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HomeMy WebLinkAbout08-8353 (2) 81-9 FLOOR PLAN 2X4 SMB 2X6 17'-6" r r PARK MODEL , 2X9 J 2X4 SMB 14 X 36 T 1 , rr 9 1L LJ C DC 2X4 SMB 2X1O �•, © q 0 © S SO RAGE ____ $\HVAC HVAC Q -------•---. OPEN PATIO COVER T - 12X36 T ROOM ADDITION flI WOOD - s WINDOWS - 52" X 48" El FRAME 2X4 SMB 3'-5"-}-- 52" - -3'-5"-, 2X6 W/POST 12, 2X9 W/O POST 7' 36' 17'-6" vl SIDE ELEVATION 3" COMPOSITE PANEL ROOF FL 2291 3X3 POSTS OPEN 0__J __________ __WOOD DECK EXISTING CONCRETE SLAP 7' 36' 17'_6" 3' 68'-6" wt.CJ .' -P��• PAL&C�� P�1*LLL c (jLI/La 3442`AQUAMARBINEYWAY uIND ZONE I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED THIS t! . II . V.LLiz, EMERALD P0INTE RV PARK 120 MPH PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-02 AND / 9909 Watta.itasi V . 6440 Tit 7'd, Zed ZEPHYRHILLS, FL. 33542 FLORIDA BUILDING CODE, 2004 EDITION, AND ALL UPDATES AND x Dade. ClEff, TL. 33525 jWzkyprkULL.4., 971. 33542 ROOM ADDITION, PATIO COVER, SHEET REVISIONS THROUGH THE 2006 SUPPLEMENTS. o V SHED AND ROOFOVER D.W. SMITH, P.E. # 53608 1 (352) 521-0865 �ia_c (352) 521-0867 DESIGN/DRAWN DATE TL. R.e. �1e-�&e. #: 53608 cs'izLa�ute. [� (813) 788-5314 09/19/08 1 OF 2 FRONT ELEVATION BUILT-UP ROOFOVER urn T __ OVER PARK MODEL ------ --------- ---• -------------------- •--•--. .t -------------WOOD DECK----•------------ ----------- t---------•----•----., 14' 12' BACK ELEVATION 3"X3" POSTS - tEiL ______ (N CONCRETE SLAB 13' 13' A� (352) /, . L PQ&e+�� a s�mL*f V�IILC� 3442LAQUAMARBNEYV u 1ND ZONE I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED THISVKLtk� //Z,�cr�, P.e. AY120 MPH PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-02 AND EMERALD POINTE RV PARK9909 WQL IL-itu i ri. 642/0 Soft ALg_ Zamd ZEPHYRHILLS, FL. 33542 FLORIDA BUILDING CODE, 2004 EDITION, AND ALL UPDATES ANDVada City, EL. 33525 JLL3, JAL. 335 2 ROOM ADDITION, PATIO COVER, SHEET REVISIONS THROUGH THE 2006 SUPPLEMENTS. 521-086$ SHEDANDROOFOVER D.W. SMITH, P.E. # 53608jux (352) 521-0867 !TL. Pe. Xteme t.-C #: 53608 cf xaiuic [Vale (813) 788-5314 T3DESIGN/DRAUN DATE �'iic l7alc^c 09/19/08 2 OF 2 ' ALUM RISER PANEL ALUM RISER PANEL ALUM RISER PANEL ENGINEER'S NOTES: SiZE DEPENDENT ON SPAN SIZE DEPENDENT ON SPAN SILE DEPENDENT ON SPAN ' ALUM RISER PANEL \SEE SPAN CHART \ /SEE SPAN CHART \ /SEE SPAN CHART \ SIZE DEPENDENT ON SPAN/ FASTEN v/ (5) #]0x3/4' \ / FASTEN V/ (5) #10x3/4' , FASTEN V/ (5) bICx3/4' -SEE SPAN CHART �4'x D30' COMPOSITE PANEL Rpp� LTHE BASIC DESIGN VIvD SPEED= UP TO 130 MPH, 3 SEC GUST / SEMS PER PANEL / SEMS PER PANEL SEMS PER PANEL FASTEN V/ (5) *!023/4 / FASTEN W/ 1/4 x 5' HEX HD SCREWS 2. THE WIND IMPORTANCE (ACTOR IS 1.0 / SEMS PER PANEL / W/FENDER WASHERS & SEALS B' O.C. 2 RAKE EDGES AND 3. THE WIND EXPOSURE CATAGORY ='B' 2 .2'x040' ALUM tl' ac.2 BOTH ENDS ROOF 2'z4'x.CaO' ALUM ANGLE 2' E.P.S.FpAM EXTRUDED TUBING r CP.Ss xx\ �x2'x.C40' ALUM 2' E.P.SFGA\ �x2'x.G40' ALUM 'Z' Cep pPNEu 4. THE INTERNAL PRESSURE COEFFICIENT = +18/-ID / FASTEN W/ FASTEN TO HOST ROOF TUBING PURLIN 2^ DC.)K 2 4' p.C r cssrcFn\ / TOTALLY ENCLOSED TYPE II STRUCTURE *10x1 V2' SHS NEV 216• MAX O.C. INTO STRUCTURE W/#10x4 1/2' SMS FASTEN TO HOST ROOF FASTEN TO HOST ROOF 5. C&C DESIGN WIND PRESSURES ARE PER TRUSS FRAING BEACH RAFTER I STRUCTURE W/#10x4 1/2' SMS I STRUCTURETW/#lCx2 1/2' SMS FBCR 2004 