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Home My WebLink AboutBuilding PlansA '00z ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOP cow, CE - R^cVIE YED I3Y DATE /%}... Pfl�7v5 FIND PEIgMIT MUSi' E.E KEPT ON JOB OR NO INSPECTION WILL LZ MADE V.:♦ -1 N ;0 Itwl_; r I lii WITi a X r LSEEm rt7sl `swan AND Rt VILW[-o t('t GOMPLIANCF OF FF-C SciiJfi.l.C. FOR ONE. OP' THE. FOLLOWINL: INYFf N L WND r i t ;SLICE •��'�'� WINi dOh ' � `"COI"C`TIOPi I hAPAC-Ni-'siS YAtvv.:C GIJ�'iN �:. % — pnt.} l ris' SE PLAIDS AW ALI. ,=r)POSFD WORK �`!t Oil iii.l�(:T II; +��',; ' r;C�"•��IiTIONS F �IIiIRst) M7 r°i% Il, c n 1 TI{AT WAY TIE NrW1MA Y IN WIDER 10 Ci)M%f Wn Add. APPWCA6L8 CODES. 40 HARDI-PLANK SIDING BTM OF PORCH BEAM TYP t OH FRONT ELEVATION SCALE: "' -= 1'-011 ALL MANUFACTURP LAFJI-I:S 8tl1 U FACTORS AND 6000 DOMPLIANCE WITH FBO ENEPOY OOOE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIDNs ARE APPROVED ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT OWNERS NAME FF % • A BUILDERS, Madison KW 3—Car • 11 CANOE CREEK LANE FORT PIERCE, IT PORCH BEAM (1) CONC. LINTEL SCORED BANI W/ 2 COURSE BLOCK ABOVE FLOAT FINISH SET BTM @ 8'-9" AFF WITH 2X8 TOP @ 10'-9" AFF OUTRIGGERS +33.8/ +32.2/ 42.4 3 CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953 r)DFNITAIr Cr"Pr)l 11 F• QA/TNr, nrlORC 0\/FRHFAr) nr)r)RS_ SI TnTNG nr)nRS- FTXFD GI ASS_ WTNnnw,; fh SKYI TGHTS FL= ORMIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION ET BUILDING DESIGN PRODUCT DESIGN PRESSURE PRESSURE _ ?b" Elco Ultramn, 1-1/4" Min. Embedment 2 }" min edge FL 16177.1 IMPACT WINDOWS SH8100 PVC SINGLE HUNG CWS WINDOWS IMPACT distance. t max o.c. pert, max o.c. horiz, a" from bottom edgee, 6" from top edge, 4" from center line meeting SINGLE HUNG LOW-E 366 INSULATED , , rail, install 1 anchor at each location, no anchors required in sit EE ELEVATION PAGE +/- 70 PSF IMPACT tss° Elco Ultracon, 1-1/4" Min. Embedment 2 J' min edge FL 11103-R2 IMPACT SLIDING GLASS DOOR 8900 PVC SGD CWS WINDOWS LOW-E 366 INSULATED distance. 18" max o.c. vert, 12" max o.c. horiz, 6" from top edge, 4" from center line meeting rail, install 2 anchors at EE ELEVATION PAGE +/- 60 PSF each location, sill anchor spacing same as head 17184.14 RONT DOOR OPAQUE FIBERGLASS PLASTPRO }" T.C. 1-1/4" min, embedment 14" max O.C, 6" FROM EE ELEVATION PAGE + - 50 PSF / CORNERS, 4" & 8" from center line each side top, 1" & 4" 0913 16 - ll ' SCREWS AND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C. MAX AND 6" FROM +31.9/-35.6 CORNERS FL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER METHOD OF ATTACHMENT BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE MULLIONS SS SIDING 17-0406.06 HARDI CMU COMPLYING WITH P.STM C90 W/0 .14" SHANK BY 0.300 #HD BY 1 y' LONG ET&F BRAND STUD NAILS. DIRECT MOUNT TO BLOCK 12" O.C. SOFF -17 GR 2 E +23.6/-28.8 +70/-61.3 _ +23.6/-28.8 +65/-77 NOTE: ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES DATE: SPECIFIED BY CURRENT CODE PROVISIONS. NAME SIGNATURE DESIGN FIRM CERT. NO T-0" +35.7/ 39.0 smooth stucco I -38.0 SHINGLE ROOF +36.0/ 39.2 IRDSEYE SCALE: ill= " 1'-0 IX4 HARDIE 8'-l" Truss IX4CORNER can, .s..-�.,.�. 0 — �o Finish Floor DRAWING INDEX C1 COVER PAGE Al FOUNDATION PAGE A2 FLOOR PLAN A3 ELECTRICAL PLAN A4 EXTERIOR ELEVATIONS A5 HVAC PLAN A6 ROOF PLAN S1 ENGINEER DETAIL PAGE S2 ENGINEER DETAIL PAGE BUILIDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY II WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/-0.18 COMPONENT AND CLADDING ASO WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS: X APPROVED SHUTTERS_____BOTH____ MAIN WINDFACE 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 5 1� M _�_ M1 R 7ET _L W A T E R- A I R- L A N D 1040 Harbour Drake Dr. chrisbeers@byu.net 941-628-0635 Punta Gorda, Florida 33983 fax 413-687-901-5 �%% FESSIOryq'��, �O Z m CHRIST 'WE FII F_WFM : Q� JG i p 6, 1594 DATE ''rr,rrt�r� 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 Renderings Graphic Services Port Orange, FI (386) 256-8978 Port Charlotte, III (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesignstudio.com H M V to J d- � M Z J H LL• W OJ a � N O Ln 0- R W 1 04 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 1 DESIGN BY: I LBB 1 CHECKED BY: I TMB 1 JOB NO. nennrcnnwiniZrn REV DESCRIPTION W Z L (0 Q J U Y M LWu LL Y �WU m0X C 0 x Q 0 C C-) H 000 oy COVER SCALE: 1/4" = 1'-0" Per 1 IOF8 J 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 h N T 2)#5 BARS CONTINUOUS W125" MIN LAP & #5 • 1 VERTICAL BAR @ CORNER (SEE FOUNDATION PLAN) FOOTING CORNER DETAIL MINIMUM 