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HomeMy WebLinkAboutRevision 10-31-17E D- OFFICE USE ONLY: DATE FILED: i C I���'11 ��1�1� PERMIT # REVISION FEE: V V RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: LG-Cl- c7 y"73`f ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS:n � \ A S�'Iy PS 4 e�l� u CITY: \irk STATE: �:-6 ZIP: S'jgj"-3 PHONE (DAYTIME): -1,12,- 3"zCo -�kk$3 FAX: -11 Z- 3 3kp- OWNER/BUILDER INFORMATION: NAME: � bh A ADDRESS: I ALA CITY: F�e_YxAr-ma STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: r I ADDRESS: � C CITY: u . 4 PHONE (DAYTIME): SLCCC.• 9123109 Revised 06130/17 F f STATE: w �Ip. i_.____ FAX: FOUNDATION NOTES ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS FOR FTG'S & SLABS REINFORCING STEEL (REBAR) SHALL BE ASTM. GRADE 60 DEFORMED BILLET STL. CLEAR COVER SHALL BE 3" FOR FOOTINGS & 1-1/2" IN BEAMS. LAPPED STEEL MIN 25". 10" STD. HOOKS W/ 90 DEGREE BENDS. FTGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY COMPACTED FILL (2000 PSF MIN.). FILL MATERIAL SHALL BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR. TO BE VERIFIED BY GENERAL CONTRACTOR/OWNER. ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL CONTRACTOR TO VERIFY ALL HOSE BIBB LOC. & TYPE CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN LINES, & CONDUITS AS NEEDED CONTRACTOR TO VERIFY A/0 PROVIDE FOR SLAB RECESSES, SILLS & CURB REQMTS ® ALL DOORS CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REQMTS LAP ALL HORIZ FTG REBAR 25" MIN ALL STL MIN. GRADE 60 BOTT OF FTG MIN 12" BELOW FINISH GRADE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 ED AND LOCAL CODES AS THEY MAY APPLY N a 2) #5 BARS CONTINUOUS W125' MIN LAP & #5 i VERTICAL BAR @ CORNER (SEE FOUNDATION PLAN) FOOTING CORNER DETAIL MINIMUM 12" OF FOOTING BELOW GRADE TSLOP 16" 1 (2) #5 F 1 3" MIN COVER 3" TYP ►I 16"3" TYP MONO EDGE FOOTER FINISHED FLOOR ELEVATION IC #5 REBAR CONTINUOUS WEDGE ANCHO GD 16"XI6" 6"x6" WIRE STEP FOOTER (2)#5 REBAR MESA OR FIBER @ BRO. WALLS 4" CONCRETE SLAB i WIRE F3 qqlawor, BEARING PAD #s REBAR s" oc EACH WAY TERMITE NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE WALLS, 3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. 5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION. 