TABLE R301.2(2) BEACH RAFTER IBE CH RAF ER NAY BE USED FOR ADDITIONS iD MOBILE HOMES : 3 - / ggALE!4C�Cg7� MODULAR 6 PARK MODEL HOMES AS WELL AS TEK$P8' DC SITE BUILT BUCK OR FRAME HOMES, - EXISTING -t' MAX xISTI:NG IL� SHINGLED ROOF ROOF / \ x XISTING XISTING RAAFFTERTORCTRUSS ROOF STRUCTURE / \ ROOF STRUCTURE / \ EXISTING DETAIL G2 2 / -�` x.020' FASCIA STRIP / \ RAFTER OR TRUSS ROOF STRUCTURE / \ FASTEN WIALUM 'C' / \ x.020• FASCIA STRIP / RAFTER OR TRUSS/ RAFTER OR TRUSS COMPOSTI�'E FASTEN W/ALUM 'C' / \ / \ EXISTING PANEL ROOF C CLIPB4' DC / ' D.C. / \ / ' NOTE SEE SPAN TABLE BELOW / NaTE SEE SPAN TABLE BELOW / \ STRUCTURE OVER EX IN ��ETAIL A- k -' �' TAIL A- - ` DETAIL B-j'- DETAIL B-2 ROOFGL OVERHANG CONNECTION OPTIONS INTERIOR SPAN CONNECTION OPTIONS / - - MAX ALUM RIDGE CAP. -ALUM RISER PANEL ALUM RIDGE CAP FASTEN W/ *10x3/a SEMS TEN W/ #10x3/# SEMS / SIZE DEPENDENT ON SPAN ALUM RISER PANEL V/NEOPRENE WASHER/ W/NEOPRENE WASHER , -SEE SPAN CHART\ SIZE DEPENDENT ON SPAN BOTH SIDES OF PANS BOTH SIDES OF PANS \ / FASTEN W/ (5) *)0x3/4' \ SEE SPAN CHART \ // SMS PER PANEL \ /, FASTEN W/ (5) 810x3/4' /ALUM RISER PANEL /ALUM RISER PANEL SMS PER PANEL SIZE DEPENDENT ON SPAN \ SIZE DEPENDENT ON2vSUt�AN-SEE SPAN CHART -SEE SPAN CHART DETAILB',FASTEN W/ (5) *10x3/4' 2' STYROF PAM h:.' TPN W/ (5) ANEL INSULATIONKNEE WALL CONNECTION FAN W/ INSULATION ROOF OVER SYSTEM 'SINGLE WIDE MOBILE HOME W RIDGE 1/ xl 1/2'x.040' CHANNEL 2'x.040'ALUM TUBE TOP8BOTTDM 216' D.C. FASTENED TO CONNECTION T CHANNELS 2 I �� TQPBBOTTCM V/C2) *10x3/4 SMS OCT H SIDES XISTING EXISTING ROOF STRUCTURE ROOF ST ROOF STRUCTURE RAFTER OR TRUSS ( ROOF STRUCTURE RAFTER OR TRUSS \ / \ RAFTER OR TRUSS \ / C \ 2'.2'x040' ALUM EXISTING FASTEN REC. CHANNEL v TUBING PURL IN 2 4' D.C. 2'22'x.040- ALUM - 2'.2'x040' ALUM / \ ROOF STRUCTURE TO HOST ROOF STRUCTURE FASTEN TO HOST ROOF TUBING PURLIN B 4' O C.% TUBING PURLIN B 4' O C. RAFTER OR TRUSS W/ (2) 810x2 1/2' SMS STRUCTURE W/*IOx4 1/2' SMS, FASTEN *IO HOST ROOF FASTEN TO HOST ROOF @EACHRFTER {-1 \ACH RAF'.ER i STRUCTURE W/*10x4 V2' SHE STRUCTURE V/*10x4 I/2' SMS A - - BEACH RAFTER . PEACH RAFTER '/ /*'`NOTE SEE SPAN TABLE BELOW _ - 31ENpTE, SEE SPAN TABLE BELOW\ NOTE SEE SPAN TABLE BELQV \\ - ' TOP OF ALUM PA.I ROOF FOAM R 1 DETAILC- 1 DETAILC- `2 DETAILD FASTEN WITH #l0 x3/4 SCREWS RIDGE CONNECTION OPTIONS PANEL CONNECTION @ D 2' F EXISTING NGM I M pAN ROOF BETWEEN ALUM 'Z PURLINS 24' DC EXISTING RIDGE ALUM RIDGE CAP 0+3/4 5045 FASTEW NEOPRENE WASHER ' ` !/ BOTH SIDES OF PANS �- 032' AL PAN ROOF \ J \ FASTEN ti 010x3/4' 5045 VAS CR \ NEW STARUDF PA IRCIOFAO OVER ALUM PAN R�OF,a l' ,- EW ALUA, PAry R� / NV or QV PAN W/ INSULATION ROOF OVER SYSTEM ROOF Na AL�" PAN R ao I f k sT DOUBLE WIDE MOBILE HOME N NUh / ALUM. '2'x2' Z' PURLINS D CONT. .032' ALUM SHEETING -_EX_tSTIN_G PAN RODE( TRUCtURE PURLINS 4' D C. FASTEN V/ *10xA VERT r_ TIyG S FASTEN TO EXISTING ALUM PAN ROOF £k"ST CAULK QR ASTX RIP SEALANT2EDGES CUT EXISTING PANS J I ExIS W/ *10x3/4 TEKS i�G ST{PUCTURF BACK TO EXISTINC BEAM / NEW ALUM PAN ROOF OVER 2" STYROFOAM INSULATION BOARD 2•x4'.040' ALUM ANGLE OVER EXISTING ALUMINUM PAN ROOF ------------- F FASTEN ISHS i t / PANEL DIMENSIONS MAX SPANB 130MPH MAX SPA.N2 125 MPH BI6' MAX O.C. INTO DETAIL BETWEEN SUPPORTS BETWEEN SUPPORTS FASTENERS W/WASHER /SEAL HEAD i \ /PURLIN SPACING /PURLIN SPACING CONNECTION @ I I/4'xI2'x.026' AL PAN FASTEN W/ (5) MIN #10x3/4' (4' DC,) F1 / EXISTING POST& 3' 4' $EMS PER PANEL B EACH SUPPORT LOCATION DE TAIL I' , \ BEAM ALUM FRAME WALL ? 