Loading...
HomeMy WebLinkAboutPLANSSTRUCTURAL NOTES: • 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER W1TH1000 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" BEAMS 11/2" COLUMNS 11/2" 5. 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, i ✓. L I i 14EFw I t:Ki S'f"CLTr; 97 H r I] t �� I oil- ,rkI K6Vd' III va;�s, ���nT�� q�1rTir�...�TRi1�rH1 >o .�71.1 - .5A-VEQUArE r-PRAIMAGQ,OWNE& ro MoYirs STEPFtNG'r ;.�R-PA -y 2j2X12 am. elm, tt-4--COL-L M. 11 N G/P LA ( N 14":�- I 10 '2�o t M Certification for Design Load ComoUnce 1. DESIGN CODE: Florida gyp} code 2010 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed _ Partially Enclosed _ Open Building 3. Risk Category: _I i II _III _IV Exposure Category: _B XC _ D 4. Design Wind Velocity 1W mph ASD _ LRFD End Zone Width _ft. 5. Mean Roof Height: 13 ft. Roof Pitch: to :12 Parapet_ ft, 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ —30' MRH(mnt ate) Zone 1: -50•SZone 2:-74.1 Zone 3:-1� Zone 4 -(-1 '7 Zone 5:'`7,OGarage door: P- A 7. Design Loads: Floor: 15 PSF Roof/Dead: 157PSF Roof/Live 30 PSF Balcony: _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. 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: 200 PSF Soil boring Test required _Yes JLNo (based upon section 1803.2 exception) 0 —I-7Z7; T 13u rl: a �4onlrlott o' I v IT Sou F=L E, I� 6 r O u 4, ��I Q�t (2) 2¢ you Lx T+usa(C4,UH3zza) _ w I M PAG cLess k 18 411Gt; -e> P�7• woD9 Po.T w __AT�U¢fo �IXEP .L.t E TkA4JS®L+I r TO5T _U_S_E.s._ACC 4 MAY posr cAP F Z)- ---- � cJ 3-4" It4 L !o" I 0 nl TUP < (FI by OWN N art `¢ 24zL !I•c. p2, - -' 3Jlip I 4Oq MA75 tE BATH Mtl, o�. —I z_ �3£ —I— I LQ61 SECTION M l2RO � _ y9 -_OFF IC bl• .GLC7 <L ^0 q ; 4„ o 'j� ri DESKi� I - 4 . o II _ td v td vloVNGw 0 FLo 2 / R 1�E... - i�. P G hoc(a f ST — J - W T /� m 8 / , _1 VTD� /A�Bu to 8A5E4 / 3 >r �' ,' I C 6 X F T C P C �D OPtt' ; 6r-•OC I ex! r W & BEA To MID fOI NT Ca G, _._ ,` (rosfv >3 kwr, Di NEB' 1%AM f � , 1 A to. SLA _5-CT1 N [1 o�I�GUTOPEAIL.NG' l- V4 A1EW OdrR 0CAT b 1?014 >;. NC. ODD IN - PACT dPL- Et-5s - --- 6 MS 8 P, O b A-T f cowT,, bo T, W 004 bO T, CAtJ D - :014T, MIL-, V_f5au,m ..--VAPOR F.>bRRICTL 1�fiiV,)`C.LE'AN(T>;RMI?E TiZI�4TED FILL, rw ere 1411=o L ®® R PLAN o 1/+ %I= I o t. i -::I2 4. 