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HomeMy WebLinkAboutBuilding Plan`t �,Z/tdTR- pw JII� JI'` Lr ►+ 1 VTR r •`'t L V gHWR• ` �1 � K . f� I N = FILL- D E'A11_L� a tt AS_ YiE14 ....FIZ!0_10, 5 Or _�""FAt3 STUD Tt NA.ILS 4:1 _.. G _C T P I G ON= Pi LL D�7AI k O_i2:�Tlyl S H: STUDS 3G JAM 8 "'r tIYtR RT1 �L Cd95 FL ATE W/ , P, iso 7'S S 241vr, AG %A5 k r-OVNI?ATION L E 4AT' N° ELECTRICAL LOAD CAkLCULATIONS EXISTING RESIDENCE: 2321x 3 = 6963VA 2) 20 AMP APPLIANCE CIRCUITS = 3000VA 1) REFRIGERATOR = 1200VA 1) WASHING MACHINE = 1500VA 1) DRYER = 5000VA s� Design Certification for Wind Load Compliance Design Parameters and Assumptions Used: 1 Florida Building Code 20 10 Edition with 2 Supplemen and ASCE 7=t C> 1) DISHWASHER = �OOVA 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: _ 1) RANGE=12000VA 12L . $1Z R r PA►14rl- g 11 B x C? i $ 3. Mean Roof Height: Roof Pitch:_ Internal Pressure Coefficient:___ 1) DOUBLE OVEN = 8000VA -- 4. Width of End Zone:_ 4ti�pu Wind Speed: VP 5 OPP g-.06) _ 1) HOT WATER HEATER - 6000'/A I� � F1 IU_ 01 NN 1) WELL - 3000VA T r I f a�,0 5. Building Classification Table 1-1. ASCE 7_ FBC Table 1604.5 1) SPRINLER PUMP = 2000VA x / ,r 6. Wind Exposure Classification:_ Adjustment Factor for Exposure & Height: 7V/` 1) ICE MAKER = 1500VAN A NI//� ra MISC = 3000VA _ 7. Components & Cladding Wind Pressure on Roof Zone 1 >l 2 3 PSF �E ✓ TOTAL 54363VA1pj�-T U (� 4 D f; 8. Components & Cladding Wind Pressure on Wall Zone 4 '+ 4 5 -44 ,. PSF �N� 4'� OQ �, f r `' CC?irtD� ►�IOt�RS ►tv to�� 5� ^ yf ``° FIRST 10KVA @ 100% 10000 9. Components & Cladding wind Pressure on Overhead Garage Door P-JA REMAINDER @ 40°{0 17745 10. Loads: Floor ! R PSF RooVdead_�PSF Roofflive 30 PSF s y PROPOSED A/C HEAT @ 100% 16t100--'����'�1 � �' ST�E`L �Lt� 1�T12, P! �� 43745 43745 VA = 182 AMPS 240 V 4.UtJD FF L �Vtwrv. PO LEE: i VI pE 100 AMP i 131"1 C �L!eiR1i! r a� L ITV I C. _ T ScAI FAULT rJaTITE-CTIOIII C e F"TAr_ LE S TH RO IJ H O UT r GF I' Wp I- F:LL_L _17Z T. j 2> 3nx Gig t - ot tS ,, rtGl _mow s"x "><, z'�cn lv�. ► PAV AC POST wj _.__To FLD. $1.N1PSQN LCIEQ- �TVP SI4PSON ASE4-4 V BOT. (4) loa TO POST 11. Shear Walls Considered for Structure? Yes K No (if No, attach explanation) 12. Continuous Load Path provided? Yes i� _ No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes 'A No (if No, attach explanation) F 14. Minimum Soil Bearing Pressure:'`�`� Presumptive: }� By Test: _PSF PRODUCT' REVIEW ..OPENINGS MODEL # MANUFACTURER ATTACHMENT APPROVAL #/ PRESSURES WINDOWS D.H. 300VL IMPACT SIMONTON # 10 X 2 %" @ 12 O.C. 6" FROM EDGE FL# 5419.1 +/-SO DOORS PVC SLIDING GLASS JELD WEN X" ITW 17" O.C. 2'/a" FROM EDGE W/ 1 NOA 10-0308.04 + /-50 IMPACT Y," MIN. EMBED. DOOR FIBERGLASS DOOR TRINITY GLASS W ITW 6" O.C. 21/2" FROM EDGE W/ FL#15129.1 +/- 60 1 W MIN. EMBED SHUTTERS ASTRO GUARD HURRICANE FABRIC 3�" ELCO 3" FROM EDGE W/ NMIN NOA # 10-0607.02 EMBED.1 af," LEI r I�. THE SEAL -HEREON -IS PROVIDE ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE 4� MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS 1. k 21 SILL N i �1 •.i it ! i i g # j ri "t"'t r e•« v i t-. � L.