1 I/2'x12"x_026' AL PAN 4' 4' FASTEN W/ MIN (5) #10x3/4• (4' 0C.) \ N / / SEND PER PANEL B EACH SUPPORT LOCATION Wo , 3'.12'x.024' AL PAN 9' 10' FASTEN W/MiN (5> *10x3/4' (4' O.C.) SEMS PER PANEL 2 EACH SUPPORT LOCATION \ ` - 3'.12'x.032' AL PAN 11 12• FASTEN W/MiN (5) *10x3/4' (q' O.C) BUILT UP ROOF SYSTEM KNEEWALL CONNECTION@EXISTING WALL/ROOF SEMS PER PANEL B EACH SUPPORT LOCATION "s'x 4'x.03' COMPOSITE 1* EPS II'-9' 1# EPS 12'-4' FASTEN W/MIN (5) *10x4 1/2' (II' D.C. APPROX) A UM RISER PAN ROOF (TH RACE MAY BE RIFY C O 2# EPS 12-11' 2# EPS 13'-4' SEAL HD PER PANEL B EACH SUPPORT LOCATION CONikACipR ID VERIFY CONDITION 4' .4'x,03' COMPOSITE 1# EPS 12'-8' I* EPS 13'-2' FASTEN W/MIN (51 AIOx5 1/2' (11' O.C. APPROX) OF Host STRUCTURE NOTE; COMPOSITE PANELS MAY BE SUBSTITUTED FOR ALUM PANS 2* 045 15-2 2* EPS 16-0' SEAL HD PER PANEL B EACH SUPPORT LOCATION PER SPAN TABLE BELOW WITH APPROPRIATE FASTENERS AS OTED David W. Smith, P. E. MECHANICAL ENGINEER DEVELOPMENT CONSULTANT D.IV.SMIT11,M.S. P.E.�5360II ROOF OVER SYSTEMS SHEET DL rtif I hereby cey that I have perforr�ed and reviewed t n his pla and found FLORIDA PROFESSIONAL ENGiNEEf LICENSE MBER 53608 it to be in cor�pliance with ASCE 7-02 & sections 1609 of FSCB 2004 and �JW�* Projects Consult En ineer 1 OF 1 section R301 of FBCR 2004 edition & the 2006 SUPPLEMENT to FBC 04. G✓`f 9909 WALLASTON DRIVE-DADE TY,FL IDA 33525 DESIGN/DRAWN DATE PART Y0. 3 . PHpNE 352 521 0665 FAX 352-521-0367 E-HAIL: dsilpeeeorthunk net D•W SMITH,P.E. 07/23/08 David W, Srtith,P,E. ?/ PASCO PERMIT SERVICE SCALE RFOVR-01A ENGINEER LICENCE a5360g _-_ SUZANNE 3AHR 813-788-5314 AS NOTED 130 3'x12' RISER PAN FASTEN RISER PANS TO FRAME W/ #10 X 1/2' HEX HD CORROSION RESISTANT 3'COMPOSITE PANELS METAL SCREW,WASHER&SEAL FASTEN TO FRAME W/ APPROX 4' OC MAX. AS SHOWN #10 X 4' HEX HD CORROSION RESISTANT 3'x12' RI PAN (3 SCREWS /PANEL BOTH ENDS) METAL SCREW,WASHER&SEAL & 8' D.C. @ RAKE EDGES APPROX 8' OC MAX. 3'X12' ALUM RISER PANELS OR -- FAqSTEN PANELS TO BEAM W----- (5 SCREWS /PANEL BOTH ENDS) #10 X3/4' HEX HD CORROSION RESISTANT ALUM RIDGE CAP W/ xH SAM.&FASTEN W/ & 8' D.C. @ RAKE EDGES TEKS,WASHER&SEAL It II I/2' THRU BOLTS (3> SCREWS/ PANEL pR #1 Ox C. SMS PER TABLE BELOW @ 12' O.C. WASHERS NUTS 3'x4' COMPOSITE ROOF PANELS CORROSION RESISTANT CORROS1,31 RESISTANT ---- STRUCTALL SNAP N LOCK . FASTEN W/ @17 KSI17 1/4' X4 1/2' LG BEAM SIZE POST SIZE FASTENERS 3'COM SITE PANELS AL W" POST S,M,B. DEPTH S,M,B. WEB TUBE WALL CORROSLON RESISTANT UPLIFT --- ----- CORROSION RESISTANT LAG SCREW 'H' WALL 'T' 'N' SIZE CAPACITY W/1 1/2' DIA FENDER WASHER 4' .045' ,06' (3) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS (3) PER PANEL @ BOTH ENDS & 8' O.C. @RAKES 5' .050' 06' (3) 1/2' BOLTS, NUTS, WASHERS 2,550 LBS DETAILS- 1 6' .050' .06' (3) 5/8' BOLTS, NUTS, WASHERS 2,550 LBS RISER PAN ROOF 7' .055' ,06' (4) 1/2' BOLTS, NUTS, WASHERS 3,500 LBS CONNECTION 7' .055' .09' (4) 1/2' BOLTS, NUTS, WASHERS 3,600 LBS HT ALUM POST 2'x'H' SMB 7' .055' 125' (4) 5/8' BOLTS, NUTS, WASHERS 4,500 LBS RIDGE BEAM 8' ,072' .06' (4) 1/2' BOLTS, NUTS, WASHERS 5,500 LBS 3/8' THROUGH BOLTS 8' 072' 09' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS DETAILS- WASHERS&NUTS (4) g• .072' ,125' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS COMPOSITE PANEL CONNECTION .072' .06' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS 9' .072' .09' (4) 5/8' BOLTS, NUTS, WASHERS 8,900 LBS 9' ,072' ,125' (4) 5/8' BOLTS, NUTS, WASHERS 9,500 LBS ALUM. TUBING 10' .092'WEB 4'x4'x,125 (4) 5/9' BOLTS, NUTS, WASHERS 11,000LBS NOTE' DIM HT DEPENDANT UPON TYP KING POSTS NOTE' OTHER BOLT SIZES AND QUANTITIES MAY BE USED LATERAL LOADING & OTHER LIMITING FACTOR IS SHEAR STRESS IN THINNNER OF BEAM OR COLUMN WEBS SPECIFIC DESIGN FACTORS, DETAIL ,,I„ NOTES COLUMN TO FOUNDATION CONNECTION CAPACITY MUST EQUAL NOTE, SEE SIGHT SPECIFIC DWFOR ALLOWABLE DIMENSION ROOF BEAM TO COLUMN OR EXCEED BEAM TO COLUMN CONNECTION CAPACITY H7 TO FOUNDATION CONNECTION RECEIVING CHANNEL ATTACHED TO HEADER r EXISTING ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE ROOF W/ #10X3 1/2' LAG SCREWS @12' D.C. CORROSION RESISTANT STRIP.SEALANT BETWEEN FACIA&HEADER _ #10x3/4' CORROSION RESISTENT 3'x12'x,032' ALUM PAN ROOF ALUM FLASHING WASHER HEADED TEKS FASTEN TO FRAME W/ INSTALLED 6' MIN UNDER T@ RAKE YP BOTH SIDES @6' D.C. #10 X 1/2' HEX HD CORROSION RESISTANT FIRST ROW OF SHINGLES METAL SCREW,WASHER&SEAL OR UNDER DRIP EDGE APPROX 4' OC MAX, AS SHOWN (3 SCREWS /PANEL BOTH ENDS) REFER TO INCLUDED SITE SPECIFIC SHEET INDICATING WHERE CONNECTION IS APPLICABLE A62'INTERNAL U CUP - -- _ W/ (6) 1/4'x 3 1/2' TAPCONS 2' MIN IMBEDMENT IN 2'x6' 3'x3' ALUMINUM COLUMN O PERIMETER JOISTS ® --- - fjjT -CORROSION RESISTANT ALTERNATIVE U2'xH' SMB2'x2'x,062' ANGL /16-18 HEX HD BOLT, WASHERS &NUT CEI W /16 HEX HD HOLTS THRU, EACH SIDCORROSION RESISTANT(2) 1- 2'xH'S.M,B. WASHERS &NUT ALUM COLUMN CORROSION RESISTANT PT 2x4 DECKING (NH/2) ROUND UP FOR FASTEN TO JOISTS ODD SIZES I- (1 DETAIL 'G W/#8x3 DECK SCREWS = DETAIL OF CONNECTION ,DETAIL OF PT 2'x-' PERIMETER JOIST SIDEBEAM- POST TO 2'xH SMB 2'xH' SMB TO HOST STRUCTURE W/REC CHANNEL D CONNECTION FASTEN RECEIVING CHANNEL TO HOST WALL DETAIL STRUCTURE W/ (N) #10x2' SMS OR LAG SCREWS (N=H) PAN OR COMPOSITE PANEL ROOF CONNECTION TO FACIA DEI,AIL° Q" 24'MAX C,C,- &RAKE BEAMS TO WALL (i' POST TO DECK TYPICAL CONNECTION ENGINEER'S NOTES: I hereby certify that I have performed and D - W . SMITI-i , P . E . PATIO AND CARPORT BASIC WIANCE VELOCIFACTOR: MPH, 3 SEC. GUST reviewed thisplan and found it to be core fiance FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 IMPORTANCE FACTOR .77 p PROJECTS CONSULTANT ENGINEER CONNECTION DETAILS EXPOSURE CATEGORY: B with the ' section 1609 of the Florida Building Code, INTERNAL PRESSURE COEFFICIENT=0.0 V 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 C&C DESIGN PRESSURES PER TABLE R301.2 2004 edition and ASCE 7-05 and section R301 of ��/ 1 PHX:352-521-0865 FAz:3IVE--oes7 ('MAIL' dFLORIurth3nknet FBCR 2004 & 2006 SUPPLEMENTS FBCR 2004, and the FBC 2006 Supplerlents, PASCO PERMIT SERVICE 1 DATE SHEET NO. David W. Srnith,P,E, SUZANNE BAHR 813-788-5314 07/25/07 1 OF 1 1/4'x 4 1/2' LG, SCRWS W/FENDER WASHER/SEAL. 3'x4' STRUCTAL OR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS ENGINEER'S NOTES: @ 12' D.C. 2 DBL TOP PLATE&8' D.C. ALONG RAKES OR 3'x12'x.032' RISER PANS WITH INSULATION&.019'MIN PROTECTOR PANEL I.THE BASIC DESIGN VINDSPEED= 120 MPH , 3 SEC GUST (FOR