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL_ COMPANY BEFORE FINAL INSPECTION. m 11 20'-0" TYPICAL CONCRETE SLAB L _ F3 r---- 1 � 15'-4" 1 _________J L- --T-� L-r-- I ' I ' I ' -� - I ' I ' , I o o I i 1 , Waa ' F1 FI a I i ' well pump pad I , 9'-8" 6'-4" 4'-0" 1 I I I ' I 1 91 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I� ------------ 1 ---------------------------------� F] O , + RECESS ' ac pad I SLAB 1-1/2" rq I I I ■ I 1 I , ■ I, BI 1 o Fi 1 ■ I 1 , I -y 1 N I I49k FINISH FLOOR ELEVATION ^� _ ■ ■ I � Fl I I I 1 I 1 16-1" 5'-7 1/2" 8'-61/2" 2'-611 19'-3" I I STEP BTM ■ I I OF FOOTING 2:1 , I TO ADD ADDITION I I 12" SrEP INTO GARAGE. I I ■ I Fll._ ■ ■ ■ i I I I I i� i o __ F2 STEP FTG 1 BAR EACH I — O r-------------- ---- , SIDE �--------------- --------------------------- I ----- - -- - - - - -i - I = •I � � I -12 i STEP - I 1 j 10'-02" 18'-8Z1 " 6" RISER 2"T2EAD N NOTE: I\ , PROVIDE LINE FOR ' r-- ICE MAKER vv i I ■ O� oo in i I io I RECESS _ TUB CD i L------• I SktOWEk\rq , I O EM a •1 , > 00 I E m m - 28'-911 '- 21-41 EM N 00 •� L'52'-37 1 1 31'-1" 2'-0" 61-011 b} I ' , I V-I ■ I ,-, =GARAGE. , i RECESS j I , I SLAB 1-1/ ' , FI p2 F1 ` --------------------------------------- ------------------------------ - i L-------------------------------- ----------------------------------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SLOPED RECESS AT GARAGE DOOR I F- ' ' , FI - of -t�" F o� 6'-4" 21-0" o O r 1 p_ O r--------- MOM i ■ ■ i --------------i ■ ■ 1 I ■ ■ 1 ■ ■ 31'-4" on L------J F3 ri 1 12'-4" TUB s� BATH 2 1. WC 2" VENT C.O. LAV p`---------------- 3„ 11 ' I I ♦I 1 i 2" VENT C.O. ; KITCHEN I JJ 1 17� I I ' SINK ' I I WASH U TI L 2" DW 4 I I � 2" / LF L__-_-______� \ 4` • I I LAV 2" I 2 VENT C.O. ' I 2'/ I / I I I ' 2" TUB I I ' , I I , LAV 1 I / 2" WC I I ----------1 LJ SHOWER I / I ' f I I MASTER BATH I I I I 1 a I I I 4" 4" 2 WAY C/O I I I I 1 11 Y TO SEWER SYSTEM OR APPROVED SEPTIC SYSTEM PLUMBING RISER NOTE: PLUMBING CONTRACTOR TO VERIFY PLUMBING LAYOUT AND RISER DIAGRAM. PLUMBING CONTRACTOR TO VERIFY PLUMBING WALL LOCATIONS W A T E R- A I R- L A N D 1040 Harbour Drake Dr. @byu.net 941-628 0635 Punta Gorda, Florida 3398&. z.P ...•••.. 44 fax 413-687-9013 0 :c: v, o- m S ,ATE OF x CHR19T [S P.E. FLORIDk L1C TSE TN O. 64594 DATE DCI r al;tia Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. BLUESTREAM DS DESIGN STUDIO Residental CAD Drafting 3D Ren enngs rap is Design ices Port Orange, FI (386) 256-8978 Port Charlotte, A (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesignstudio.com a J m LLJ M J � � J z U_ LU 2� F- U)re �O In a V�1 Z U Uj �_'4pQ.