledges and egress: 1. Trusses will be made In and accordance with thle W'a placement diagram layout. which la the sole authority for datertnlning suxessful fabrication of the trus80a. 2. All dimensions In this layout have been veritled by the undesigned. <-:3'. Unlade written notice la prodded by certlfled mall to Chambers Truss within ten (10) days of deMery the undsrelgned agrees that no beakchargea. will ba allowed, In the event such written notice is furnished Chambere Truss shall have three r3) business days In which to, begin repairs required, or to substitute other busses, at Chamber$ opit n. �',4,+7he undersigned acknowledges moeipt of "SCSI 1-03" summary -host by TPI & WTCA d hfgry'.11Cl�emb..'Toruss heat a sole aruth'0'4 to dIty ate Into the suitability of the JoblaRa of a pdNon of the job ells for dalhrery, Chambers Truss w11I be responalble for dump delivery only. Tha.buysr le responsible for addPoonel delhrery expan-e■ If Chambers Truss has to rede0ver because Job site k not proparad for delivery or buyer Is not Prepared for delivery of tmeses. Suybals responalble to Chambere Thvsa for towing costs due to site oonditions. `*.QgPdce es shown In paragraph 7 below la subject to change b any changes ere, made In fhle layout A S60 per hour lee for revisions may ba charged by Chambers Truss, `.F„ Ie Is a PURCHASE ORDER to Chambere-Trues of the sum agreed to, or If In �89Ke'd ant a reasonable price. Invoke will be made on delivery and paid within terms of nett on^::delivery. Involve may be made et aeheduled date bf delivery 0 buyer cannot accept d"ellYory'of fabricated tnasas. The undereigned agrees to pay Chanibera.Truss reasonable ettlarge)'s fee for ed fatlbna In event of payment not timely made. 1-1/2 %per month service charge will ur added for ell sums not paid within terms, Q: Signature or InPoala arhywhare on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credh for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity retaking materiel and the undersigned agrees to pay such Indebtedness Including aftorn fees. U d redplent. efauh In payment for materiel be made by the `• 10. In the event of any litigation concerning this agreement, the items fumI fi d hereunder :or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint h0cle County, Florida. ?U.Deplan responsibilities are par "National Standard And Recommended Guidelines On Rallponslbllides For Construction Using Metal Plate Connected Wood.Trusses 'ANSIRPVWTCA 4 - 2002" - DATED S16NED r- i FOR �E Aspreaderbarmaybereyi�4ed P11 er "B11 CSI I, Irto pueventhijiay5 damage.. INiiltiple ply trusses must be fastened together per engineering `,Ilairore they are set; failure to do so can result -in roof collapse. eFnporary and permanent bracing are required and can save life } land property and Is the responsibility of the truss erector. Wdy the contents of the Information packet Included on delivery °?- before setting trusses, ' sTrussesmustbeastandbraedpardesigntopirm tkiiisygdamagm Trusses cruel be set plumb and square Do riot set bunks or stack of plywood, rooting material or any other eo'tlCantreted loads on trusses, this can cause collapse. ;DO NOT SET TRUSSES USING THIS LAYOUT .