12" T SLOPE 1 /6 MAX OF FOOTING a ., •r BELOW GRADE 16" / ` "MIN 2 #5 REBA �ti 6IN F 1 3" MIN COVER �� 3 TYP �..I 16"_�43" TYP MONO EDGE FOOTER FINISHED FLOOR ELEVATION R #5 REBAR CONTINUOUS F2 WEDGEANCHO `F'2 ,w / 16"X16^ / 6' .6 WIRE STEP FOOTER (2)#S REBAR MESH OR FIBER @ BRG. WALLS 4" CONCRETE SLAB Liao I F3 36 36 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. TYPICAL CONCRETE SLAB 20'-0" 15'-411 F3 -nI r---- I I I I I I I I ----------------J I I I I I O , , , i I I I I O N I LL N I W W I a a I Fl Om F1 I I I well pump pad 9'-811 6'-4" 4'-0" I I I I I I 81 ■ ■ ■ ■ ■ ■ ■ ■ LEI ■ ■ _______________ ___________N ------- __________ -------------------------- ____________ ___F______________-_______________i I ' 1 RECESS � I ' N I SLAB 1-1/2" I ■ I , ' I , ,I I , ' i 1 I I 1 I 1 I N N I ' FINISH FLOOR ELEVATION O I N j N ■ hl I , N I I I I ■ ' FI , I I I I I I I 5'-7 1/2 8'-61/2° 2'-6" 19'-3" I I I I I I , ' I I I I I I I -------------------- ----- --- ------------------ I ■ - O M ____ ■ 1 I I ' I - I ■ ■ _________ T1M L--------------- --------------------------- \y I -3- /2- , I 10'-02" 18'-SZ,I - P i NOTE: PROVIDE LINE FOR l rf I--- i I I ICE MAKER ■ =rj kD j O N I I L_____ RECESS S;IOWEA\ - TUB I FI ¢J¢ I I WK .-----� i F2 I l t I OI Lu EN I ' 28'-91' - 2'-4" Fl I ■ - N 00 1 12'--32„ I N 31'-111 T-5" 21 011 6 0 I I I I I ■ O . , I I OD 1 I I I N I I I _I EN I I I •I I RECESS ' SLAB 1-1/ ' 1 F2 F 1 _________________________________ ____________________--- _______ L------------------------- d ------- ------- ___________________________J ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ SLOPED RECESS AT GARAGE DOOR I h L I CFI) I - I Fl O 'L o_ li -is 1 I - O 0. 61-4„ 24 0„ Jam---� i F1 1- - ; - ■ ■ i"--------- i ■ ■ r--------------i ■ ■ F-4" I�:4 18'-01, AU TUB BATH 2 2" VENT C.O. S LAV `----------------'� 3„ JAL f 1 I .I I 2" VENT C.O. ; KITCHEN I J;L ' I I Lj 3 SINK WASH U TI L 2" ill DW I 4--------- 2" if T I 3" I _ I r � •� I I LAV • I 2" ` VENT C.O. 2" `+ I J� 2" , L_______L TUB ` L I ' Ill " 3";-----------L LAV I , i 2" WC I I i 3" / SHOWER I � I I I 3" MASTER BATH I I I l I I I 4" 4" 2 WAY C/O I I I I I V TO SEWER SYSTEM OR APPROVED SEPTIC SYSTEM PLUMBING RISER U.S. NOTE: PLUMBING CONTRACTOR TO VERIFY PLUMBING LAYOUT AND RISER DIAGRAM. PLUMBING CONTRACTOR TO VERIFY PLUMBING WALL LOCATIONS WA LIM EA "I W A T E R- A I R- L A N D 1040 Harbour Drake Dr. chrksbA�lrtiyu,net 941-628-0635 Punta Gorda, Florida 33983 ; `Q��SS, 4z fax 413-687-9013 DP etn fib � t _ OF CHRISTOPHERP. SEERS, P.E. FLORIDA I "'N I NO 64594 DATE im., 2 6 2017 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- _"4w BLUESTREAM DS DESIGN STUDIO Residental CAD Drafting Renderings Graphic Design Services Port Orange, A (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@ bluestrea mdesignstudio.com M m 1Wi M M � J Z �LL Ul U) ,., �U J O a� to 1- �- O Ln a M C Im Design and layout or concepts for this desilm 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 7119/17 DESIGN BY: LBB CHECKED BY: TMB JOB NO. MADISONKW3CA REV DESCRIPTION f P105/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 �W I Z U Y M W _j Y -0wv E 0 T U) �Qa O c 0 n. G N 0 A M F UUNDTION SCALE: 1/4" = V-0" 2OF8 lR -R TYPE DESIGNATION rF=FILLED WITH GROUT I0=0NFILLED (III rBGTTGM0FtF NTFIEME CAAVOIIIYFOR X)EDREMRAT 8F16-1 B/1T CASTCRETE PRECAST LGUANT"YOF%MFIEID NOMIHALWIDTH -3 ADDEDRIMARATTOPOF LINTEL SCHEDULE NOM$ A HEIGHT COMPOSITE W.INTEL'OR UPLIFT LOAD N FlaDADDEO REflW AT NPCFWMPO6nE U IN Ts MIN.I,IREVC _-, EAR • ,•' FIELD PLACE. c.M.u. g -�F GROUT AAA .EES_OA.OEDREMARAT For a5'-10" overall length U-lintel Type 8F16-IB/1T: MOrroM OF U.LIwrELCAWTv Safe superimposed gravity load =4360 PLF r�,AmUAL aorTGM REINFrnaxG Safe superimposed uplift load = 2080 PLF PRCVIDEDINO HTEL e xoMuuL vnDT (GEE RnNFOR(PIG SCHEDULE) Safe superimposed lateral load = 339 PLF Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load OY-8" 81716-1B-IT 6113 <1000 3060 <500 O4'-0" 8F16-1B-lT 6113 <1000 3060 <500 O 44'-6' 8F16-1B-IT 6113 <1000 2707 <500 O4'-6" 8F16-1B-IT 6113 <1000 2707 <500 O4'-8" 81716-111-1T 5365 <1000 2276 <500 O 5'-6" 8F16-IB-IT 4360 <1000 2080 <500 7 5'-10" 8F16-IB-lT 4360 <1000 2080 <500 O6-2" 8F16-IB-IT 3480 <1000 1868 <500 OTIP' 8F16-IB-lT 2661 <1000 1624 <500 10 T-6" 8F16-IB-IT 2661 <1000 1624 <500 11 G T-8" 8F16-1B-IT 1843 <1000 1136 <500 12 8'-01, 8F16-IB-IT 1843 <1000 1136 <500 13 9'4" 8F16-1B-1T 1843 <1000 1136 <500 14 10'4" 8F16-11B-1T 1533 <1000 916 <500 15 10'-81, 8F16-1B-1T 1366 <1000 800 <500 16 0 12'.8" 8F16-1B-IT 1075 <1000 607 <500 017'-411 0 8F16-IB-IT 950 <1000 405 <500 PRESTRESSED 18 18-8" 8F16-1B-lT 750 <1000 348 <500 PRESTRESSED 1(_3 DO 1 N 0 N I 1 I M Ceiling: 1/2" thick stucco on 3/8" hi -rib lath attached to horizofiai and vertical wood framing with nails or staples @ 8" d.c. to provide no less than 1-3/4" penetration into horizontal Food framing and 3/4" penetration into vertical wood framilig members Per ASTM C1063 and Stucco - ASTM C926 r SPOPSON HTS20 CONNECTED TO EACH TRUSS ALONGFRAMED BEARING WALLS U.N.O 16'-811 8'-811 Y-2It 0 SH 25 EGR cV p O o0 ro 13'-01/211 BEDROOM #2 8'-0" FLAT CLG N CLG 11'-6 1/211 N ti I I N In (V 8'-I" BRG WALL R-11 INSULATION 12'-4" 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. -10,1 II'-411 20y0" 171.4" 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 / 18 I I I I I I / I I I I I 16 ; LANAI ; 16 K-0" FLAT CLG AFF I I I 80 9'-0" 6-4 1, 3'-4" ;8 I I I I I I I I I I I I I I j 6068 BP SOD I I \ I I } I rn I I I N I I t_4 I n t-7 1/2' 1 ° BATH 2 I 8'-0" FLAT CLG - Pq N N 3068 2868 jI 3'-101/2" T-0" Y-712" I I II M II \ SLEEPING ROOMS PR OVIDI? AN EGRESS f WINDOW WITH A NE CLEAR OPENING i OF 8 SO, FT. FOR 3ROUND FLOORS, 6.7 SO, FT. FOR UPPER FLOORSP OPENINGS SHALL NOT BE LESS HAN 2d7H OR 20'W $ILL NOT MORE T9lAN 44" 'ABOVE FLOOR. I \� 161-711 % FAMILY ROOM \I w VAULT CLG f' \ \ r r r O \ \ � f N f a 0 v N u / \ / M \ / \ / W Z-5' 12'-411' 41-3" 111 I LA A 1 I Ham) N FAUX CU�ELO r I. IzI O SH 35 EGRESS (2) SIMP'. O HETA 20 V 51-5" 15'-4" LG l H 3068 ABOVE , t, 4IIIGI H TERT R&S P _____- II� 42"HI r KNEEW LL - I I x t ¢li ¢EwCiD ' '\ /I I z o'i �Xz%'' i l MASTER 11 8'-O" FLAT I c O _' oo WC ° II N I Zo \\ / O ' II N scsq o `v KITCHEN ; N [2" bN WH i HOOD `� VAULTCLG O II T-5It _ ." 6'- 2 4, OH 11 4'-7" LU 6'-5 1%2t, I!! 6'-7tt 20 MIN. FIRE RATED' O / O s N f '-4' '-5' I I 4''7I SELF CLOSING 1 ' ISLAND ' \ / .0 REF M i Fd.AT TOP M T\ f r- -- - - I Go +' KNEEVf''PLL 1-� Z12 X 54"_ I T y o 1 ATTIP�A ESS I Iry '�I ' 3'-8`,192' � I � 4'- 1/ II' � FIELD LOC'A4'E I CP f \ -' N \\ _ RECESS ¢ II W GARAGE o N m sk[owEd, W Q u NO 8'-0" FLAT CLG AFF ' N f �6 28' S'I 2'-32' 2t 4t1 i4' 3tt ,\ I 13'-Oil /2tt SINIPSON HTS20 X ,' r I z I II CONNECTED TO DING \` o ' LIVING OOM I -------------------------------------- EACH TRUSS d ¢ '-' ' 8'-0" FLAT CLG rn r 1 ALONG FRAMED --m i $ VAULT CLG - " BEARING WALLS I U.N.O I I GIRDER i fV i ;� / •-( '\ a , II r 1 1 1 \ (2) SIMPSON HETA 20 I 1 I 301-511 I PI POST I I I I r \ I I 1 I �CH¢NGE V ' SBviPSON u 5 I I 1 I 11 CHANGE i HETA 20 EV I' (2) 3068 ELEV " 8'X TOHD WX7'OHD ' 17 13 SIDE PORCH BEAM (1) CONC. LINTEL W1 4 COURSE BLOCK ABOVE SET BTM @ TIP' AFF TOP @ 10'-9" AFF 8'-01, 1 T-0" 3 F-4" 161-011 61'-8" 1 -1-1/2" Y 7 SH 35 EGRESS SIDE PORCH BEA ,,1II ' - 2-y1 ENTRY i i O Wi 4 Cot FLAT CLG AFF OIV-8" 12WOOD CLG - - 16"X16" c PL. BLK FRONT PORCH BEAM (1) -,ONC LINTEL (4) #5 REBAR VERT, W/ 2 COURSE BLOCK AB WE SET BTM @ 8'-9" ARE TOP @ 10'-9" AFF 7'-811 -4 2'-10" 4'-6" n11 I T-4" well pump pad BIfJF3 CONIC. LINTEL (BLOCK ABOVE BTM (, T-4" AFF 5'-0" v - � p Oq N F ti <1- WALL LEGEND SYMBOL REPRESENTS CMU WALL - 8" (U.N.O.) BRG. HT. @ 8'-0" AFF INTERIOR SIDE TO PAINTED SMOOTH FINISH EXTERIOR SIDE TO BE STUCCO COATED CMU ®CMU WALL - 8" (U.N.O.) BRG. 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.) BRG. HT. @ 10'-8" AFF 1/2" GYP. BO. OVER 1x2 P.T. FURRING STRIPS OVER SPRAY APPLIED FOAM INSULATION OVER 8" CMU WALL. EXTERIOR SIDE TO BE STUCCO COATED CMU CMU KNEEWALL - B" (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 2x4 WD. STUDS @ 16" O.C. ® ® BRG. PARTITION WALL - 6" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. SQUARE FOOTAGE LIVING 1,950 GARAGE 674 LANAI 240 ENTRY 90 TOTA 954 LIVING 15,600 C.F. BUILDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vosd 132 MPH RISK CATEGORY II WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/-0.18 COMPONENT AND CLADDING ASO WIND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE IMPACT GLASS: X APPROVED SHUTTERS___BOTH__ MAIN WINDFACE 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 W A T E R- A I R- L A t�,4,lrr 1040 Harbour Drake Dr. `*QR ri�u.net 941-628-0635 Punta Gorda, Florida 33O?HER * fax 413-687-9013 M - a® - A '; ATE OF �: 2 �ys'F�ORIDP 0 .