�11 M_ ■�di v - m Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. DATE 10/27/17 DESIGN BY: LBB CHECKED BY: TMB JOB NO, MADISONKW3CA REV DESCRIPTION 1 P105/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05117 5 P5 07/07/17 6 P6 07/17/17 7 P7 09/18/17 s17 W ' z L Q I6 J U w M W _j Y -0uaU EOM 9 �Qa • 1--i c U I— ® 0 co SHEET Al FOUNDTION SCALE: 1/4" = V-0" 2OF$ TYPE DESIGNATION FILLED WITH GROUT - UNFILLED FF= OUANTFY OF% FIELD ADDED BERM AT BOTfOM6 "INTEL." FOR cMV1iY LoA 8F16-1 B/1TI CjA�jSTCR[ETTET PRECAST NIXAINPL WIDTH LOUpryTITYGF p5FIELD NOMINALHEIGIn ADOEDRTE"INTL OF LINTEL SCHEDULE CIXAFT L4INTEL FO0. LOAD UPLIFT LOAD W FIELOADOEDREBARAT TOFOF connoelre DINI£L MIN. 111 REOD i 1ELDFucEnaM.u. •y' p� b GRODr A 2 YSHELDADDEDRERARAT Fora 5'-10"overall length U-lintel Type 8F 16-1B/I T: RonoM OFu�INTEL DAvIry Safe superimposed gravity load =4360 PLF >aR�ACTU- mTr«" DEi"I"T"NG Safe superimposed uplift load = 2080 PLF (SEE REINFORCING 'NDMINW, WIDTH (SEE REINFGRGMG SCHEDULE) Safe SLLpCRInp06Cd lateral load =339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load OY-8" 8FI6-1B-IT 6113 <1000 3060 <500 O4'-0" 8F16-IB-IT 6113 <1000 3060 <500 O4'-6" 8F16-IB-IT 6113 <1000 2707 <500 4'-6" 8F16-1B-IT 6113 <1000 2707 <500 O4'-8" 8F16-1B-IT 5365 <1000 2276 <500 OY-6" 8F16-IB-IT 4360 <1000 2080 <500 OY-10" 8F16-IB-IT 4360 <1000 2080 <500 O6'-2" 8F16-1B-IT 3480 <1000 1868 <500 O7'-4" 8F16-IB-IT 2661 <1000 1624. <500 10 T-6" 8F16-IB-IT 2661 <1000 1624 <500 11 7.8" 8F16-IB-IT 1843 <1000 1136 <500 12 81-0" 8F16-1B-IT 1843 <1000 1136 <500 13 9'4' 8FI2-1B-lT 1245 <1000 708 <500 14 10'1 8F16-IB-IT 1533 <1000 916 <500 IS 10'-8" 8F16-IB-IT 1366 <1000 800 <500 16 12'-8" 8F16-IB-IT 1075 <1000 607 <500 017'-4" 0 8F12-IB-IT 548 <1000 263 <500 PRESTRESSED 18 18-8" 8F16-IB-1T 750 <1000 348 <500 PRESTRESSED 19 C rlj OC r-. N M 9 0 N ib 0C Ceiling: 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Per ASTM C1063 and Stucco - ASTM C926 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FIRE -RATED DOORS. 411 Olt Ceiling: 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Per ASTM C 1063 and Stucco - ASTM C926 n1-811 77 20'-0" 15'-4" 8'-81, 3'-2" 4'-10" -4" 174" '-4` 2'_6" " 4'-6" 81-4 ■ ---------------------------- I I 18 � 1 I I I I 16 ' LANAI � � 1 , I 16 1 8'-0" FLAT CLG AFT I 8' I 9+_011 � � 61-411 Y-4" ;8 , 1 I I t I O i , , � i 1 11 1 7 well pump pad SH 25 EGRESS I 6068 BP SGD ' SH 35 EGRESS 8I ■ _ ■ _ ■ ■ - ■ ■ _ ■ ■ ■ ■ ■ I \ (2)SIMPSON ac pad Rg 1\ HETA 20 11 `7 - Do _ m I , u If iv 13'-01/211 1-41 " '-71/2' 16'-7" 33'-01/2' ■ EDROOM #2 BAT 2 I1 8'-0" FLAT LG FAMILY ROOM - MASTEIf,' SUITE 8'-0" FLAT CLG w Oi 8'-O" FLA CLG ■ 'VAULT CLG , Z p) G ti z II cn .:i CD N , © a n II I 3068 2868 o0 ■ 3' 2'-0" Y-712" W 4 w BEDROOM #3IZ" N 8'-0" F1 kT CLG x ll'-6 1/2" 3069 6 2"-5' 12'-4" ` 4`-3" 113 1 " Er 51-511 11 ' LA r \ , N 8'-0" FrA �CL�I + FAUX CU�ELO , , u I1 3068 R&S