-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC Oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 - 1',V0 "Pd}tPferce 772-465-2012 Fax 772-465-8711 ro Efeach 772-559-2012 Stuart - 772-2863302 t .*li Wah 9111 CHAMBERSTRUSS.COM Rp lr%T4-,1�ff�^yp�� 92.0/93.2 MITEK 4.2 A9 L 7 C09` DESIGN CRITERIA i County SAINT LUCCC.IjIi Coin Building Department ST LUCIE COUNTY FL Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Flo Top Chord Live 20 40 Top Chord Dead 7 4.2 10 Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 5 TOTAL Load 37 7.2 55 Duration Factor 1.25 1 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 2511 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the ,4 building department and your engineer. Design Criteria is the responsibility of the Ridirtinn npcinnpr anrf/nr Fnninpar of Rar i Chambers Truss Inc. Drawing Name: 74061 Scale: 3/16 = 1' 130 total trusses, 16 different trusses. MI 4: RLC ACAD: RLC Reviewed By: j& j-/;�e7 Date: 01!17117 FOR MICHAEL DIFRANCESCO DESCRIPTION: NEWMAN PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74061 CnNNFCTnR SC14FDULE TRUSS ID BEARING POINTS) TRUSS ACUAAL UPLIFT(GROUPED, WORSTCASE) SIMPSON CONNECTOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS ATA EA[H 630R (1)HETA 20 1810# 9-10dx1-1/2" ATB•AT[ 1 BRG 1869# (2}HETA 20 2700# 9-SOdx]-1/2" 2 BRG 1183# (1)META 20 1a10# 9-30dx1-1/2" B-C 1 BRG 53311, (3) HETA 20 1810# 9-10dR1-1/2" 2 BRG 305# (1) MTS 16 ]DOD# 1430dNAllS D EACH 860# (1) Mrs 16 3000# 141OdNAHS FLA-FLC EACH 1092# (1}MTS I6 1000# 14-IOdNA1LS GEA-GEE 48" O.C. 314# (1) HETA 20 1810# 9-10dx1-]/2" TRUSS INFORMATION TAKEN FROM MANUI-ALIUntU'»nur UKKW- -. �nAw'Dew moo»,+.,".�-s.--•-•--•--•--_• ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. PLACEMENT- P LINTEL NO, LENGTH un SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE ,BEAM L 1 2,10" BF AT-18 L2 81-6" OF /1T.10 L8 41-0" 8F /ITdO L4 41-6" stwa 42g2 8F'i.}•/ST-1B L5 5'-1" OF /17.18 L6 511w BF /1Td8 L7 6'-6" SF /1T-18 L8 7'-6" rL571 BF4 /1TAB L9 7.4" OF AT-18 L 10 id-6" OF /1T-18 L 11 11,40 SF 1T-10 L 12 ir-w OF /iT-10 Lis 13,40 OF AT-18 L 14 14'-W 0 Lis 14'-8" 8L16 1S'-4" 0L17 17,4" BL18 19'-4" 111G T 6 U/IT-18 8L19 21'-4" BL20 2N-0" 024'-W B - un UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 41-e SF /3T.18 R112 4'-6" BF /3T-18 RL.3 W-8" SF AT-IB RL-4 5'-20" 8F /1T-10 RL-S V.e OF 1T•18 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. A"M IOA" $"QW WORST CASE FOR UNTEL SN:F. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 38 r-F� rr !L-6 4r. L14 N V4 PRODUCT REVIEW PRODUCT OPENING MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN TYPE PRESSURES (WORST CASE) DOOR ZONE 5 -57.5 FPRESSURE THERMA TRU OPAQUE FL# IMPACT (FRAME) Y." TAPCON @ 14.5 MAX O.C., WMAX FROM EACH CORNER: FIBERGLASS DBL 15037A WITH MINIMUM EMBEDMENT 1.1/4" & EDGE CLEARANCE 2"DOOR EXTERIOR ZONE5 -57.5 THERMA TAU SMOOTH STAR FL# IMPACT Y." TAPCONS @ 13.75" MAX O.C. WITH A MINIMUM EMBEDMENT OF 1- DOOR FIBER CLASSIC 7630.2 1/4" & 2" MINIMUM EDGE DISTANCE WINDOW ZONE 4--47.9 +65/-70 PGT INDUSTRIES 05500" NOA# IMPACT %"ULTRACON Sit 17-3/8"MAX&6.1/2"MAX FROM EACH CORNER: WITH 15.0519.05 1.3/4" MINIMUM EMBEDMENT & 2.1/2" MINIMUM EDGE DISTANCE MULLION ZONE 4 --47.9 -52.5 PGT INDUSTRIES CLIPPED EXTRUDED NOA# IMPACT (4) W ULTRACON WITH I.3/4" MINIMUM EMBEDMENT 141105.01 SLIDING