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HomeMy WebLinkAboutBuilding Plansi + 'c i f� V 114 v rAd ficaltinn for 2utirm Load CpMnha� i. DMGN CODE. Florida n 17, ;.ode 2D20 Ede w/2Q_ dements using ASCE 7-1© 2. Structure Design is: _fErdosed _ Partially Enclosed _ Open Building 3. Risk Category: j -4_-II _III IV Exposure Category: 2S_B C _ D 1 4. Design Wind Velocity J!�Q mph __ ASD LRFD End Zane Width_* ft. S. Mean RoofffeghC IS ft Roof itch: (�:12 Parapet _fL 6. ComPonents & aadding Deskgn Pressure used: (PSF, bad on Actual sq. ft @ 30' MRH(a"s ) Zone 1: 3S.22one 2: 5 ri Zone 3:- 06 mane 4 47 Zane 5-.I Garage doe N%/� 7. Design t.oa&: Floor ? PSF Roof/Dead: ! �PSF RW ILme Z o PSF Balcony: PSF Dods FSF Deck PSF Stairs- PSF Fence: PSF Ralfing: PSF & Were Sher Wags Considered fcx Structure? X Yes _Not apocable Eiq*in Why Not: 9. Is A Ca Wn[rous Load Path provided? _)�_ Yes _Not applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH1000 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 3W MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" V 114 v rAd ficaltinn for 2utirm Load CpMnha� i. DMGN CODE. Florida n 17, ;.ode 2D20 Ede w/2Q_ dements using ASCE 7-1© 2. Structure Design is: _fErdosed _ Partially Enclosed _ Open Building 3. Risk Category: j -4_-II _III IV Exposure Category: 2S_B C _ D 1 4. Design Wind Velocity J!�Q mph __ ASD LRFD End Zane Width_* ft. S. Mean RoofffeghC IS ft Roof itch: (�:12 Parapet _fL 6. ComPonents & aadding Deskgn Pressure used: (PSF, bad on Actual sq. ft @ 30' MRH(a"s ) Zone 1: 3S.22one 2: 5 ri Zone 3:- 06 mane 4 47 Zane 5-.I Garage doe N%/� 7. Design t.oa&: Floor ? PSF Roof/Dead: ! �PSF RW ILme Z o PSF Balcony: PSF Dods FSF Deck PSF Stairs- PSF Fence: PSF Ralfing: PSF & Were Sher Wags Considered fcx Structure? X Yes _Not apocable Eiq*in Why Not: 9. Is A Ca Wn[rous Load Path provided? _)�_ Yes _Not applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH1000 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 3W MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 11/2" COLUMNS 11/2" S. FILL (SOIL) 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 2010 EDITION. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. PRECAST / PRESTRESSED CONCRETE LINTELS 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. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. .. CERAMIC 7I1,E 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 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(i) .. ..._.. _..,.. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN Speed" Topograp"0 SEISMIC DESIGN SUBJECT Tp DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL Front line LOAD mph eifectV NA) CATEGORY, t Weatherfne ldenth° _Termite° TEMP° REOUIREOh _HAZARDS° INDEX' TEMPI NA Sm PIS. 1001.2(4) NA Neg)igible NA v NA NA NA 0 0 Z �sEn)Son•l d CPO PIE- WrMLGh 'T n% 7jir �,Or,' �f o.