w,� ABOVE , n ` p( -/ TERT P n y<i Xe Qai D I/ \I I 42"HIG. KNF.EW LL Z ----------- �i ® ■ G o , 1 DW I 1 ■ ■ ■ w----•MASTER AT p N i g ( �' i i' i i 8'-0" FLAI z a CLG 8'-1"BRG WALL' oo WIC o0 CD KITCHEN i ii cv N 11 I a o F R-I1 INSULATION -l2 WH 6H W/ f , � ' N C I HOOD o `� VAULT CLG t R&s 91-811 121-4'1 2'-5'1 1 6'- /2 ' 1 41_011 " + 11 4'-7" t 6'-5 1%2" 11 6-7" ° 17 ® SIMPSON HTS20 20 MIN. FIRE RATE 1 ST I CONNECTED TO SELF CLOSING 6" RISER i 0 ISLAND C `\ N ' I 1 ' -4 -S' a 4'-71I EACH TRUSS ALONG FRAMED - _ _ _ - _ _ _ _ 12" TREAD 1 22" X 54"� -' 1 REF m FLAT TOP 1 `\ I ^ KNEIrV1LL 4 BEARING WALLS 1 ATTi5,A)rCESS 1 "y ty ,�I a \ �O I .�-I II u.N.o YIELD LOCATE ' t=--------= 3'-8,1f2' 4' 1/ ' - ¢'' IIIRECESS JMGH TULWGARAGE Ln a =' in n SJ1owEi v O<8'-0" FLAT CLG AFF 28'-5" 2'-32' 21_411 / t41_�n A ; 13'-Q/2" r------------------- r--------------------CONNL'CTEIST'6 SIMPSON HTS20 o DINING ° 1 LIVING ZOOM EACH TRUSS a \\ 1 I I I ALONG FRAMED i '1 p B VAULT CLG - y z i 8'-0"FLAT CLG _ I I 1 BEARING WALLS C:) `\00 ■ i GIRDER ' ' U.N.O i i u _________________________�_� ===3 = a I \ a1 II ' (2) SIMPSON I HETA 20 ' 30'-5° PI POST ` II CH NGE '\ 1 (2) SIMPSON u 1 I I $ EV 11 (2) 3068 CHANGE- I n HETA 20 I I SIX 8' OHD 17 16' X 8' OHD Z 1 I a I'1+_311 4 SA 36 7 41_6+1 7 2'-1111 _ 11 21_(tlil 1 1 O SH 35 EGRESS 7 7 SIDE POR BEAM CONC. LINTEL y , Fl 13 (I) 4 U E BLOCK ABOVE SET BTM @ 7'11" AFF 5 ci I I "� I , ENTRY , I I I - SIDE PORCH BE (1) CONC. LINTEL W/ 4 CO SE BLOCK ABOVE TOP @ 10'-9" AFF I 5 10'-8" FLAT CLG AFF l2 WOOD CLG j i ,a O Z ET BTM @ T-4" AFF "" TOP 0, 10'-9" AFF VINYL RAILING 16"X16" COL. BLK FRONT PORCH BEAM (1) CONIC LINTEL (4) #5 REBAR VERT. W/ 2 COURSE BLOCK All VE SET BTM @ 8'-9" AFF 2' 8" 8'-0" 2'-0" 16'-0" 2'-81' '-4 6'-4" '-4' TOP @ 10'-9" AFF 71-811 1-4 21-1011 41.6t1 51_011 311-411 18'-0" 12'-4'I 611-pvl h r U r F O N WALL LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRIG. HT. @ 8'-0" AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU ®CMU WALL - 8" (U.N.O.) BRIG. HT. @ 8'-0" AFF 1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU WALL - 8" (U.N.O.) BRIG. HT. @ 10'-8" AFF 1/2" GYP. BD. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU g_ CMU KNEEWALL - 8" (U.N.O.) BRG. HT. @ 3'-0" AFF BOTH SIDES TO BE STUCCO COATED CMU BRG. PARTITION WALL - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4IND. STUDS @ 16" O.C. ® BRIG. PARTITION WALL - 6" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. LIVING 1,950 GARAGE 674 LANAI 240 ENTRY 90 TOTA-; LIVING 15,600 C.F. BUILDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT COMPONENT AND CLADDING ASD WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS:X APPROVED SHUTTERS -BOTH MAIN IMNDFACE RESISTING SYSTEM PER TABLE 1609.6A TRUSS DESIGN SHALL BE IN COMPLIANCE WITH WIND DESIGN METHOD ASCE 7-10 AND THE FBC 2014 5th EDITION Fln WATER - AI R - LAN D\%t,,,,o 1040 Harbour Drake Dr. 1A'A$` ;r-3- 'k ,iY§t 941-628-0635 Punta Gorda, Florida 33983 n�;•�opHE o ••�*'� fax413-687-9013 w. In C) �< AFL OF c� a s d ov.- . OR I O I' •^ yC FLORIDA ♦_ 11 :No OCT =2 7-2017 Although every effort is mad,- to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. EL.UESTEA <@Ds DESIGN STUDIO Residental CAD Draftin 3D Ren eerinnss _ Gr- apFc Design ervic5 es --- Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www. bluestreamdesignstudio.corn CAD@bluestreamdesignstudio.com 6 J m � rn Oil Design and layout or concepts for this design were provided to Bluestream Design Studio by the builder shown. Any similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. )ATE DESIGN BY: I LBB CHECKED BY: TMB JOB NO. I MAnTIZA"IKIVIAnrAll REV DESCRIPTION 1 P105/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 S P5 07/07/17 6 P617/17117 7 P7 09/18l17 II LSE t tT3 Z < Uj LU LL -0LuG N � _ C CD 1 ONa SHEET A FLOOR PLAN SCALE: 114" = V-O" Pet 1 HARDI-PLANK SIDING BTM OF PORCH BEAM TYP OH V-0" Finish Floor -41.9 -41.9 FKUNT ELEVATION SCALE: a°" = 1€®011 FRONT PORCH BEAM (1) CONC. LINTEL I SCORED BANI W/2COURSE BLOCK ABOVE FLOAT FINISH SET BTM @ 8'-9" AFF WITH 2X8 TOP @ 10'-9" AFF OUTRIGGERS +32.1/ +35.7/ go� smooth Stucco 39.0 ROOF VENTING CALLS PER FBC R806 TOTAL ROOF AREA 3491 VENTING REQUIRED 3491SFX144SQIN/SQFTX1/300SCLINVENT/SQ INROOF = 1676SQIN 11.63666%7 SQFTVENTILATION REQUIRED 40%MINIMUM INUPPER ROOF = 4.654667 SQ FT REQUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENT AREA =.72 SQ FT/4' VENT 7 TOTAL REQUIRED WITHIN T-O" OF MAIN PEAK = 5.04 SQ FT REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT 11.63666667 - 5.04 = 6.5967 SQ FT REQ' D AS PER MAN UF. SPEC'S VENTED VINYL SOFFIT IS 6,2So IN/LIN FT=.043So FT PER UN FT. TOTAL SOFFIT LF= 256 X 0.043 = 11,01 SF SIDE PORCH BFAM (1) CONC. LINTEL W/ 4 COURSE BLOCK ABOVE SET BTM @ 7-4" AFF TOP @ 10'-9" AFF SCALE: 4" = V-®71 Elm 12 5 FAUX CUPELO SHINGLE ROOF SHINGLE ROOF VINYL +36.0/ IX4HARDIE -39.2 SHINGLE ROOF TYP r-tA r OH - Q� - TEXTURED STUCCO ' FINISH - +36.0/ -777777 = <,• . - TEXTURED - STUCCO FINISH +36.9/ JI,ALC: 4 = i -U Truss CORNER 12 5� 0'-0" Finish Floor Finish Grade SIDE PORCH BEAM (1) CONIC. LINTEL W/ 4 COURSE BLOCK ABOVE SET BTM @ 7'4" AFF TOP @ 10'-9" AFF NOTE: COMPOSITE SHINGLES