�s.'''', - 1_ . L- ,5 : R = 3 �2'f T t C._ ::i: t�i S tJ L.:T t C2 N TO P111_Y._I;L?p . T:# i '2.:__ �XT {Z101Z_ IDLK, WAWl5 TO F+AV:E �4":t�►GCD ::.IUS1 L/�TI t`.l ,F� __ _._�tZ►I::fit t3.` :-ir�1.,�1;.I ._:_:__ __L1 _ . [2.-nl t_�s,_ __ �' ..FlJ 1�R.t N G (F Z4 "IM (, R = To 4AVE K-19 FJ5SIZGLAS i27 TT 1*i ULAT-10t4 ��`ft Tt.? nC LUM55 _ © 6E HF-M-FI fit # Z It TT�P, wr 1pC�o_p,5 1� 101 :. C II3EtZ STRESS 5s . CONC,__SL-A TQ RE. .'Z.SF.0. P, S,-.1. -- : ALL: C©M PQ N Et1:TS a1= Tt}:1 :5TIZ .U_C T'_U F E 4A_V 1: 1bE1;; N ::PES 1 G'N'E C% _ - S E::LSCM D 70 W ITH STAm D _"TI4.S- ..V41HD .F01k_.XS r<TaLU1_9,S1� $�: '�:�.� � L,O:�.t:1�r 13U1L;(J.1I�1C�__60_Pt' -SOID EDI-710_N_l 7�: ,W1Nt7DYet 4 V00R ASSEMSLY CC NI PONEN`i"5 TO tzl='CFZT.I.Pt_rQ P3`� MA,NUF, FOR W,tNV F:ORCrz ,FRtS"'�U:P. �774., �,544, 2010 SUIYtq.9.'. �OIZ AT.TAC14MVISl.Z_ ?1+_ �' 11 &,* WI:NQOWS kr._1!Pl<apucy 121 mA AFFI G`Rrvir IMPACT t�,% wa wlo L., __G_L. i w 6L14 S S FA"ntlr L "v- CJET. �RA►_M� O THESE PLUS AND PROPOSED WORK Z IN-1"1LL mT• I ARE 1lBIECT TO ANY RREC :D TA.1 _L5 �911UIR BY I LA IN I R AT MAY E RY I ORDER T 1 CALGULP�T!C��_ ��J'Z IL 10/ !/)2 t s UlAT10 _J 1 l to _Q - A_T_s_k4_t_l�l>r'i II OICATE"S = X 1 S•t' i t fa 666, WAS L L •'".•• � =?`D _1��MA1 N � TM5_0LS N ram. LL t_IN • F ILL'S o sp SMbM DETECTOR SD�M-DX,97-_.. CARBON -MONO i17� � ri ? -CTD I�._r_ a S E A _.. 'G.?a Z a........ i ' J N THEREa PANS HARE, BEEN IPERMIT 1 LAT1E. ► 1 I/2' _ OpeTD P PO I ELECTRICAL LOAD CALCULATIONS EMSTING RESIDENCE: 2321x 3 = 6963VA 2) 20 AMP APPLIANCE CIRCUITS = 3000VA 1) REFRIGERATOR = 120(YVA 1) WASHING MACHINE = 1500VA 1) DRYER = 5000VA 1) DISH'WASHER = 1200VA --rz�•-13iz izr PANEL. 1) RANGE =12000VA 1) DOUBLE OVEN = 8000VA W--A - 1) HOT WATER HEATER = 6000VA _ ;� C G Tt 1]�1_ - 1 'Cad NN I 1) WELL = 3000VA �I lG p_�Z p 1.0 1) SPRINLER PUMP = 2000VA 1) ICE MAKER = 1500VA MISC = 3000VA � Z�`FIRST TOTAL 54363VA 10KVA @ 100% 10000 :GRt?UNU?f1('11ItEi`l IZOPj REMAINDER @ 40% 17745 j?.I ,, 5•j' j„ GCSL.p i, Tlz- F I PE PROPOSED A/C HEAT @ 100% 16000 43745 9115 VA = 182 AMPS 240 V 0U1J P 6bLEP4L 2C�C? AMP AA --PR0V IV I v9 ARC - FA UL7 PRO79-r-710N 4 rAM-POR, pno0F 1::�ECIFF"TACLES THR406HOs1-T Design Certification for 1Vind Load Compliance Design Parameters and Assumptions Used: 1 Florida Building Code 20 10 Edition with 21 and ASCE 7 t C� 2. Building Design is. Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height: Ill Roof Pitch: $ x {'' ' Internal Pressure Coefficient: I 4. Width of End Zone: 41, pa Wind Speed: VP 5 (3 5. Building Classification Table 1-1. ASCE 7 � FBC Table 1604.5 6. Wind Exposure Classification: t' Adjustment Factor for Exposure & Height: 1.21 7. Components & Cladding Wind Pressure on Roof Zone 1 N jA 2 N/A 3 A PSF (Fyl&') + a `14 D a wt t. WOWS OR 8. Components & Cladding Wind Pressure on Wall Zone 4 , a 5 -54G ,D PSF �N 000ILs IN Z©N E T) 9. Components & Cladding wind Pressure on Overhead Garage Door N R PSF 10. Loads: Floor P R PSF Roof/dead�_PSF Roof/live 3 D _PSF 11. Shear Walls Considered for Structure? Yes X No (if No, attach explanation) 12. Continuous Load Path provided? Yes Y- No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes )' No _ (if No, attach explanation) F 14. Minimum Soil Bearing Pressure: 2 Presumptive: X By Test: PSF PRODUCT' REVIEW OPENINGS MODEL # MANUFACTURER ATTACHMENT APPROVAL #/ PRESSURES WINDOWS D.H. 300VL IMPACT SIMONTON # 10 X 2 %" @t 12 O.C. 6" FROM EDGE FL# 5419.1 +/-50 DOORS PVC SLIDING GLASS IMPACT JELD WEN '/s" ITW 17" O.C. 2 K" FROM EDGE W/ 1 " MIN. EMBED. NOA 10-0308.04 + /.50 DOOR FIBERGLASS DOOR TRINITY GLASS %0 ITW 6" O.C. 21/2" FROM EDGE W/ 1 %" MIN. EMBED. FL#15129.1 +/. 60 SHUTTERS ASTRO GUARD HURRICANE FABRIC X" ELCO 3" FROM EDGE W/ NMIN EMBED.1'�" NOA # 10-0607.02 THE SEAL HEREON IS PROVIDE ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. 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 i :0_ .:1 7_T _C:. _ �r .�::tLL.A_TI O NuT T:P 1'.15:C17,G_:L A ��:_ ...15ATr.S..'r . XTEIt1C,17.,:_ �A�LLS To.. RAVE _ 3�4" [��t�t:D _�t��s�'tZ4Y FOAM _1NSULAT'iON 1!Z►I:a �°� c�"C 11 1, R " 5 .4 _._. ................. A me ::w � c t.�:::: 7T0 :_�:A,VF.: 5P, k- A P:�7�► Ma 1 N S U L. �I T I O N :�: C�, - (°I ST2i1CTU12AL:: I.1JM>3C1�_TO 5E HCM-FI fit. 'Z DR ZETT1:R W/ 1000 p,S� it 1004. r-)5E7F.' STRESS _. .......... :C0r4C. SLAP :: "t'Q�C-'Z.S&WQJ ::P_S, .1: MI:N.• :_ ... _:: _ ._ _::: ......... . ____.... w� 1C:T L? .:5:7 i,��. 2._ _ __ -- .� 1_ S'T 1 t4 h' A T I O _ ALL .CdM PbNE11TS 0:t= T }tS S`I`(Z UL:TUIZE f-4aVIG_: PEEN .PE51 GN:E D. 5E_LECT`Ir:C3 T'0 h11TNSTAh1D C3N w 1R k'_' LAT.}# :_ _Q.N N D F 0t�,CE6 USLU I:TMfiI`3" Ei�{ N 'I. L�,Yiz Yt�i of . 15 _ C - :hh11.i :: E7R .:IN I N C? FORCE :PR Iw R ES 3t u: it �i-. _ 1N 1.111J0 hl _ COQR A S S EM t3L C(7NtPU-Nfri�`c'S To_ bE ERTt 1".f.. PAY Nt F tl _ PFI t7 tT :: � ._ O.O_. � 01 T10. - . - �O R. _AT' A;C. _. 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QT o 6 ' A - L - rR % ,/ L- L AlG 100A. ?ANK- L,AAt2L Up U K1T _ - q t EGT, Mr-pIG• jAtiEaP At4u 1 ATTIC JqP _ a :XITING NUN•-�EAf�1. _N STALL` -To bE KEN10VCP _ t PA'TC14' CxW4, SLAB LSYI:L - 1 W/ A i? JAC E Ll T S L A !32 1 ¢ foE _ 7 tZfi7 :::120OM 4. bi- POL.J7 GFI�wP (3)30)e wC, ORS, w _. i Ftto STG t7 GL , PANC 5 5 (i _._ki�S.�.PAH \� I �D p wt. o Iz , Avp Iv, � o�Mx�-rtor� ?A , ROOM `' � \ Aa Q�., _ � _o , ..a • O _L1.G tNp tcAT" A , ;r, e,I- r-o L.oLA EX t ST t W G 666, WALL t- - i EDi l MAfiT� � Er9 Oo _ - 1 v 11 k`o t� `C:1`�:&0_L S OfN(P-�-'`� tea.: ZAttS REMAt W ► u t J ' - t _ . 