•'(4J ` CISf iR09 BEARS, P.E. FLORIDA LI ENSE NO. 64594 DATE SEP 18 2017 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. SLUESTREAM ®S DESIGN STUDIO Residental CAD Dra%nq 30 Rendenn s U^`rap—Fiic Design ervices Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesionstudio.com Q CO CO uj U Ln J VO 1— M u_ Z W h U 0 0- 3: (n to -10 to a- LLJ in a../ W e.a 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 9/19/17 DESIGN BY: LBB CHECKED BY: TMB ]OB N0. MADISONKW3CA REV DESCRIPTION 1 PI05/19/17 2 P2 06/26117 3 P3 OW30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 �W Z 1` Q CO J U Y coLWLI _! rr U_ Y �WU in 0 0 C LU U Q �a eUh ormi0 FLOOR PLAN SCALE: 1/4" = V-0" 30F$ IR TO u ELECTRICAL DEMAND CALCULATION GENERALLIGHTING@3VA/FT=3VAX 1950 5850VA SMALLAPPLIANCE CIRCUITS 4500 VA DRYER 5000 VA WASHER 1500 VA DISHWASHER 1500 VA DISPOSAL 400 VA REFRIGERATOR 1200 VA WATER HEATER 4500 VA RANGE 12000 VA FANS 6@240 1440 VA EXHAUST FANS 3@240 720 VA OH GARAGE DOOR OPENER 600 VA GARBAGE DISPOSAL 480 VA WELL PUMP 900 VA POOL & IRRIGATION O VA 40590 VA 1ST 10,000 VA @ 100% 10000 VA REMAINDER @40% 12236 VA A/C- HEAT @65% 15000 VA TOTAL 37236 VA 240 VOLTS :CTRI CAL CONTRACTOR VERIFY ELECTRIAL CALCULATIONS 155.15 AMPS DSERVICE REQUIREMENTS USE 200 AMP SEF ELECTRICAL LEGEND ELECTRICAL SYMBOL Ceiling Fan Light Combo Rough -In n 11 t1 recess can It 13 recess can It vapor proof exterior light Ol standard Light Fluorescent tsr�i AC Disconnect t5 AC unit function 220V mzbw Disposal Outlet Exhaust Fan Outlet 220 V Prewire For GDO GDO Range J I IOV & 220V outlet mua cable tv outlet 0 dishwasher outlet Jl l Ov �muw dryer 220V outlet Olp electrical meter 8 electrical panel light �} outlet outlet gfi outlet wp pull chain light l -{ push button gdo f refrigerator outlet smoke and co detector SD CO split receptacle switch switch 3 way 3 telephone outlet washer outlet water heater junction 220v wall mounted 03 1 lightgi FIELD LOCATE METER & PANEL ROVIIUEv E:'E4(' iC: ^o! -^^ I BACIc.IS , S 1KlT;y tA, Ti PRy ARE."-ta A1N £4 ALL aL f?icliSa WIRE'O L1 S •Al ? !_c;)ID17Vr; OF ANY l3ETFi �HAY T flE AC-rjI/AT,o Ski PRIMARY SERVICE BY POWER CO. 200 AMP SIZE SERVICE 200 AMPS CONDUCTOR SIZE 2/0 CU METER CAN ONLY CONST. TYPE RESIDENTIAL 1. 200 AMP SERVICE 2. FIELD VERIFY RECEPTACLE LOCATIONS 3. DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS 4. ARE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET 5. KITCHEN OUTLETS TO BE Gn 6. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS 7. ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF NEC B. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR 9. ARE FOR GARAGE DOOR OPENER 10. ALL SWITCHES WITH DECORA ROCKER 11. ARE FOR VENTLESS MICRO —WAVE, OUTLET IN CABINET ABOVE, MUST BE HOME RUN 12. IF NEC, PRE —WARE FOR MINI SEWER ALARM BOX OR DOZER SEPTIC SYSTEM (FIELD VERIFY) 13. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR 14. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS 15. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIMES 16. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE CHANGES WITHOUT DOCUMENTS. 200 AMP OVERHEAD ELECTRIC SERVICE 1/2" riser pipe 200 ALUMINUM AMP METER DIFUSED DISC. PVC GROUNDING ELECTRODE CONDUCTOR SIZE #4 DISC. #14 COPPER TO LIGHTS & OUTLETS #10 COPPER TO WATER HEATER $8 COPPER TO RANGE DUAL ELECTRODES OR AGROUND RODS 8' APART TEST REQUIRED ELECTRICAL RISER NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ LAPPUCABI E PROVISIONS OF THE NATIONAL ELEC, COD, LOCAL CODES, AND THE LOCAL POWER CO. FALL;RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULT CTEDER NEC 2008-210.12 ALL RECEPTACLES TO BE RPRF WHERE REQ'D. BY NEC 2008-406.11 ELECTRICAL CONTRACTOR TO VERIFY ELECTRIAL CALCULATIONS AND SERVICE REQUIREMENTS 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. BLUESTREAN9 DS DESIGN STUDIO Residental CAD Drafting M�endee n s Graphic Design Services Port Orange, A (386) 256-8978 Port Charlotte, FI (941) 275-9931 www. bluestrea mdesignstud io.com CAD@bluestreamdesignstudio.c in Lf, 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. I DATE 1 7/19/17 I DESIGN BY: I LBB CHECKED BY: I TMB i JOB NO. I MAT)TQONIViA/4rAll REV DESCRIPTION 1 P1 05/19/17 2 P206/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 W Z sr $ X t W W }� �WC) 03®Uj U) e � /ay Ll C �✓ F.,e ^� M Q CD L� W lu ELECTRICAL SCALE: 1/4" = V-0" • FRONT PORCH BEAM (1) CONC. LINTEL SCORED BANE W/ 2 COURSE BLOCK ABOVE FLOAT FINISH SET BTM @ 8'-9" AFF WITH 2X8 TOP @ 10'4' AFT OUTRIGGERS 1X4 _ HARDI-PLANK SIDING BTM OF PORCH BEAM _ _ TYP _.-....