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Home My WebLink AboutBuilding Plans'lit I 711,E . '1,l`Vu -,, ' S f W r) !_" \me 3p _. __. �•� � �r'�t. .� � ate,, - y d i x To ., „To t €te�W�: € 1W7 _ , - x - 1 llk,,i _ r ! m M k" k S t : 1 5 ,y Y 4 ELIEC:TRICAL LOAD CALCULATIONS STING RESIDENCE . 2321x 3 = 6963VA 2) 20 AMP APPLIANCE CIRCUITS = 3000VA 1) REFRIGERATOR = 1200VA 1) WASHING MACHINE =1500VA 1) DRYER = 5000VA 1) DISHWASHER n 1200VA 1) RANGE',�N' 1) DOUBLE OVEN 1) HOT WATER HEATER 5 0VA = 5000v,'. _-Ak! 1) WELL 3e 0(A) , `Z fi�"d�2�� 1) SPRINLER PUMP 1) ICE MAKE. MISC :..0 ' TOTAL S 3"v':Tl�F ' FIRST 10KVA @ 1C3t3°16 1W00 _. Cain 0 t a REMAINDER @ 40% 1, J4,? � �a��.ui file S) �y . ,p , :, � :�i� 1�4 r i P PROPOSED A/C HEAT O 100% 16 43745 43745 VA = 182 AMPS �3.3IJ17 240 V _ F L P11a1a CO. AB L E _-PROV1 Pe 2.00 AMA' U%,VEXaA0UND SLRVICE l p �. �# iCio�_L • 4 .:,.fry% '� y �'° y _.__..__t4o $CA 0 T& S_ IR171v i 1p, A_C -- PA L LY d'�i�G�i®I� C "�' 1 � �t �' T� M P�`� i'l�04 F 19 w PAv._ a _ . v'A Y::E P :: v,4 A LK W A TO! PLt�, � a jI.MP:il�1+Y 1. 'op�. {�? 1'►3tKI Nam �, i (0 1404 To POST i L,&\ Nit 1 �1 !1 !` M T esig a Certi%c�atiou for Vind 1,o atl Compliance Desian Parameters and Assumptions Used, 1 Florida Budding Code 20_jp and ASCE 7 lC,► 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof height: I 1 ' hoof Pitch: X Cp ' Internal Pressure Coefficient: • i $ _ 4. Width of End Zone:_ 4 � ©_11 ._._ Wind Speed:_ «"_S�_' (3.1a 5. Building Classification Table 1.1. ASCE 7, _K _ k BC 'Table 1604.5 — f• 6. Wind Exposure Classification:— t' Adjustment Factor for Exposure & Height: I •�' 7. Components & Cladding Wind Pressure on Roof Zone 1 N) 4 � 01A 3 'L A PSF +�8 w` 4 8. Components & Cladding Wind Pressure on Wall Zone 4 "�4�Yr , 5 Z PSF NAD W1 NpOWS Ot.2 r- 0"q_5 I ' x 9. Components & Cladding wind .Pressure on Overhead Garage Door �A_PSF lai. Loads: Floor A PSF Roof/dead�_.__PSF Roofltive !0 PSF' 11. Shear Walls Considered for Structure? Yes y� No (if No, attach explanation) 12. Continuous Load Path provided? ''Yes X _ Na (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes.?' No — Cif No, attach explanation) f 14. Minimum Soil Rearing Pressure: ' r+A Presumptive: 3� By Test: PSF' PRODUCT FVI rn E COUNTY C c c OPENINGS, MODEL #t MANUFACTURER ATTACHMENT APPROVAL !#/ PRESS �= IND A S D.M. 300VL IMPACT SIM_ONTON i110 x 214 " I@ 12 O_X a• f ROM EDGE FL# 4191 + /-S0 D-IYlr m PVC SLIDING GI ASS 3ELD WEN It" TT~>V 17" O.C. 2 %" FtBOPA EDGE W/ 1 140A "" C0 '308.04 +/-50 7 IMPACT W MIN. EMBED. 000 _._.._ FIBERGLASS DOOR TRINITY GLASS W TTW 6" O.C. 2 1/2" FROM EDGE W/ FL I i :. +/. 60 ----- -- E MIN. IuMBED. i .: y�k�.�.�"�`.RS �,�TI,O GtlARI7 HtJRRIC.�RNT E�,Bi�;iC �4 " FOtV? Ei�CiE +�1 j 1VMiN NOA M 10-06A7.42 ._,. p�L�C(3y3" EMBED.1 �1 J! i 4EI5'PING6OMS PROVIDE EAR S THE SEAL HEREON 18 PROVIDE ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE.WIND O WITH A NET CLEAR OP NIN THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE F Sty. FT. FOR GROUND FLOOR MANUFACTURER. WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS . Sty. , FOR UPPER FLOORS, OPE IN $H NOT BE LESS N 24'N OR SILLT ORE 44" ABOVE FLO T. _:E_:.::1?