RISER PAN ROOF USE #10XI 1/2' LG HEX HD) PAN ALLOY 3105 H-28 24KSI YIELD MIN 28KSI TENSILE ULT. CORROSION RESISTANT CLOSE INSULATION PANEL WITH ALUM. END CAP 2. THE WIND IMPORTANCE FACTOR IS 1.0 W/1 5/8' DIA FENDER WASHER SECURED WITH 3/8 X5/8 LG CORROSION ALUM FLASHING 3. THE WIND EXPOSURE CATAGORY USED IS 'B' (3) PER PANEL&6' O.C. @SIDE WALLS INSTALLED 6' MIN UNDER 4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/-.18 RESISTANT WASHER HEADED SCREWS. FIRST ROW OF SHINGLES 12' SPAN MAX FROM FBCR TABLE R502.5<1) SCREW PATTERN TO BE 12'D.C. @PERIMETERS 5. DESIGN WIND PRESSURE +20/ -23 PSF HEADERS SIZE SPAN NUMBER OF AND 24' IN FIELD. 6. ALL WINDOWS AND DOORS TO BE RATED FOR 120 MPH WIND SPEED AND INSTALLED PER @ BEARING WALL JACK STUD TYPICAL 12' WIDE MAX MFGR'S SPECIFICATIONS. 16 MAX COMPOSITE PANELS HOST STRUCTURE ROOF 7. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW 6' MAX OF HOST -2'x4' 3'-6' 1 13' MAX W/ 3'X12'X,032' PANS HEADER CARRYING 6' & 6 1/2' MAX r OF HOST RD NAILING PATTERN SPECIFIED PROVIDES 8501/FT UPLIFT OF ADDITION 2'x6' 5'-5' 1 12 APPROX CEILING ROOF & CEILING -2'xB' 6'-10' 8, NOTE: SIMPSON CLIPS MAY BE APPLIED EITHER OUTSIDE • OR INSIDE OF STUDS -2'x10' 8'-5' 2 12 xl v// z 12' 6' 2 1/ MAY BE USED FOR ADDITIONS TO MOBILE HOMES I VALENCE CAP �- -••-••-••-••-MODULAR & PARK MODEL HOMES AS WELL AS I #8x1/2' CORROSION RESISTENT SITE BUILT BLOCK OR FRAME HOMES, WASHER HEADED SCREWS DBL 2'X4' TOP PLATE I I SEE HEADER TABLE #8 x 1/2' CORROSION RESISTANT DBL 2'X4' TOP PLATE & NOTE ABOVE ALL PURPOSE SCREW EXISTING ROOF DBL 2'X HEADER PER FBCR TABLE R502.5(1) i! 12' APPROX W/1/2' PLYWOOD SPACER H: �� OVER WINDOWS&DOOR :! H 1 _:: T II 13 WINDOWS PER SCHEDULE ID Til T 1/2' COX OR OSB I . S OVERLAP BOTTOM PLATE AND C:. S PERIMIETER JOISTS NAIL a TIl — 6' D.C. @EDGES&IN FIELD R'. TSEE NAILING NOTE /23.5 PSF I EI! L,J R 3'x12'x.03 ALUM LASHING 29.5 PSF 0 -' U COMPOSITE ALUMINUM PANEL UNDER DRIP EDGE OR C-24 II a/ OR RISER PAN W/INS&PROTECTOR PANEL INSTALLED 6' MIN UNDER VINYL SIDING 37'x50 5/8 Q C FIRST ROW OF SHINGLES TO MATCH EXISTING T R----------- -------- +22.5 PSF � 2'x4' STUD CONSTRUCTION C 16YP E 24,5 PSF it SIMPSON CLIPS 36'x6'-8' PREHUNG it R-11 INSULATION IN ALL 2X4 WOOD WALLS- . APPLY INSIDE OR OUTSIDE 3/4 PT PLYWOOD CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE SINGLE PT 2'X4' PLATE FASTEN TO PERIMETER JOIST FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA td/(2 STAGGGERED ROWS) -""'-"- #10x2' 5145 OR LAG SCREWS@ 12' D.C. MAX 16d NAILS 12' O.C. C") -- •.•.........................................(2) ROWS STAGGERED (SEE NOTE BELOW IF CONSTRUCTING LJ ON CONCRETE) STAIRS ENLARGED VIEW @ ALUM TERMITE SHIELD @ EACH PIER-> CARPORT SLAB FACIA ATTACHMENT DETAIL + _ STRUCTURAL PANELS NAILING NOTE: 8'XB'X8' CONC BLOCK PIER NOTE: NAIL 6' O.C. @ EDGES&12' IN FIELD 4'X1(6,'X16'CONC PAD NOTE: STAIRS &RAILINGS TO WOOD STRUCTURAL PANELS SHALL OR EQUUIV. R-25 MIN INSULATION CONFORM TO F.B.C. 2004 UNDER FLOOR OVERLAP THE TOP MEMBER OF THE SECTIONS R311 &R312 DOUBLE TOP PLATE AND THE BOTTOM AUGER ANCHOR @ 8'O.C, MAX FASTENED TO RESPECTIVELY PLATE AND THE PERIMETER JOISTS WHEN APPLICABLE DBL 2X8 GIRDER W/FLAT SIMPSON CS-16 STRAP (CONSTRUCTING ON A WOOD DECK.) OR EQUIV. ASTM#123-89A MOBILE HOME STRAP ROOMADDITION SEE TYPICAL DECK DETAIL ROWS OF lOd NAILS @ 3' O.C. SHALL BE 