--- OH 00 - FRO T LEVATION ZA +32.2/ 39.2 SCALE: 411 = 1v-011 1X4 CORNERS-„ FAUX 12 CUPELO 5� X iV ROOF VENTING CALCS PER FBC R806 TOTAL ROOF AREA 3491 VENTING REQUIRED 3491SFX144SQIN/SQ FTX11300SQINVENT/ SQINROOF = 1676SQIN 11.63666667 SQFTVENTILATIONREQUIRED 40% MINIMUM IN UPPER ROOF = 4.6546f7SQFTREQUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA =.72 SQ FT/4' VENT 7 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK = 5.04 SQ FT REMAIN DER TO BE ACHIEVED WITH VENTED VINYLSOFFIT 11.63666667 - 5.04 = 6.5967 SQ FT REQ' D AS PER MAN UF. SPEC'S VENTED VINYL SOFFIT IS 6,2 SQ I N/U N FT =.043 SQ FT P ER U N FT. TOTAL SOFFIT LF= 256X 0.043= 11.01SF SIDE PORCH BEAM (1) CONC. LINTEL W/ 4 COURSE BLOCK ABOVE SET BTM @ T-4" AFF TOP @ 10'-V AFF LEFT L SCALE: Ir = 11-( 12 5� RIGHT ELEVATION SCAT E: 411 _ 11—Cal 41-011 FAUX CUPELO SHINGLE ROOF SIDING +34.7/ smooth stucco TYP OH SHINGLE ROOF W/ NOTE: COMPOSITE SHINGLES ON 30# FELT OVER 7CDX(MIN.)SHEATHING w/8d RINGSHANK NAILS ® 6" THROUGHOUT 12 ROOFING - SEE TYP WALL SEC FOR DETAILS �5I—/ 1/2" CDX PLYWOOD ATTACH TO WD RAFTER W/ 8d RINGSHANK NAILS ®6'• O.C. E&F , yINYL- 1X4CORNER A FIU7I'ERS 1"X3" -__— _--_- P.T. 2X4 SUB FASCIA BD ATTACH TO - --- RAFTERS W/ (2) 10d NAILS EA. RAFTER -- ALUM. SOFFIT & FASCIA / I -PLANK -.- DING------- 0'-0"Finish Floor iJ141X7 HARDILAP SIDING W/ 1X4 TRIM /51.32" OR 10" COX HORIZ SHEETS OF PLYWOOD IX4 HARDIE NAILED TO STUDS W/ 8d NAILS 4" O.C. & EDGES +34.7/ 38.0 Finish Floor Finish Grade M" FLASHING KIM 2X4 STUDS 16" O.C. P.T. 2X4 SOLE PLATE ATTACH TO TRUSSES W/ (2) 3" LONG DECK SCREWS 0 EA, TRUSS 2X4 RAFTERS 0 16" O.C. 2X4 TOP PLATE SIMPSON STRAP Mrs 12 FASTENED W/ (14) INX1-1/2" NAILS EACH STUD TO SOLE PLATE & RAFTERTOPPLATE PREFAB ROOF TRUSSES 0 24" O.C. TYPICAL CUPELA DETAIL +36.9/ 40.1 REAR ELEVATION SCALE: a" = 11-011 FLORIDA BUILDING CODE RESIDENTIAL 2014 STH EDITION BASIC WIND SPEED: 1170 MPH RISK CATEGORY: 11 NOMINAL WIND SPEED (vasd): 132 MPH FLOOD ZONE: ZONE 31 INTERNAL PRESSURE: COEFFICEINT: +/-0.18 EXPOSURE CATEGORY: C STRUCTURALFORCES: FLOOR LIVE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PSF ROOF DEAD LOAD 25 PSF ROOF SLOPE: 5112 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 1: +21.9/-34.9 ZONE 2: +21.91-60.7 ZONE 3: +21.9/-89.8 ZONE 41 +38.0/-41.2 ZONE B: +38.0/-50.8 WINDOWS AND DOOR, WIND PRESSURE DESIGN LOADING WINDOWS: +36.91-48. r DOORS: +35.91-39.2 GARAGE DOOR: +32.2J-39.2 MEAN ROOF HEIGHT: 15 FEET W A T E R- A I R- L A N D 1040 Harbour Drake Dr. G1dkbgrj�/Lr.net 941-628-0635 Punta Gorda, Florida 33983 * F 0,41 fax 413-687-9013 F_C; n 0H1'RISTOF'h) R . FLORIDA L16eN,�IF , f34694 DATE Jill. 2 6 2017 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 effors or omissions on these plans. BLUESTREAM DS DESIGN STUDIO Residental CAD Draftin n eri s Grap is Design Services Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesig nstud io.com CAD@bluestrea mdesig nstudio.com Q J sYi Fes-+ M ( ) In J � F- Z LL LLi (,3 0 -i 0- F-: V) Ul I- O Ln CL 40 a• 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 7/26/17 DESIGN BY: LBB CHECKED BY: TMB JOB NO. MADISONKW3CA REV DESCRIPTION I P105/19/17 ��- 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 B 1f y •LU cu a CL + s SHEET A4 ELEVATION SCALE: 1/4" = P-O" JR -R M", 5OF8 O N O N N O 2 0 ry O O U U (h 0LU i U U v 1592# UPLI B09 9' 8" 4' 0" z B08 127" # UPLIFT 607 1284# UPLIFT 1297# UPLIFT B06 732# UPLIFT O N (V O 1305 O1 B 1550# UPLIFT 1176# UPLIFT 603 2035# UPLIFT yV� Q CJ1U 159# UI CJ3= O 217# 1 CJ5— D03= O D U U U U U U U W � N p, O >U� � 285#NUP\LIF�F 206# UPLIFT 206# UPLIFT 206# UPLIFT TO" 206# UPLIFT 206# UPLIFT 206# UPLIFT 71181# UPLIFT � � Q 2 rn m 1 31'41 N ANEW 2 O — 61' 8" 52' 0" 20' 0" 7 7 7 LU Lu � U U w w w 15' 4" .- U NN ►,1;►�ww_�I\�2wwa►w.�iMOw.el'ww_w.l►4��:.ww_wa►w. i►�ww_�. 10, go 110 1151 —. "•' 0004w_14!M_M, ,I N M � 'n J a N 61' 8" 0 Q 1 9 11 t UPL FT 13 5 1 —0 VO o Q Q Q •♦ ', '_ ♦ ♦ WIN. 2♦ _ :•• -ice♦ _ i � • ♦ 1 E02 w w r-W ^w U O 18' 0" (2)HETA 20 O NI) N I / 217# LIF1 /yll'// 28S# UPLIFT 206# UPLIFT 206# UPLIFT 206# UPLIFT TO" 206# UPLIFT 206# UPLIFT 206# UPLIFT_ 13' 0 1 /2" 206# UPLI 206# UPLIFT 206# UPLIFT- 206# UPLIFT 206# UPLIFT_ 206# UPLIFT 206# UPLIFT I T 0 1 /2" 206# UPLIFT 206# UPLIFT 285# UPLI 217# U V U U (2)HETA 20 O 12' 4" O O in Typical End Detail 17 PROPOSED ROOF PLAN 5/12 ROOF PITCH, 12"OVERHANG,PLUMB CUT FASCIA SHINGLE ROOF NOTE: GC TO VERIFY ROOF PITCH, OVERHANG AND ROOF FINISH CONNECTOR SCHEDULE NAILS-QTY&SIZE PER CONNECTION (10d NAILS ARE 1-1/2" LONG FOR CONNECTOR CONNECTOR UPLIFT FORCE LATERAL LOAD LATERAL LOAD PARALLELTO PARALLELTO SINGLE MEMBER TRUSS) BEAM F1 BEAM F2 TYPICAL TRUSS TO (1) SIMPSON 1810 340 725 (12) lOd X 1-1/2" O MASONRY WALL HETA20 NAILS EA. STRAP (2) SIMPSON (2)SIM (16) 10d X 1-1/2" 2500 t225 1520 NAILS EA. STRAP ADD 2X4 SCAB 12" LONG TO iPLY TRUSS 8-16d NAILS TYPICAL TRUSS TO SIMPSON 1450 --------- _ (24) 10d X 1-1/2" O WOOD FRAME BRG HTS20 NAILS EA, STRAP WALL (2) SIMPSON (48) 10d X 1-1/2" HTS20 2900 --._ ""--- --------- NAILS EA. STRAP TYPICAL TRUSS TO SIMPSON 3965 _------ __________ (22) 10d NAILS EA. 3 WOOD FRAME WALL MGT STRAP TYPICAL TRUSS TO SIMPSON 4940 TO GIRDER: 32-SDSI'0 4 O MASONRY WALL VGT TO WALL: 2-5/8 2 PLY (MIN.) PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 8• oYEPo.AP SPACE f� O —MINIMUM (2) IU PER JOINT "MINIMUM 2X4 SIP OR SPACED AT 15-0' MAK SPF TRUSS BF.ACNG CO TRUSS BRACING OVERLAP DETAIL o N.T.S. (0 j GC. TO PROVIDE BLOCKING TO COMPLY WrIH APA RECOMMENDATIONS FOR SPAN RATING OF 7/18' OSB Z LLw z NOTE: BIRDSEYE VIEW OR ROOF TRUSS LAYOUT IS FOR PERMIT PURPOSES ONLY. The roof truss layout or birdseye view of the roof depicted on these plans are schematic designs only. If found that the final truss manufacturer's layout drawings differ in configuration or bearing points from this plan, it is the responsibility of the general contractor to have said truss manufacturer's drawings reviewed and approved by the strilctural engineer of record, before the construction of the roof syatem. The drafting company and the engineer of record will not be held liable for any discrepancies between this schematic roof truss layout / birdseye view and the final manufacturer's layout. • • 4�i♦i�i♦i�i♦i�i♦i♦i�i�i�i�i♦i♦i�i♦i♦i♦i♦i♦i�i�i�i�i♦i� .�i�i�i�i�i�i�i�i�i�i�i♦�•�♦i♦i�i�i�i�i♦i�i�i♦i�i♦i♦ice Oi♦i�i♦i�i�i�i♦i♦i�i♦i♦i♦i♦i�i�i♦i�i♦i♦i�i�i�i�i♦i♦ �♦♦j ♦♦.♦.♦.♦♦♦♦♦.♦.♦.♦.i� F.♦.♦�♦♦♦♦♦♦.♦.♦♦♦♦♦.♦ ♦.♦.♦♦ i ♦♦j♦.♦♦♦.♦.♦.♦♦♦♦♦♦.♦♦f ♦♦.♦♦♦♦♦♦♦.♦.♦♦♦♦♦♦♦.♦ ♦♦♦ ...... ........... i '-A" MAX 20'-0' MAX ACE CONTINUOUS BO CHORD BRACING 2X4 N .SEE DETAL S 0 v 0 a W 4 o r J m Q o 0 'v W W SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING TAPE BOTTOM CHORD THAT MAY BE REWIRED GABLE END BRACING O 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRS• O.C. ROWMAXS FOR BRACING FIRST (4) ROWS OF TRUSSES (1 PERMANENT TRUSS BRACING REQUIRED (MIN.) N.T.S. 17 MI av $m W A T E R- A I R- L AND 1040 Harbour Drake Dr. sl` ObIiers@byutngt, 941-628-0635 Punta Gorda, Florida 33983 e ; ��t, fax 413-687-9013 sL ti FI " r e CHriISTOPHER' D.,4EERS,,P.E. FLORIDA LICENSE NO. 64594 DATE JUL P�— - 1,s� "t 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 DESTGN STUDIO Residental CAD Draftin en enn s Grap is Design 5ervices Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluesb-eamdesignstudio.com 0 J uj U Ln J r M � Z � ;� W O� 0— 3:Ln U) 10 Lr1 0- W v 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 7/26/17 DESIGN BY: LBB CHECKED BY: TMB LOB No. MADISONKW3CA REV DESCRIPTION 1 PI 05/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 ry W16- L Z M U Y L w >ch Y �W0 mO0Y a..� OfQd F- O C p G N 0 SHEET A6 ROOF PLAN SCALE: 1/4" = 1'-0" 6OF8 1 IF OVERHANG EXCEEDS 24" NOTE: LANAI AND ENTRY PORCH INTERMEDIATE BATTENS ARE CEILINGS ARE STUCCO FINISH REQUIRED 12" O.C. OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESS PRE-ENGINEERED WOOD TRUSSES WITH GALV. BEARING PLATES COMPOSITE SHINGLES ON #30 FELT OVER 12"MIN) - SHEATHING ALLUMINUM DRIP EDGE RINGSHDANK NAILS AT 6" O.C. W/8d 26 GAUGE (MIN.) THROUGHOUT ATTACH WITH ROOF NAILS AT 12" O.C.; STAGGER WITH 12" OVERHANG FASCIA NAILS 26 GAUGE (MIN.) ALUMINUM FASCIA OVER 2x4 END RAIL; ATTACH 2x4 TO TRUSSES WITH (2) 12d, FACE NAILED ATTACH FASCIA WITH ROOF NAILS AT 12" O.C.; STAGGER DRIP EDGE NAILS VINYL IOFFI PERFORATED VINYL SOFFIT- ATTACH TO WALL WITH 'IF" CHANNEL USING "T NAILS" AT 16" O.C. (MIN. 5/8" LENGTH) AND TO FASCIA BOARD AND BATTEN WITH 0.12" DIAMETER 1-1/2" LONG, SMOOTH SHANK NAILS (I.E., 4d ROOFING COIL NAILS) AT 12" O.C. HURRICANE STRAP @ EA. TRUSS; ALL STRAPS TO TRUSSES SHALL BE AS DESIGNATED ON PLANS VERTICAL REINFORCING - SEE PLAN FOR LOCATIONS. 1- #5 RE -BAR TYP. UNLESS NOTED. FILLED W/ 3000 PSI CONC. STD. 900 HOOK TOP & BOTTOM MIN. 25" LAP. PROVIDE INSPECTION HOLES. WINDOW 8"x8"x16" CONC. BLOCK — DECORATIVE CEMENTIOUS COATING (1) COURSE 9" BILK GRADE SHALL BE —4" BELOW FINISH FLOOR LINE •I • BAFFLE/VENT IINSULATION R-30 OR PER ENERGY CALC'S 5/8" DRYWALL OR 1/2" CO. BOARD CLG. SINGLE 8" U-BLOCK WITH (1) #5 RE -BAR TOP CONTINUOUS IN EACH U-BLOCK _ BLOCK FILLED INJECTED FOAM INSUALTION 1/2" DRYWALL OVER 1x2 P.T. WD. FURRING WOOD BASE 4" CONC. SLAB, 2500 PSI, W/ FIBERMESH OR 6X6X10/10 WWM BN A 6 MIL VIS UEEN VAPOR ARRIER W/ TAPED & LAPPED JOINTS, OVER TERMITE TREATED, WELL POMPACTED EARTH 16"W X 16"H CONC. FOOTING %iN1// N1//'// �/ �/ �/ �/ N/ ,. FILL MUST BE CLEAN AND W/(2) #5 BARS CONT. ��i\�%jj�%�� COMPACTED TO A MINIMUM (OR AS NOTED ON FIND. PLAN) OF 95% OF THE MODIFIED Tvnir+ A I 1A/A I I 0Cf'N-r1 IAIPROCTOR MAXIMUM DRY DENSITY NOT TO SCALE TRUSS CONNECTOR NOTES: 1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP AT EACH TRUSS TO TIE -BEAM CONNECTION, UNLESS NOTED OTHERWISE. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings must be installed. Sher -Crete flexible concrete waterproofer or equal. X2 P.T. FURRING\ / 1/2" DRYWALL 1X2 P.T. Ci C WINDOW FRAME ATTACH TO CONC. BLOCK THROUGH WOOD WINDOW BUCK W/ 3116" X 2-3/4" TAPCONS. FILL ALL HOLES. 1-1/4" MIN EMBEDMENT .1X4 P.T. WINDOW BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 18" O.C. VERT �TYP. STUCCO WINDOW ATTACHMENT DETAIL NOT TO SCALE F1 X2 P.T. SIMPSON HETA18 EACH END OF EACH BEAM PROVIDE SIMPSON HTS20 HURRICANE TIE AT EACH TRUSS CONTRACTOR TO FILL LAST CELL SOLID WITH CONCRETE AND _ (1) #5 BAR VERT. FOR FRAME WALL ATTACHMENT 2X STUDS SEE WALL SECTIONS FOR APPLICABLE WIDTHS AND STUD SPACING 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE RESIDENTIAL 1/2" X 8" WEDGE ANCHORS @ 32" O.C. - W/ (2) WASHERS & NUTS STRAP DBL TOP PLATE TO EA. STUD USING SIMPSON SP STRAPS. ADJUST THE STRAP SIZE TO MATCH STUD WIDTH. CONCRETE FOOTER MASONRY TO FRAME BEARING WALL CONNECTION NOT TO SCALE SEE FLOOR PLAN FOR BEAM SPEC. BEAM - SEE FLOOR PLAN FOR SPECS TYPICAL BLOCK WALL ALTERNATE HOLDOWN: USE (2) SIMPSON MSTAM24 WITH (9) 10d AND (5) IAN2-1/4" TITENS ENTRY CMU COLUMN/HEADER NOT TO SCALE ZTYP, STUCCO FILLED BLOCK 1#5 FOIL CAS 1X2 P.T. FURRING 1/2" DRYWALL EXT. SWING DOOR 1/2" DRYWALL ATTACHMENT DETAIL NOT TO SCALE (4) 10d EACH SIDE OF 2x4 TO BEAM 10d AT 4" O.C. BOTH SIDES �— SUPPORT COLUMN BUILT-UP 2x4's OR 4x4 POST (2) SIMPSON HETA18's W/(10) 16d EACH TO POST TIE BEAM BEAM - SEE TYPICAL SECTION AT BLOCK WALL TAPCON SCREWS #10 X 3" @ 16" O.C. OR 1/2" DIM. X 5-1/2" LIS. REDHEADS W/ 2" DIM. X 1/8" WASHER STUD ALONG BLOCK WALL TO BE P.T. (4) SIMPSON STRAP LSTAI5 FASTENED W/ (12) 10d NAILS EACH GENERAL NOTES: 1) FINISHED FIRST FLOOR ELEVA770N IS ASSUMED AT 0'-O" - VERIFYACTUAL ELEVATION WITH THE ENGINEER'S SITE PLAN 2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER IMMEDIATELY OFANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN DATA AND COMPLIANCE CODE CITED. 4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION, 5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OFALL ROOF, WALL AND FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER, 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF SUPPORTING DURING CONSTRUCTIONAND REQUIRE TEMPORARYBRACING UNTIL PERMANENTLY APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND SPECIFIC41770NS, OR ARE SUPERVISED BY THEARCHITECT DURING CONSTRUCTION. 7) ALL MODIFICA77-ONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. DEL 2" X 12" WOOD BEAM -4"X4" WOOD POST CENTERED ON CBS WALL CBS WALL POST CONNECTED TO CBS WALL W/ SIMPSON ABU44 FASTENED W/ 1/2" X 6" TITEN HD AND (12) 6d NAILS INTO POST WOOD BEAM TO CBS WALL ATTACHMENT (3) „ A.B. W/6., MIN,EMB. SPACED EQ, W/2" HEADER AT RAISED ENTRY/CMU WALL WASHER OR (4) 2 X 4-1/2 NOT TO SCALE WEDGE ANCHOR 1X8 P.T. DOOR BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 4" FROM EACH END AND 18" O.C. (SINGLE LEAF) & 12" O.C. (DEL LEAF) BRICK MOLDINGS HINGED SWING DOOR DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS @ 6" EACH END & 18" O.C. (SINGLE LEAF) & 12" O.C. (DEL LEAF) 1X2 P.T. FURRING DOOR FRAME /16" ATTACH TO COBLOCK THROUGH WOOD DOOR NOMINAL VERTICAL #5 BUCK W/ 3116" X 2-3/4" TAPCONS. REBAR (TYP.) FILL ALL HOLES. 1-1/4" MIN EMBEDMENT a " z o ,a^' • CONCRETE FILLED CELL z o 8"x16'CMU - - 1X6 P.T. DOOR BUCK - ATTACHED W/ 1-1/2" "T" NAILS TYP. STUCCO @ 18" O.C. VERT $ttX 16" C.IVI. U. DETAIL S.G.D. AT-FACHMENT DETAIL NOT TO SCALE NOT TO SCALE [NIMUM 2x4 LOSS BRACING EE PLAN FOR DCATIONS) (3) 12d NAILS PER JOINT L CONTINUOUS BOTTOM CHORD BRACING 2x4 MINIMUM CROSS BRACING DETAIL (TYP.) NOT TO SCALE NOT TO SCALE 2—#5 BARS CONTINUOUS w/25" MIN LAP & 1—#5 VERTICAL BAR AT CORNER 2X6 BLOCKING FOR 2x6 PT with 1/2" x 7" wedge anchors with square washers BRACKETS MOUNTING BRACKET FOR GLIDE ROD • CLIP EACH TRUSS (SEE FLOOR PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE STUD ANCHORING: ' STUD TO TOP PLATE, 7/16" OSB W/8d SIMPSON SP4 OR SP2 COMMONS @ 6" ON 1 EDGES & 12" IN FIELD 2x4 SYP @ 16" O.C. TO 48" HIGH i 2x6 SYP @16" O.C. 48" TO 72" IN HEIGHT I SIMPSON SP4 OR SP1 OR USP TP4X FROM 2x4 P.T. i STUD TO BOT. PLATE i LINTEL I - 1/2"x8' WEDGE ANCHOR AT 32" O.C. ;. 