ZONE 4 --47,9 +/-60 POT INDUSTRIES, "SGD-770" NOA# IMPACT y" ULTMCON @ 3.5"FOR ASTRAGAL OR INTERLOCK CENTERLINE GLASS INC. 15-1013.15 HEAD/SILL 0 24" MAX O.C., @ 21"MAX O.C. & 6" MAX IAMB CORNERS: DOOR 1.3/8" MIN. EMBEDMENT & 1" MIN. EDGE DISTANCE GARAGE -24.3 +40/44 DAB DOOR 824/811 NOA# IMPACT (3) S/16" X 1 5/8" LAG BOLTS 012" O.C. WITH: 1.114" MINIMUM DOOR COMPANY, INC. 15.0317.01 EMBEDMENT ROOFING ZONE 1.38.2 +/-101 EXTREME METAL 5-V CRIMP FL# N/A #10X1.1/2" HEX WASHER HEAD WOOD SCREW 08"O.0 WITH 3/16" ZONE 2.53.9 FASRICATIONS,LLC 17022.1 R2 MINIMUM FASTENER PENETRATION THRU BOTTOM OF SUPPORT ZONE 3 -101.4 ROOFING ZONE 1.38.2 +/-45 GAF GAF ROOF FL# N/A STORMGUARD IS A FILM -SURFACED, FIBERGLASS -REINFORCED, SELF - UNDERLAY ZONE 2.53.9 UNDERLAYMENTS 10626-R2 ADHERING SOS MODIFIED BITUMEN -MENT ZONE 3 -101.4 THE SEAL HEREON IS PROVIDED ONLYTO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS sTRUCmRE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFIC-ILTION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS, File Copy - •�)'�cl Certjfi�tion for Desien load Compliance L r 1. DESIGN CODE: Florida f8511PWTIA1> code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: & Enclosed_ Partially Enclosed -Open Building I 3. Risk Category: -I All ,_III _IV Exposure Category: B % C _ D Adjustment coefficient 4. Design Wind Velocrry 16omph _ ASD _ LRFD End Zone Width 4 ft. S. Mean Roof Height: Xft. Roof Pitch: 6:12 Parapet_ ft. I 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. D@ So ' MRH(worst case)) Zone 1:-SIAZone 2:-00o6Zone 3:-136q Zone 4-58-1Zone 5:-10_? Garage: 32-5 7. Design Loads: Floor: 57 PSF Roof/Dead: 17 PSF Roof /Live W PSF Balcony: -PSF Dock: _PSF Deck:. PSF Stairs: PSF Fence: PSF Railing: 50 VLF B. Were Shear Walls Considered for Structure? X Yes - Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? X Yes_ Not applicable Explain Why Not: 10. Design Sail Bearing Pressure:2000 PSF Soil boring Test required 3C Yes _No (based upon section 1803.2 exception) F i if if a' u/,, MT. I' 1 i ti I 11 I . T I RoofL- f I, L e 1 25 rtr L 24 4 ACLO S,K, . 17 1 GA of 1 I L. rnLrC - vlsF. 1 H r ql 4XSo II frc 9` a , J ANT- Y 4" IS 0lr _6" _ fo' 0 41 4 D' • I - _7 7 T Co M L'. N _--t7 LA I �.9-Ca I - 5tr D &001 � , 2�% II, $'.iIIIcLGI 4Fi ; $ SL)y"LL'CP,i+T, -� ---9 �1a4l.1.`@ qo vinwrc. wA�S,NtS Kama - OR, _iSNOLiWALLai Q It rt&A-R�14T io _ -- - -' • I ✓ p 6 1 4 .31 Phi NAL.t. vaAP1woo 17 si+ai P 1 • � -- M'"2 ( - TFIi rF - o Dl+sO' _ ; _ iLNSTA-f MOWN- KOLV, �REPCLa 3` rot' MI IJ. N Nto WA LL L I ( E5 ho Owl 4TA V 5SC,71 014 N L 'aW(2 211 DIA N ta b I` Wctzl i►T. w N s3 PVLL-DVwW &TT(G in 25's, H, L14 &..:(1it.&&.t+T, I -- 0=(7"eLCorPT, , 2u_._. n - I 4 • i ® �8 I1R;5T FLrOtit -S LIY14G I53Q7� 293I S C�Oi�iG fitgs�R,LiVfl�fa t393 ----------- - --� - --�,. _ - -a - _ -GARACA. i Iz .- _ .It tN T1ty PnC {k 22a ` I Cz)zs r�, L g 1. i 25 S 0. �>z s's) �i 11 I ,L MArt TO T L r Y ° g i L� L -Cp2'x 11; Go NC.15FK , CO 3_ ILLED C:BL . L-t3 1.-13 L-13 f2 ��1 1'2 (or 12 r-9 u i LAC A e 1411= 11 III d l,-o " 4 1 N G _-_'> , -- -- FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 2 Sr--/;75/ 60 & Well #S9- 262SZ Date: /z /7 S5 -2loy5 Revile er. B M� O F it �-kkP EL J. 8� 9689 heel 18 00 � M D 0 V 4/wIRE1 x o p W SHEET