1/2' SHEET MINIMUM FROM PANELING EDGE& OF BOTH MEMBERS NOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS 1 TYPICAL SECTION OF DBL TOP PLATE&BOTTOM PLATE, I WILL WITHSTAND THE PRESSURE RESULTING FROM A 120 MPH USE TWO STAGGERED ROWS OF NAILS ON 3' O.C WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. II hereb cer'tif'y that I have erforr,ed and reviewed this Ian and found @BOTTOM PLATE WHEN BUILDING ON CONCRETE SLAB WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S y y , p OR ALTERNATIVELY INTO PERIMETER JOIST WHEN SPECIFICATIONS it to be in compliance with the Florida Building Code R301, 2O04 edition BUILDING ON WOOD DECK F &ASCE 7-02 and the 2006 SUPPLEMENT to FBC 04. NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE NOTE: WHERE WINDOWS OR DOORS CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ David W. Sl_ith,P.E, INTERRUPT THE WOOD STRUCTURAL 6x6/10-10 WWM OVER 6 MIL POLYFILM OVER CLEAN COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE SHEATHING AND WITHIN 4 FT OF EACH REQUIRED IN SITUATIONS WITH SLOPING GRADE. CORNER AND ATTACHMENTS TO EXISTING FASTEN BOTTOM PLATE TO SLAB W/ 1/2"X5" WEDGE ANCHORS D.W.SMI'FF1,M.S.,P.E. SHEET OF STRUCTURE USE SIMPSON SP2&SPI FLORIDA PROFESSIONAL ENGINEER LICENSE"OCR 53608 ROOM ADDITION @24' O.C. MAX® EACH SIDE OF DOORS& WINDOWS&WITHIN WOOD FRAME 1 OF 1 OR EQUIV. APPLIED PER MFG'RS Projects Cons'ultin)q En ineer SPECIFICATIONS AT INSIDE OR OUTSIDE 6" OF CORNERS fi 990 YALLASTON DRIVE-DADE E TY,rL DA 33525 DESIGN/DRAWN DATE PART Na PM!N-521-De65 ru a2-521-Dew E-Ian o.sFlpe8wthI. Vt IDwSMITH,PEI 07/23/08 J RA-01-16 PASCO PERMIT SERVICE SCALE I CHECKED ROOM ADDITION ENGINEER LICENCE 1153608 SUZANNE BAHR 813-788-5314 j AS NOTED I WOOD FRAME ENGINEER'S NOTES: - ' BASIC WIND VELOCITY:125 MPH, 3 SEC GUST DBL 2X6 PERIMETER JOIST JOIST W GIRDER S 2'X_' FLOOR JOISTS @16' O.C. FASTENED TO DOUBLE DBL PT 2x6 8' MAX DBL 2'x_' GIRDERS WITH SIMPSON H5 IMPORTANCE FACTOR: 0.77 10' OD MIN x 1/2' WALL PVC TUBING FL#474.14 OR EQu1V. EXPOSURE CATAGORY: B CONCRETE FILLED EMBEDDED DBL PT 2x8 10' MAX INTERNAL PRESSURE COEFFICIENT-0.0 AS SHOWN vARIEs PT 2x6 9' MAX DBL PT 2X_ C&C DESIGN PRESSURES PER FBC 1609.68 GRADE 1 PT 2x8 12' MA BL PT 2X_ GIRDER _� PERIMETER JOIST 3'X3' ALUM POST OR ALUM PT 4x4 POST W/ 1 #5 REBAR MOUNTED 2 1/2' SHIELD E CROSSWISE THRU POST & _ 2500 PSI CONCRETE MIN FILLED CCINCRETE BLOCKS PVC TUBE EMBEDDED 2 1/2' MIN 4 COURSES MAX WITHOUT PIER FOOTING STEEL REINFORCEt£NT IN FILLED CELLS 2500 PSI CONCRETE MIN 1500# UPLIFT 4' x 16' X 16' PAD ALTERNATIVE POST CONNECTION 'W 2 GRADE PIER FOOTER ALTERNATIVE EARTH CONNECTION AUGER ANCHOR 8 6' D.C MAX STYLECREST #48364634 OR EQUIV 32' IMBEDMENT OF 3' AUGER ANCHOR DBL 2X6 PERIMETER JOIST SECURING GIRDERS W/ ASTM#123-89A STRAP OR EQUIV GRADE Srated 3000# UPLIFT PT 4x4 POST W/ ET 3904TYEBUILDERS CIRCLE PLANT CITY, FL. 33567 1 #5 REBAR MOUNTED 1-800-945-4440 (JAMIE WITHEM) CROSSWISE THRU POST EMBEDDED IN CONCRETE PIER FOOTING 2500 PSI CONCRETE MIN 18' DIA APPROX x 2' DP APPROX CONCRETE PIER FOOTER DBL PT 2X_ 3000# UPLIFT PERIMETER JOIST DBL PT 2X_ O❑ oif rr ALTERNATIVE POST CONNECTION A PERIMETER JOIST PIER FOOTER ❑ oo cu0 0 DL. LENGTH AS REQ'D ALTERNATE PIER AUGER TIE DOWNS @ 'S' MAX DC. METHODS t' 2500 PT ERIMETER JOIST TYPICAL FLOOR JOIST/GIRDERS LAYOUT 8' CONCRETE BLOCKS 3'X3' ALUM POST