50 - F T, A P D 1 T t o t,4 SCANNED BY St. Lucie County FILE Copy mpmIr: '0/1014 dG 18%� KAaJ P-F-V, -11 -`-' T �V PUTER. s. COOK Eu Mt Dnnn1 I!T QCVIc1A/ ACcInAVIT PRODUCT OPENING DESIGN PRODUCT DESIGN MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES PRESSURES TYPE (WORST CASE) METAL ZONE 1.50.8 .108.5 @ 12" GULF COAST 26 GA. SV FL# N/A #9.15 X 1.1/2" WITH 24 GAUGE HEAD @ 12" O.C. MAIN FIELD & 6" ROOFING ZONE 2-76.9 O.G. SUPPLY CRIMP 11651.12 O.C. PERIMETER ZONE 3 .130.7 -156.5 @ V O.C. SIDING ZONE 4.61.7 -66.3 GAF WEATHERSIDE FL# N/A USE A MINIMUM OF (5)12 GA. 1.75" LONG RING SHANK NAILS PER ZONE 5.67 14822.1 SHINGLE WINDOW -61.7 -70 MARVIN CUDH 3028 FL# IMPACT #8 X 1.1/2" STEEL METAL SCREWS @ EACH HOLE WITH A MINIMUM WINDOWS& 4765.10 OF TWO CUPS PER SIDE DOORS DOORS -61.7 +/-65 PLASTPRO SERIES O FL# N/A Y." TAPCONS @ 14" O.C. & V O.C. FROM EACH CORNER WITH 1.1/4" FIBERGLASS 15219.9 MINIMUM EMBEDMENT & 2.1/2" EDGE CLEARANCE -70 MARVIN CUDH 2O16 FL# IMPACT #8 X 2.1/2" SCREWS @ 1S" MAX & 6" MAX FROM EACH CORNER: WINDOW .67.7 WINDOWS & 4765.7 WITH 1.1/4" MINIMUM EMBEDMENT DOORS WINDOW -67.7 -75 MARVIN ALUMINUM NOA# IMPACT # SO WOOD SCREW @ 12" MAX O.C. & 6" MAX FROM EACH CORNER WINDOWS& CLADWOOD 12.0620.13 WITH 1.1/4" MINIMUM EMBEDMENT DOORS FIXED WINDOW THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR KLVILW AND MVKUVAL,uK WE yr rRC'Di .m US. ED.____._ 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. ALL - Z C7110 N 7 loll r M 5 aA 0 Wi4.0 fJ Ps£-�4Ni W4t-(, -MAX _P-X.T. wfi-h r4i -To-S POT 4TL 5"C 1P (looj6d / T e° I!-0r2t45'!Z epnSDIT, - POC�C}1 r, WDOV PDT �- N--- Gz OsL�ASE ICT rig-SU-5- (2)If�l to PFJsr._ .. - _ IXTST' s 61 V=.IaLN=T.-L-Lat-F I IN 5 F} a�EfS 1 '�I�S-ON _ JA-Ts Ij� STRAP p T .. w��1 4) 10T-1 2 S�IdI u: - OP (S n TOZ �x I E 3 d1a) , wAIL8 I� MAXIMUM HEADER SPAN 9'-0' i S2'-G' IIS'-0' , WALL HEIGHT STUD SPADING z 2 2 C' REASFR sxS SLI"P"4- " ff 1q'-0' OR 1r5S 46' C.C. 2 2 3 3 ,S 3 r If C- AII! Le4GM SM AT EACH ENO OF HEADER W-0' 0R 40fr. :S' L.C. i 2 2 3 4 z k Y4 4 ' =ACE=R bD'JH:i 2` % 12-W/ 1/T' P LYri ' I SPACER COD Ak4 V: �:: WJFF7 D1AlIS @ 8 S OT,. Sh;3au 901- SIDES) AS 0 S!tf?5,^tt I 11 IT 1U -t1 ;_cI:A iE Oft RIS iL WIT F4-i-0D MI5 LSFA' t 5R MfR- fI i HE4iEH STUDS FU1 LMGM SNDS Jj 3 i WjIE- SIYDMR 18' FIAT STRAP rA;Y RI „CE if' +F OR EMI& AT HWR9 NLY It ! 