2 _ sD S moKIE oeT94 O R \ / D GF i wp _ ,, _ _. - . �►l � -��35 _S,�}- _ _.._... 35 5,1� ._ -_-- 3.b �. }t t�:Q:K.,1�'_._ .:..Cd,l�13p N 1c te E'SS _ t L EC,T. METH __FA f4 ELt�ET, lE : _ ht,`I, Itsl- r-I'LL mT' a 1 L ._i t_ r. � � �2)3tli13cRGL 'fir___-_- _.Ei� Z.4"><Z.4"zIZ"GONG PADGl`t�WP.:�'Lr) �rS.N \VAT W-r. j TAtH PGt T We --To FLD__-LTS._ S t r91'3l�1S1 _ LC� +_ 0 JV P ..�Sa 1'b.�Kt N.G � a SI1•1pS�ON A6S444 V 867, JtVit(L) tod to posT it z Q ry l.11 v J i, L TH?tEE" A/c OD A4 pjy( ) 0W ANY ()Rpp,.n ARK kkf M�, SARYIN "" 817AT 41 o-il fv La %J C� SHEEN' 1 IEET OF T I+AE'E mj�-f —r- 4 2__LAl9:_pl5L._ 1-5 m-T I E R. St�EaTN tam _.LSTUP W110,P) 10J NA1L5 x l/b WA S#C0. I rN, GRADE T I NOTES ........... IG Af c Loc.Y- worILL _I EF GL. A -GATT RI 14-A LL F, -.S'TLS W[61ft_ MAX, iapWrs-E . _ , ". 1 ­1 1.- - z—^A':tFI0EFZMS-SH ,00 R.53401 pp1 ra, OVER tKI STI N Co SLAM �C7_STI NO -r-0-Ut4DATION) L L DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SAULL CONFORM WITH SECTION R702.4 OF THE FLORIDE 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 GRigATER 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 HAIVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. MAXIMUM HEADER SPAN WALL HEIGHT STUD SRA_CING', i 7F7__'__2 2 — I OF K STUOS SUPPORYING END OF HEADER 10'--0* OR LESS 16, D.C. 2 2 3 24v S?UD AT EACH END OF HEADER 10'-0* OR MORE 16, O.C. 2 2 3 4 floor TT COUBLE TOP PLAT CRJPPtE STUDS (F 8'---C' HIGH W)Vl-'z HEADER (DOUBLE SPACER GLUED AN O.C. STAGGERED E STRAP EACH SW LSTA 18 OR WITS HEADER STUDS RILL LENGTH STU( NOTE.- SIMPSON 1E REPLACE MTS 15 STRAP EACH STUD SIMPSON SP4 OR MLS P.T. BOTTOM PLATI _"ER' CONNECTIO' DETAIL POINT BLEARING HEA 1_j LI N.T.S. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER W171-1 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO MEET THE ULTIMATE DESIGN WIND SPEED 170 MPH, C EXPOSURE PER THE FLORIDA BUILDING CODE 2010. 4. WINDOW AND I)OOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURE 11 FOR THE ULTIMATE DESIGN WIND SPEED 165 MPH, B EXPOSURE W/ A MINIMUM DESIGN PRESSURE OF 4q, I &- 533 PSF 5. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEEATTACHED PROD(J'Cr, REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -T ' 'E PF,,Or)UCTS IN CONTACT WITH TRLUMBER;,.D LUMBER; SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. OUT . fFAC,E___0A- _IP.144C-WT bLVCW.. CELLS -IRr- T q_T_VT-,t, I M Ca. tH ltg. ARM: y ::=J,LLA0" INTO P_XG,,IbM. S" FOX I _M- Vti L' C-'- .K bJkLL 1EAC4 Cr-LL *.S."Vatj -'rLs IV FF, LA P Ov [L-L 4e11-1 To r_xG" zz ZZ -146� SLAZ t Fo0tJ'CIATtON V1 DETA L 3/4 7.1119 V- 10 In If g7 -9-1.5--c-rR ICA L L At I K_ co hl 0. ES 210-D R WA T'l 0 $4 s LA N S r- R _-A SOL'o- Y 1015'ftz wro LATIO k 10 ej C) flA z Q _j V) I PETER H. COOK