OR VARIOUS ALTERNATIVE FOOTER/TIE DOWN METHODS PT 4x4 POST W/ FOOTING/PIER/ANCHOR@ 8' O.C. MAX ALTERNATIVE POST CONNECTION 1 #5 REBAR MOUNTED PT, 2'X6 JOBS w816'sD PSDNS EKEDOIST TTOCDOUBLE W/DECK ON EXISTING CONCRETE SLAB ROSSWISE THRU POST PKETS TYPICAL BOTH ENDS MAY BE USED FOR ADDITIONS TO MOBILE HOMES (KNEE OR OTHER LATERAL BRACING REQ'D) BEDDED IN CONCRETE MODULAR & PARK MODEL HOMES AS WELL AS LLED BLOCK FOOTING SIMPSON H5 CLIP DECKING OF CHOICE SITE BUILT BLOCK OR FRAME HOMES. PSI CONCRETE MIN OR EQUIV. @ EVERY 3RD EACH JOIST MIN. SIMPSON BC4 POST CAP TO MIDDLE GIRDER CONNECTION P.T. 2'X_' JOISTS @16' O.C. FASTENED TO DOUBLE FL#474.27 P.T. 2x_ GIRDERS OR HOST RIBBON JOIST WITH SIMPSON JOIST BUCKETS (980# UPLIFT 4' ATTACHING TO HOST PERIMETER JOISTP,T. 2x GIRDERS WITH SIMPSON JOIST BUCKETS CONCRETE SLAB DBL P.T. 2x_ MIDDLE GIRDER SIMPSON ABU44 FL#474.21 OR EQUIV. AS NEEDED USE (2) 5/8 THRU BOLTS, NUTS W/1/2' WEDGE ANCHOR 3000# UPLIFT &WASHERS (CORROSION RESISTANT) 4' EMBEDMENT (2000# UPLIFT) p \ \ @ PT PERIMETER JOISTS TO DBL P,T.2X6 PERIMETER JDI •• PT POST IN CONC CAST FOOTER EXISTING 4' ALUM TERMITE SHIELD CONCRETE SLAB @ EACH PIER-_ ALTERNATIVE FOR PT 4x4 � PT POST IN STOCK 3000# UPLIFT CONCRETE PIER FOOTER (GRE ALTERNATIVE FOR EXISTING 4' /" I hereby certify that I have performed and reviewed this plan and found & the FLORIDA BUILDING CODE,2004 edition ,S E and the 2006 Supplement t FBC 04,, David W. Smith,P,E. #53608 CONCRETE SLAB it to be in compliance with asce 7-02(WEDGE ANCHOR @ 8' D.C MAX 4' IMBEDMENT INTO SLAB (THUNDERBOLT OR EQUIV.) STYLEC EST #48364634 OR EQUIV SECURING GIRDERS A-A ENLARGED VIEW @ AUGER ANCHOR @ 6' D.C MAXHEET DF D.W.DW SMITH,M.S.,P.E•#53608 TYPICAL WOOD DECK W/ ASTM#123-89A STRAP OR EQUIV RATED 3000# UPLIFT 32' IMBEDMENT OF 3" AUGER ANCHOR FLORIDA PROFESSIONAL ENGINEER LICENS NUMBER 5aWS WITH 1 TYPICAL DECK SECTION SECURING GIRDERS p$ PROJECTS CONSULTING ENGINEERALTERNATIVE CONNECTIONS WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS W/ ASTM#123-89A STRAP OR EQUIV 9909AALLASTON DRIVE-DADE CITY,FLDRIDA 33525 DESIGN/DRAAN DATE PART T . �� KK3w-z-om rAL32-521-0267 t-ilt: dsri .wurknt D.W,SMITH,P.E. 09/18/08 I WOOD DECK PASCO PERMIT SERVICE SCALE CHECKED I DECK D08 ENGINEER LICENCE #53608 SUZANNE BAHR 813-788-5314 DO NOT SCALE NOTE: 3'x12'x.032'MIN ENGINEER'S NOTES: THE FOUNDATION SHOWN IS BASED ON ALUM RISER PAN ROOF FASTEN COMPOSITE PANELS TO RECEIVING CHANNEL W/#10x1' TEKS @ 12' DC. EITHER TOP DR BOTTOM & 1. THE DESIGN WIND SPEED = 125 MPH , 3 SEC GUST A MINIMUM SOIL BEARING PRESSURE / 3 SCREWS/PANEL FASTEN PAN TO RECEIVING CHANNEL W/#10xl' TEKS (3 PER PAN) EITHER TOP DR BOTTOM & OF IDODPSF. FASTEN RECEIVING CHANNEL TO HOST WALL OR HOST 2x4 MIN FACIA 2. THE WIND IMPORTANCE FACTOR IS 0.77 WITH #10x2' SMS OR LAG SCREWS @ 12' O.C. MAX 3. THE WIND EXPOSURE CATAGORY USED IS 'B' (2) ROWS STAGGERED 4. THE INTERNAL PRESSURE CDEFFICIENT=+/-0.18 ENCLOSED CATAGDRY I BUILDING MINOR STORAGE SHED 5. COMPONENTS&CLADDING DESIGN PRESSURES ARE PER: 3'x4' STRUCTAL OR EQUIV. INSULATED ALUMINUM COMPOSITE ROOF PANELS FBC TABLE 1609.6B OR R301.2(2) FOR A MEAN ROOF HEIGHT DETAIL F / FASTEN TO DBL 2X4 TOP PLATE W/#10x4 1/2' SEAL/WASHER HEX HEAD SCRWS. LESS THAN 30 FT. \AN FASTENIN/ 12' D.C. AT ENDS & RAKES ROOF: +12/-26 PSF ZONE 1B OR 3'xl2'x032' RISER PANS FASTEN TO DBL TOP