�tl�Y._t:.E'.::C...:.:"I'�N T' CJ tJ T W, r , t TO ''E �'— R r x T`� t it _ ..w...�... } _ t�I •--..��1L.t. t«._ Cyy1EE.M Pa rhiE'3��'••S . _p.� .TI.I �s.:._STf2. IIi.Tti.�i±r.Er.�}!+��.'KA_.t �3.,. M� S+ fi C�' i L� C>.. . 5..L i'i7 TO ry }'r�4' `,tc.. ,.....` i I ` . i' E�'».i+, S.. T&U. 1- V. ... .i7 ICr ....F-L .t�...�irt!'R.. U �. i...i,�1- ..7 _... W H D O W t? _ S. S T` SL _-77 V y� 1 8 �� SYi. .'. �0!;� Ax..Ac.,;.�'t':la1"i._12.1�_W. I - . "A " IDSAdl3A t 1N~ r-11.L mT''�..'.� ARE SUBJECT TO ANY O R TIGNS REQUIRED BY FIELD' NS E T I THAT MAY BE NECESSARY IN 0 E T ' r.� �.. RT 1mOtE C Ll. BUILDING D N _ ,,�, ._ _ :A . _........ ,.. PLAN ,l�sa p :. MURT KEPT ON JOB OR .w en:.dm 3Hea++i�.'+Y�a+1 aEb %21,. S "r- Al Pel"& C)r-1 wF S�Ei Spa �� O�.)DM __OE.TE C17 R+w_..t... V111 P HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLAA 4 � a R �f �t 9 9b i s 1 F 12� e 3 1 i �'H i f f Oi )?A-Crol� A/c Ull ICA f'v tj ry 9 � Kz lit tn, c OK 11A LE. LA T4, (WE K pf) K ',5'4 KR � F_ �R, W. 5 4 Z- 4TH t 1°4 Clod �_O;Ismp W100) 1oj NML; I is to AATiE. Wt.. g's (E 2,4 oil WA S lkz� NOTES F T'..N K jtJA 4-P MTSAG ST.", Lt IqA, I LS.. t�TT IWSU-L,, T L L ....... �-!�-._ OL T7 INSUL, 4— D 104WALL F1N.11 ON -40, wslo P. :'s% Vs� I ": w be_ ot>. bx1z' IE s 1-4 ez p p Co L 44 E, DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SAHLL CONFORM WITH SECTION R702.4 OF THE FLORIDE BUILDING RESIDENTIAL CODE. WALL AND CEILING FTNISHES 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. J/1 WAILL HEIG14T STUD qFAJ-R 5WDS SUPPOMM END OF NCq)M J 3 [ING!'H MD AT EACH END Of WADER 10'-0' OR MORL 16* D.C. Cwv6c TRUSSES DOUBLE MP PLAT CRIPPLE STUDS (I 6'-0* HIGH WAW HEADER LDM SPACER O.C. STAGGERED E *51W EACH SM LSrA 11 OR UM HIMMIR SIM RILL LOWN Stun Nom qmpca' le Rpm WTS 16 1 "*'lMW MH STUD SNPSON SP4 OR NALS PIT, BOTTOM PLATE Fr PONT SEAk"IM, F R C, 0 IN, N iE i 0 N D kuCf-UkAL LUMBER TO BE HEM -FIR # 2 GRArfiE`0R Br�_`TFR`k,t] 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,",, TINGS TO BE 2500 P.S.I. MIN. 3. ALL COMPONENTS OF THIS STMUCTURE HAVE BEEN DESIGNED & SELECTED TO MEET THE UURMAIT DESIGN WIND SPEED 170 MPH, C EXPOSURE PER THE FLORIDA BUILDING CODE'1-117010. 4. WINDOW AND DOOR ASSEMBLY CfJM,";'E:ANENTS TO BE CERTIFIED BY MANUFACTURER FOR THE WIND SPEED IGS MPH, 6 EXPOSURE W/ A MINIMUM DESIGN PRESSUkE ac 4I & - 533 PSF 5. FOR METHOD OF ATIACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIDN AFFIDAVIT. *N()T'E: ALL SIMMN STRONG "'.)NTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 HAY C'0ATINIRS�, 0,0 - " "' �� 'I" ER. No R A —7 —1: I 0 77 r D;Z1 LL i� NTO 8ACv. *M. poxV, '� CW, LE L'L,,'-, Fm EA614I CFELL --T Jill �00 LIDA lkolopll 7-- V. IT. -AUA A �A' fi-A WALL c. t Z =7 A MN p":TVAt Nay 4� &Ixe"