5?F° £ACY SR.r FS R_0U1RED#'^I gy p, c04 3R SP3 WTH 5-10d k f t!2- I I iIi1 1�11 =O;NT BEARING HEADER COMNEUMN DFAIL f awNtrcr Rk r T ks "M �(Du)lO�c��R Jl/Z�v h1A(L5 asP>a __S1wtATHjNG - WA)L ER i A1LtFl"G ZO_N��xF - 12 E X G 14, FAN PICA 5 T P TH - w c �Tu-n S GJ Ito" _Tt-t9 FIwERG �sS SkTT ( SULA'i10 2x L-..P..1', B11 G_ rM E4"oa Sim _ 1J/_I/2t'� ANC 111 5 PTa 7l t tz TS 5-Vbl-o _taTflF'AC_TCD-- trILL- _ I 1617uMIi4ou _ zaA:T.i3J is NATURAL GRADE --MA-0gTAIN A'" MIA'tMUM_CO"'A"_GE -� ... telarc�t El iSTiW OK} T-ASCIA �1z[z-tC�=E1BE2 c� �h4T ��SIlli:la��X� "t32'e.cDX 5 6 t"VD MAGI+ S �T S CON'T. q4 CONC. � d i 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 LENM, W/8d RING SHANK @ 4" O.0 PERIMETER & 6" 0_C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMEI ER & 4" O.C. FIELD TES- 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. 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 EXCEEDING 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLACK INSULATION SHALL HAVE A PLANE SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN- SUBJECT_ TO DAMAG K FnOM GROUND SEISMIC - WINTER ICE BARRIER AIR MEAN SNOW Speed° Topogrephlo DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD mph) effectsk (NA CATEGORY' Wsntherin' d1%h° 7ermlt00 TEMPO REOUIPED' HAZARDS9 INDEX' TEMPI NA See Fig. R301.2(4) NA Negligible NA Very NA NA NA -_-- Heavy_�- v, P, W" E �FPHCAL UO D CALCULATKO S 958 SQ. FEET @ 3 VA 2874 VA . 224 ADDITION @ 3 VA 672 VA 2 APPLIANCE CIRCUITS 30M VA 1 DRYER 5000 VA 1 LAUNDRY 1500 VA 1 REFRIGERATOR 1200 VA 1 SOLAR W/H BACKUP 2000VA 1 MISC 2000 VA SUBTOTAL 18246 VA FIRST 1D.000-VA 0- 1004E 10,000 VA REMAIND€R@ 40% 3,299 VA A/C & HEAT SYSTEMS 7.200 VA TOTAL 20,499 VA � Z0.499 < 240 86 AMPS T. 1STC1G / Le-J ELGTi VAIle AI�L� IIIICAL y 11 ��ti11�t G?_1:.LPL._T�__ l�f� _2 Jnl._�t.TtGUtiTs TO SPAR;Z -- �+T{0�/t>��g�QC=��VL'1` �-tArt�-.�Kt1�-T�1�{2TF�'�� rCLEC1rPT7.��1L�� 7HKovGt-?UU(', hL - RV14I'f . I ojw1+ Q2�13/15�+' Ip 11 11 ...,,,JJJLLL A ® � O J t- JLLI► N � a I I i III B. COOK en A o a � a J 6 tz ¢i•� �cva In T `�yyy h J n A C SHEET STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER W1TH1000 P.S.I. MIN, FIBER STRESS VALUE, 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN, 3. REINFORCING STEEL SHAD- BE GRADE 60 OR BETTER WITH 30" 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 5TRUCIURE 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 W 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. 0 W. �`Jti 1 II' F, ; RF w" 11 Certification for Design Load Compliance 1. DESIGN CODE: Florida 1&&QgSMAI code 2010 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed _ Partially Enclosed_ Open Building 3. Risk Category: _I %II _III _IV Exposure Category: _B XC _ D 4. Design Wind Velocity 145' mph _ ASD _ LRFD End Zone Width Eft. 5. Mean Roof Height: _11 ft, Roof Pitch: L :12 Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ _30' MRH(w-r ca-) Zone 1: -5DSZone 2:-?6•`� Zone 3r13A1 Zone 4 -41 •-T Zone 5:-670Garage door: W A 7. Design Loads: Floor: 35 PSF Roof/Dead: 15' PSF Roof /Live SO PSF Balcony: _PSF Dock: _.PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. 