PLATE W/ 3101<1 1/4' TEKS (3 PER END) WALLS +25/-27 PSF ZONE 4B ALL FASTENERS TO BE CORROSION RESISTANT #10 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCREW FROM FBCR TABLE R502.5(1) &WASHER&SEAL INTO DBL 2x4 TOP PLATE 1/2' PLYWOOD SHEATHING EXTERIOR BEARING WALL W/UP TO 20' BLDG WIDTH APPROX 6' DC MAX. (TYPICAL BOTH SIDES) FASTEN PER STRUCTURAL PANEL NOTE HEADERS I SIZE MAXIMUM 2x4 EDGEWISE BLOCKING @ BEARING WALL SPAN AT PANEL EDGES DBL 24 TOP PLATE 2 2'x4' 3'-6' TO PROVIDE NAILING \ 3, LAPPED 2x4 STUD CONSTRUCTION@16'O.C. WHEN WALL HT. HEX HD CORROSION RESISTANT METAL SCREW USE SPI HURRICANE CLIPS AT 2 2'x6' 5'-5" GREATER THAN SPAN &WASHER&SEAL INTO DBL 2x4 TOP PLATE BOTTOM PLATE & SP2 AT DBL TD ROOF & CEILING 2-2'x8' 6'-10' OF PANELS APPROX 2 1/2' DC. MAX. (3 SCREWS /PANEL BOTH ENDS) PLATE TO STUD CONNECTIONS AS SHOWN ABOVE @ DETAIL @ LOCATIONS SPECIFIED IN 2-2'x10' 8'-5' F STRUCTURAL PANEL FASTENING NOTE 2-2'x12' 10'-0" 3-2'x12' 12'-2' TYP WINDOW MAY BE 1�_ LOCATED AT ANY SIDE DBL 2X8 W/1/2' DSB NOTE: I`I_ REFER TO ABOVE HEADER SPAN TABLE P2 FOR OTHER DOOR WIDTHS TYP 2x HEADER IMPSDN MST OR EQUIV.AT T IS x SH 3030 a LOCATION +20 PSF- �v -28 PSF- - +25 PSF -26PSF O O SIMPSON SPH4 R EQUIV. Pl . \ TYP EXTERIOR FINISH H ° EXTERIOR FINISHED PER OWNERS SPECIFICATIONS SIDING DR STUCCO AS SPECIFIED BY OWNER W 16' MAX LENGTH TO SUIT STRUCTURAL PANELS PT 2'X4' BOTTOM PLATE 72'x78' PREHUNG NOTE: 1/2' CDX DR DSB STRUCTURAL PANELS SHALL NOTE: NO FOOTER REO'D EXCEPT WHEN ADDRESSING ERROSIDN SECURE TO SLAB W/ DOOR OVERLAP THE TOP MEMBER OF THE 1/2' EXPANSION BOLT NOTE: INSTALLATION OF DOOR TO BE DOUBLE TOP PLATE AND THE P.T. BOTTOM PLATE 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY 3' IMBEDMENT 2 1/2' MIN EDGE DISTANCE PER MANUFACTURERS SPECIFICATIONS BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' 24' D.C. APPROX, WITHIN DBL HEADER JACKS ROWS OF ID d NAILS @3 D.C. SHALL BE 1/2' 1' OF CORNERS&EACH SIDE OF TO COMPLY WITH 110 MPH WIND SPEED MINIMUM FROM EDGE OF BOTH MEMBERS OF TOP PLATE H&W=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12 D❑CRS&WINDOW OPENINGS REQUIREMENTS & DBL ROW AT BOTTOM PLATE. CAULK AND SEAL DOOR BEFORE FASTENING PANELS SHALL HAVE NAILS AT SPECIFIED SPACING OF 6' O.C. NEW SLABS TO HAVE EITHER 6'x6'-#l0/1OWWM @ VERTICAL EDGES AND 12' MAX IN FIELD DR FIBERMESH TYPICAL SIDE ELEVATION NOTE: WHERE WINDOWS DR DOORS INTERRUPT THE WOOD STRUCTURAL SHEATHING AND WITHIN 4' OF EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE I hereby certify that I have performed and reviewed this plan and foundUSE FOR PARK MODEL ?MOBILE HOMES/MODULAR HOME ADDITIONS CONNECTIONS APPLIED PER FGRS SPECIFICATIONS NN PI OR EMUTC TOM PLATE/STUD It to be In Compliance with Section 1609 of the Florida Building Code, 2004 edition PAN ROOF W/ STUD WALL CDNST. SHEET OF D.`V. SMITI-I, �I. S. ,P .E. WOOD FRAME SHED and ASCE 7-02 & Section 8301 Of FBCR 2004 &the 2006 SUPPLEMENT t0 FBC 04,. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Custom Home Plan Service 16' W X LENGTH TO SUITI 1 CF 9909 G'ALLASTON DRIVE—DADE CITY,FLORIDA 33525 SCALE DATE PART NO. 7,Z PHONE:352-521-0865 fAX:352-521-0867 E-MAIL: drsF1 eenrVUnk.r*t j AS NOTED I 07/23/08 SHED 01-16 David W. S 1ith,P.E. PASCO PERMIT SERVICE DESIGN/DRAWN CHECKED ENGINEER LICENCE M53608 SUZANNE BAHR 813-788-5314 D.W.S MITH,P,E. 120