ON 30# FELT OVER CDX(MIN.) SHEATHING w/8d RINGSHANK NAILS @ 6" O.C. THROUGHOUT ROOFING — SEE TYP WALL SEC FOR DETAILS 5 12 17 1/2" CDX PLYWOOD ATTACH TO WD RAFTER W/ 8d RINGSHANK NAILS 0 6" O.C. E&F {� FAUX CUPELO 26 GA. MIN. ALUM DRIP EDGE OVER 1"X3" P.T. 2X4 SUB FASCIA BD ATTACH TO '71IL� RAFTERS W/ (2) 10d NAILS EA. RAFTER ALUM. SOFFIT & FASCIA 1X7 HARDILAP SIDING W/ 1X4 TRIM 15/32" OR 1/2" CDX HOAR SHEETS OF PLYWOOD NAILED TO STUDS W/ 8d NAILS 4" O.C. & EDGES "L" FLASHING s-� 2X4 STUDS 16" O.C. P.T. 2X4 SOLE PLATE ATTACH TO TRUSSES W/ (2) 3" LONG DECK SCREWS 0 EA. TRUSS TYPICAL CUPELA DETAIL SCALE = N.T.S� 2X4 RAFTERS 0 16" O.C. 2X4 TOP PLATE Although every effort is made to ensure the accuracy of these plans it is the responsibility of the builder to verify all dimensions, details and specifications shown. Bluestream Design Studio will not be held liable for any errors or omissions on these plans. r Port Orange, A (386) 256-8978 Port Charlotte, FI (941) 275-9931 SIMPSON STRAP MTS 12 FASTENED W/(14) IOdXI-1/2"NAILS EACH STUD TO SOLE PLATE & RAFTERTOPPLATE REAR ELEVATION SCALE: 111 A 11-011 PREFAB ROOF TRUSSES 0 24" O.C. Design and layout or concepts for this design were provided to 0'-0" inish Floor Bluestream Design Studio by the builder shown. Any inish Grade similarities to other plans or blueprints is solely the responsibility of the builder. Plans may not be reproduced or copied without the express written consent of the Builder shown. FLORIDA BUILDING CODE RESIDENTIAL 2014 5TH EDITION BASIC WIND SPEED: 170 MPH RISK CATEGORY: 11 NOMINAL WIND SPEED (vasd): 132 MPH FLOOD ZONE: ZONE X INTERNAL PRESSURE COEFFICEINT: +/-0.18 EXPOSURE CATEGORY:C STRUCTURAL FORCES: FLOOR LIVE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PEP ROOF DEAD LOAD 25 PSF ROOF SLOPE: 5112 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 1: +21.9/-349 ZONE 2: +21.9/-60.7 ZONE 3: +21.9/.89..8 ZONE 4: +38.0/-41.,2 ZONE 5: +38.01-50,.5 WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING WINDOWS: +36.91-48.7 DOORS: +35.91-39.2 GARAGE DOOR: +32.2/-39.2 MEAN ROOF HEIGHT: 15 FEET V W A T E R- A I R- L A N D 1040 Harbour Drake Dr. c�f�NtV€e&rbyy Punta Gorda, Florida 33983 d TO .ter z' - rti a-; :. .9 -: 941-628-0635 fax 413-687-9013 (C2` L:0ni FLL RID f�FF ORIDA LI'�E t� 6 94- — -- DATE OCT 2 7 2017 DATE 10/27/17 _ DESIGN BY: LBB CHECKED BY: TMB IOB NO. nnnnrennunnnrn REV DESCRIPTION 1 P1 05/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P617117117 7 P7 09/18/17 B Lu ,Z Lu LJL O U LU y .0 U.i CJ •s fr3 c U C- of 0co0 � N LL SHEET A ELEVATION SCALE- 1/4" = V-0" Per 5OF9