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: 2W49 PSF Soil boring Test required _Yes X No (based upon section 1803.2 exception) �J -MOW i FAAq►. �1 _ I�MIN ��.. �- - :! ' j �` • " i.. A -.- �'^:`�tMMI� IIIII ,. I .r. 1 � r � _ ;--�,^^.,..r.._ �� r u e - i % Z Jr14 r c r • r. i .ee� „ © .. low h l]�7 r u � tl• r n i � _.� II � 1i i i LAN wov WP W T NG, D PLo 2 / G ir0 OYf U K bT r9O 5 5 — h 1_0 T1 N to. it 0C&x t 12"V, CONC. SPREZL FT6, If 2 115 CON'f,1be) T- 8-_i '�a.,_�_ ,:C DF. GoK4...P.A-V.-_4� _°�-* TA, tvA`(, t+0T1 CONI® -� --uv Sta-k :I2."j;F,_-C."C1 PAD w .3 #S FA wAc SOr f �3 i�iFfTC1LgrtOPfP RT 1 10N a. SP,rm 3LIFFOrZT 41lpl5k'RM.CSt4 cows. SLA_6_ ot,L fa. M1L 1�!_StALSEEN VAPIJR PzLTL�ftr6Z -E �-"j S( �Crpz. WELL COMPACTC.O (2.5'0®.p%,ss,t=,, I-0 )jCLVAN1-r5F MITE TRISATE"P FILL I&rf—D-sCC c,Fly/ U 1 V� 1 ON PLA ! '�*{ o 1411c 1�611 KPYA IT: IO/So114 Q 2/13 f 15 RAP F FJ. Q i�2fj�1� i i i k� 11 4� 1011 4P 411 11 1 PETER R.COON p sr 1��..f'.1 WOdfl ►'o�.T- W--�BL)¢lo SSG_ ` ABC G MaX o CAI 1C, s, I 1J Uj SECTIOtJ 0 1 (z I- f✓s1IJS j 'w 1 c, SrOn•p W; .r DF..I AM a KEF OV, kv LT / _ P t Di; 1C BP Co C GT Q SE t ¢ t i EX 1 1 W&/tWA TO M 1D foi NT x / — ro!V 8t/b G of NEw ft#M rGLLT OPENItNcy 10 Vii7 NEk/ rCC q J I?OtP: - _Nls-. DGTJ I N - U PlsGT GL ,s XG,E C11 . A II THrS LANS NT) ALL PROPOSED a " REU9JEC 1'0 ANY CfiRRECTIc N EO, RED; A9Y ICLD INSPECTORS T BE NE ESSARY IN 0f,T CR T OMP'YWITI I LL APPLICASLE CO ; T EA1ED FASTEPaERS OR ATTACHMENT: 24_ 5G. FT- A D D I T t a N A E IfflWIEILPOFTHE - s� A �XVRIMV RECORD sTLue ro RfJILDINCDLVISION ruPl ACTOROr UIEVIF VE1)FORCONf NC$ Ri IEWED BY 5 DATE SCANNED 2�`� PLANS A.ND P RMf1' Mu ' BI E KEPT ON JOB BY OR NO INSPECTION WILL BE MADE. St. Lucie County to RECEIVCD .IUL 272015 ly la-o39•s � i2eYlS�D� PRODUCT OPENING DESIGN PRODUCT DESIGN MANUFACTUREF MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES PRESSURES TYPE (WORST CASE) METAL ZONE 1-S0.8 -108.S @ 12" O.C. GULF COAST 26 GA. SV CRIMP FL# N/A #94S X 1-1/2" WITH 24 GAUGE HEAD @ 12" O.C. MAIN FIELD & 6" ROOFING ZONE 2.76.9 -1S6.5 @ 6" O.C. SUPPLY 11651.12 O.C. PERIMETER ZONE 3.130.7 SIDING ZONE 4.61.7 -66.3 