� I 3t tzv L Nr 5 HePi2 �./ Ih o Q II -rlrtLss �o hu�� r �Gt��oM 3 Lr�" �� c e g(�forA COUNTY r� ST. LUCIE BUILDING DIVISION QI REVIEWED FOR C ` Q REVIEWED BY �1 DATE PLANS AND PE O 0 T ST BE KEPT ON JOB OR NO INSPECTION WILL BE E. Fi c l�Uw-e-esGA,SS ^I Slf tea &S a itiESE I �( �K�yflr�G" f f FLANS AND ALL PR(;, , . i AND SUBJECT TO ANY CORRECTIM REQUIRED BY FIELD INSPECTORS TH,1AY F--� 'MPL YW WITH ALL APPLICABLE COD IZ I.� ly/C U° 1 i e �o C� t� `> t/fir 7 II J h✓�r'tit/ �1 ZeljS .�..�.--_T PETER 9. COOK I 6xf ,T0 IQ I A IIII 5 i �� E)crSq[rJG \^fA.ca- 5 To itrv=_ r_r�)` 10%3 GG7 y _ C II TL. ran 2 O Ll 11 l 4-. � �' v � �� ,• � I I III _ , �� � f� � ; ' �. , f :� � a' Cam' li CONCEUD FASTENERS OR ATTACHMENTS ARE THE RESPONSIS11.17YOF THE It \5 I i CONTRACTOR OF WORD L$ II1 a E1T'i � IIII kl"5 Act"" �y,,y DpvaM G, rr----..--Zo�L� �— ( ��� r-7 f 4) r-e), 6 r. I �,r,L7 0t. tse, GAS 1 110t cat e VrYf 8 SHEET —�_ I, -rN` 0 AL-M `rt-� 4'-1-�- LINTEL SCHEDULE MARK SIZE DESCRIPTION Ll T-10" PRECAST W/ 1 # 5 BAR L2 3'-6" PRECAST W/ 1 #5 BAR L3 4'-0" PRECAST W/ 10 5 BAR L4 4'4' PRECAST W/ 1 #5 BAR L5 514" PRECAST W/ 1 #5 BAR L6 5'-10" PRECAST W/ 1 #5 BAR L7 6'-6" PRECAST W/ 1 #5 BAR L8 T-6" PRECAST W/ 145 BAR L9 9'-4" PRECAST W/ 1 #5 BAR L10 101-6" PRECAST W/ 1 #5 BAR L11 11'.4" PRECAST W/ 1 #5 BAR L12 12'-0" PRECAST W/ 1 #5 BAR L13 13'-4" PRECAST W/ 1 #5 BAR L14 14'-0" PRECAST W/ 1 #5 BAR L15 14'-8" PRESTRESSED W/ 1 #5 BAR L16 15'4" PRESTRESSED W/ 1 #5 BAR L17 17'-V PRESTRESSED W/ 1 #5 BAR L18 19'4" PRESTRESSED W/ 1 #5 BAR L19 21'4" PRESTRESSED W/ 195 BAR L20 22'-0" PRESTRESSED W/ 1 #5 BAR L21 24'-0" PRESTRESSED W/1 #5 BAR IN hl 3 ✓rr— � Z L L wC r R wG i 3„ �,/ 3" nev 1b FiX/Si' CNG� � TS 1/1'k Is / 1*!; `15, A r- 04NCA 0 c f CAeiT C-(ev'Tty e. V�d, r aN I`14-4-op o siz� k ; 03?,% Idj t O CA,-rt o tti ^- tj, r a CONNECTORSCHFn1UF TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT(GROUPED, WORST CASE) SIMPSON CONNECTORS) CONNECTOR(S) UPLIFT DESIGN FASTENERS A01G EACH 440# (1)HETA 20 1810# 10-1OD A02G EACH 663# (1)HETA 20 1810# 10-IOD BO3-603G EACH HANGER BY TRUSS COMPANY HIPJACKS 1 BRG 157# (1)HETA 20 1810# 10 10D 2 BRG NAILED PER TRUSSCOMPANY KING JACK 1 BRG 743# MHETA 20 1810# 111-10D 2 BRG 591# (1)MTS 16 1000# 14-10D VALLEY TRUSSES 48" O.C. 672# (1)MTS 16 10009 14-100 •••---••-•_•-•-••-•••-•-•••••-••••••..••••.......•.....+nzn Dour v,wwmuo. �ncns 1RUSS, COMPANY JOB# 2WAS. TRUSS ENGINEERING DATED 4/20/2015. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. PRODUCT' RFVTF,W AFFTTIAVT P PRODUCT OPENING PRODUCT MANUFACTURER MODEL # APPROVAL # GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE WINDOW -55 •55 MI WINDOWS & 185 S.H. FL# NON 3/16" TAPCON 0 12" O.C. & 2" FROM EACH CORNER: WITH DOORS 15447.4 IMPACT MINIMUM EMBEDMENT &2.5/8"EDGE DISTANCE WINDOW -55 -SS MI WINDOWS & I85 FIXED FL# NON 3116" TAPCON 0 12" O.C, & 3" FROM EACH CORNER: WITH 1.1/4" DOORS 15349.3 IMPACT MINIMUM EMBEDMENT ROOFING ZONE 1.38.2 OWENS CORNING DURATION NOA# N/A�(6)1-1/2" 12 GA. ANNULAR NAILS PER SHINGLE ZONE 2.53.9 11.0919.05 ZONE 3 •101.4 SHUTTERS •55 •7S EASTERN METAL .05 BERTHA NOA# IMPACT '/" X 3" LAG BOLTS @ 12" O.C. WITH 1.3/4" MINIMUM EMBEDMENT 13.0521.15 & 3.1/2" MIN. EDGE DISTANCE TNF CFCI H9RFf1N IC DRn\nncn nnllV Tn mirornx ni io ocvmw .,, I. ----------- - -_- -� �rvn we Ur rMUUU6I]LI]ItU 1-UR IHIS5TRULIURE. 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 CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. ,� SAT.L.IkA rE;,)---r-_�1. T__aym_1 `$'_Ct_y. _ '.L` W__f?QR __ez;RWPl-kI4G "�F1�YleiALL- WIP105 TOP � 2 I.- - ANIT__. JALL._:FJ41S14._OR -1.K_ RTf-PufZ1 S/4" RI G.I-P-=L1}�.L►LA IE2N--lr - _.... . _ _I .I 'C &C,-5LAS-_-4_6IIK(`, M•aN 6MIL, Y15&U Cs"YAPOR 15ARIZIER .OVER KE L MPAG_T h. (7 P15,!", NIt>�1;)!'GL•AN -DT' LTmINou$/..1STATE121'ROOF COATI _'i�OtrRGW_ ANC. SPRL-AJ?_ ._'E�3TIt�1� 11:5 e�AFLS PWT, --SEE rED-UN 2ATLOW SC(-itDTJ.LE.._::_.._._ __I..CENMNE• 'iYFE _ t_tAciULA-TION . t70LVN"S ""S'ZE 12 ro ` - M r-r .- DRIP. o-A J K Z ,P,T, _NAILM 2xG 9,5.G, fASCIA zhFFisY--7lt�i. D--I- AAL _LAY H 1 -M�juGGO f l w)SI-I ON _ ON C , 13LOG1C—_-_ --- �S-"9EfLT- DOWSES L3J/.HOC�iC@'('OP� INcomc, FILLED CELLS �L21+7Ef25 EAGk._SiDE_O.F_ tSPENIW& So-t2!M MAIL �F2 LOOPLAh1 FO2 .CT _FS.•ki=MrNT) . -' FFF#:A, BLOCK COURSE uJ/ i -'CONTI � CONC. FILL - [ETC 6 LKt Kw_IMWALL Wf 5 dnw�L- @4o_& I�ocsD IiQTD StA6- FILL ALL c LS. SOLID W/ e-01iC_-_--- ^�13:1, GRADE' CsACi•,1..G, IZUSS�g .@ 24'1 SJN[P.SQv MT-.Ila'.g. ^Of- OVEmpftAm TO #" F1FIG5I La EACH ItSD JJ_. CQUS�S Wt EAG1I..STRA -^.-D1RDEP- TRUSS C INN�C TO1z by TRUSS C110m PAN SSI t �q t11T.S _3 H\p ROOF SHEATHING NAILING# ZONE INFO. ZONE P1 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 S' X 5' @ HIP AND S' 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 SHAD_ HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. 80 Cot_ , gt tc yr�L�,�cL was fILL ALL CzLL5 Sol tb w(r-4NG� L_ 'i Czsoo Pst, Poi �jbS�In�� t;ONC�- �J1�A� tns� II (�r6�,�r•I>~gW �AJ�w I 6A*X_4 r-,e erV .pc�et'r A-1 m I COMCFFFA! "", a I m AF 7_41.-4 IZJ;p _1 3#c5Po. err e,S PLI e.trq Ga /I X D �T'G.I N sf �nJG U/ 3'S Fes' 4;pr�r J�Q{1 /15' E 41zA/1 S Cr-em t PRTER B. COOK A A - . ACTIC N_. ° - -'=�- !Qr 8-� Z n �Ot1tJ�Is, tQ� (6 - tt \/4 tAL20F �40 PrAW4 PY aan, i'/os