GAF WEATHERSIDE FL# N/A USE A MINIMUM OF (5)12 GA. 1.75" LONG RING SHANK NAILS PER ZONE 5.67 14822.1 SHINGLE WINDOW -61.7 -65 MARVIN CUDH 3028 FL# IMPACT #8 X 2.1/2" SCREWS @ 15" MAX & 6" MAX FROM EACH CORNER: WINDOWS & 4765.9 WITH 1.1/4" MINIMUM EMBEDMENT & 1" EDGE DISTANCE DOORS DOORS -61.7 -6S PLASTPRO SERIES O FL# N/A 16" TAPCONS @ 14" O.C. & 6" O.C. FROM EACH CORNER WITH 1.1/4" FIBERGLASS 15219.9 MINIMUM EMBEDMENT & 2.1/2" EDGE CLEARANCE WINDOW -61.7 -65 MARVIN CUDH2O16 FL# IMPACT #8X 1.1/4"PAN HEAD SCREWS @ 4" MAX: WITH 1.1/4"MINIMUM WINDOWS& 4765.4 EMBEDMENT DOORS WINDOW -67.7 -75 MARVIN ALUMINUM NOA# IMPACT #10 WOOD SCREW @12"MAX O.C.&6" MAX FROM EACH CORNER WINDOWS& CLAD WOOD 12-0620.13 WITH 1-1/4" MINIMUM EMBEDMENT DOORS FIXED WINDOW WINDOW -61.7 .65 MARVIN ITDH 4268 FL# IMPACT #8 X 1.1/4" PAN HEAD SCREWS @ 4" MAX: WITH 1.1/4" MINIMUM WINDOWS& 10257.3 EMBEDMENT DOORS WINDOW -61.7 -65 MARVIN TRANSOM FL# 10188.1 IMPACT #7 X.625 WOOD SCREWS @ 4" MAX, 6-MAX FROM EACH CORNER: WINDOWS & WITH 1-1/4" MINIMUM EMBEDMENT DOORS E*4 RAM (Tcf)jG(10)1.3 O 5M(10cl / ZO PoST e4 e_oR*4v-p_ cpNDdT. �tt2 i >r1D. F�NIr AT1'Uf 0 1!Sli ALL . S E_.._ 110N MAXIMUM HEADER SPAN V-0" 1 5 -0- ; V-0- 1 12--G I 75-0' POINT BEARItiv HEADER COVIIEC110N DETAIL aT.s. -= _rolJlasror xA fTE' .S 70 MS-IN45_'_Z__W1 �(6) t0J R II/2rF NAILS fuly cc. Cs. ROOF SHIEATHXNG NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETCR & 6" D.C. FIELD, 70NE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X TO HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES, 19132" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT -COMPLYING W/ ASTM D226. 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 WTTH 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 A301.2(1) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FAOM SNOW Speed TO o raphi0 DESIGN WINTER ICE BARRIER AIR MEAN P p 9 Froat Iine DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph effectek(NA) CATEGORY' Weathering' tlepth°_- Termite° TEMP• REQUTAED" HAZARDSe INDEX' TEMPI NA See Pill. R301.2(4) NA Negligible NA Vey NA NA NA A EL,ECTP' -0,L LOAD CALCULAMN5 958 SQ. FEET @ 3 VA 2874 VA 224 ADDITION @ 3 VA 672 VA 2 APPLIANCE CtRCUtTS 3000 VA 1 DRYER 5000 VA 1 LAUNDRY 1500 VA 1 REFRIGERATOR 1200 VA ` 1 SOLAR W/H BACKUP 2000 VA 1 MISC 2000 VA SUBTOTAL 18246 VA FIRST 14D.DMVA !� 100% 10,000 VA R REMAINDER.@ 40% 3,299 VA A/C & HEAT SYSTEMS 7.200 VA TOTAL 20,499 vA ' F 1��i��■ .[ 47�5�a:/s i rJ141'r 1. . .l i