8" CMU WALL KNEEWALL DETAIL NOT TO SCALE Ln LO N N LO Ln N _ V ` 16" FOOTING AT CORNER 2x6 P.T. S.Y.P. BUCK �:tt / ONE 1/2" x 1-5/8" LAG SCREW PER TRACK BRACKET MOUNTING BRACKET FOR AS PER MANUFACTURER SPRING WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.) 1/4"TAPCON TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK INTO CMU; MIN. INSTALLATION DETAIL N.T.S. LENGTH OF 4" GARAGE DOOR BUCK INSTALLATION USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION WITH A MINIMUM OF FOUR 112" 0 WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK WITH 3" WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO AND SPACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS AT 4" O.C. GARAGE OVERHEAD DOOR CONNECTION NOT TO SCALE BARS PER PLAN w/25" MIN LAP 8" BEAM CORNER DETAIL NOT TO SCALE DETAILS AND NOT TO SCALE SPECIFICATIONS W A T" E F2 1040 Harbour Drake Dr. chrisbedrs�lrfste°, 941-628-0635 Punta Gorda, Florida 33983 �q °-lax 413-487-9013 . Tom, �r ° Do a JJ iE or ;'. HEAD %Q °°•�<C� P •°• Q: CHRISTO PHER°I1. �( BUCK ABOVE GARAGE e o DOOR OPENING: ATTACH FLORIDA LICENSE'dVOr.IC94` CONCRETE NAILS 0 4" O.C. DATE JUL 2 6 2017 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 e ens rap is Design bervices Port Orange, A (386)256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@bluestreamdesignstudio.com 0 m LU u In J M F_ J Z Li Q LU U-) f— U O 0— V) U) E- 0 In a G.J Z U w k M N 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 7/19/17 DESIGN BY: LBB CHECKED BY: TMB JOB NO. MADISONKW3CA REV DESCRIPTION 1 PI 05/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 � W ' z is J U M W W LL W (.) to t �¢a Q) cUI— ® M oN0 E1ILL SHEET Sl STRUCTURAL SCALE: Custom 90F8 IR -R TRUSS: SEE ENG. TRUSS LAYOUT - H10A CONNECTOR TRUSS TO KNEE WA DOUBLE 2"X4"W a TRUSS: SEE ENG. Q:!!! H10A TOP PLATE a TRUSS LAYOUT > W Q DOUBLE 2"X4" LSTA 16 @ a TOP PLATE 32" O.C. ' w W 2"X4" FRAME W a WALL SPACED oa, < W 16" O.C. W 1/2" X 8" WEDGE ANCHORS @ 32" O.C. W/ (2) WASHERS & NUTS SPH4(OR SPH6) PLATE 2,X4" P.T. ANCHORS @32 O.C. BTM PLATE 4" CONC. SLAB (TYP.) VERIFY STEP. IV n SEE FOUNDATION i\//\////////, � � a PLAN FOR FOOTING COMPACTED FILL SPECIF'CATIONS ACTUAL CHANGE IN BEAM ELEVATION DETERMINED IN FIELD NOT TO SCALE 25" MIN LAP L WALBEAM BLOCK \ SEE L SECTION FOR .DETAILS ORIZ REBAR IN BEAM BLK EE TYP. WALL SECTION FOR DETAILS #5 HORIZ REBAR IN BEAM BLK SEE TYP. WALL SECTION FOR DETAILS DBL BEAM BLOCK SEE WALL SECTION FOR DETAILS #5 REBAR VERTICAL HORIZ REBAR CORNER BENT IN "L" CONFIGURATION FOR MIN. LAP ON VERT. REBAR CONNECT TRUSSES TO LOAD BEAR WALL AS NOTED ON `HE PLANS. (2)2xl2 HEADER OR AS NOTED ON THE PLANS (2) SIMPSON "LSTA21" STRAPS PER SIDE PER HEADER 1/2" 0 WEDGE ANCHORS, 8" - DEPTH WITHIN 6" OF STUDS; & 32" O.C. FOR REMAINING WALL W/3" HOOK AND 3" 0 WASHERS. NOTE: ALTERNATIVE HOLDDOWN IS SIMPSON "HTT4" ATTACHED TO STUDS. PER SIMPSON NOTE: (2 PER STUD. NOTE: (2) JACK STUDS & (1) KING STUD (MIN) a as a CONCRETE FOUNDATION d AS NOTED ON PLANS c e.. a C . 4 FRAME BRIG. WALL W/ OPENING TYPICAL CONNECTOR DETAIL NOT TO SCALE WIRE LATH 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members ' r) PRE -MANUFACTURED CHANGE IN BEAM BLOCK t TRUSSES ELEVATION DETAI NOT TO SCALE 2x4 LOOKOUTS 24" O.C. (TYP.) UP TO2'O. AND AT HEIGHT HARDI SIDING OR TEXTURED CEMENT FINI ON METAL LATH & FELT PER ASTM C1063 _ 10d NAILS @ 6`( INTO 2x6 PLATE 8" U-BLOCK WITH WITH (1) #5 RE -BAR TOP CONTINUOUS VERT. REINF. SEE PLAN 2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT W/TWO 10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN 12" OVERHANG) OTHERWISE TOE NAIL W/TWO 10d NAILS TO GABLE TOP CHORD USE USP HCLH (or L) OR SIMPSON H4 CONNECTOR AT ALL ENDS OF CROSS /) BRACING - DO NOT TOE NAIL 2x4 "T-BACK" BRA( AT VERTICALS TAL THAN 48" FASTEN 10d NAILSI @ 6" 0. BLOCKING @ M GABLE END USE USP HCLH (o L) OR SIMPSON H4 CONNECTOR AT ENDS OF CROSS BRACING - DO NJIL TOE 2x6 P.T. (MIN.1 ATTACH TO BEAM W/ 112"O x 8 ANCHOR BOLT AT 3 O.C. w 2"0 WASHERS, OR 3/16"0 T PCONS WITH 1 MINIMUM EMBEDMENT AT 12" O.C. i'EMBEDMENT -8" CMU WALL 1/2" DRYWALL CONVENTIONAL GABLE END CONNECTION DETAIL NOT TO SCALE 2X4 STUDS SEE WALL SECTIONS FOR APPLICABLE WID'T AND STUD SPACING @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE RESIDENTIAL NOTE: BEARING WAI INTO BLOCK W WITH WEDGE VERTICALLY 1 4T GO ATTACH FRS 32" 4 O m a ° a t HS CONCRETE FOOTER NOW BEARING WALL CONNECTION NOT TO SCALE 100 GENERAL 100.1 MATERIALS 100.1.1 MASONRY UNITS - CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL COMPLY WITH "SPECIFlCTION FOR MASONRY STRUCTURES" ACI 530.1/ASCE 6-05/1MS 602-05: PART 2 & 3 100.1.2 MORTAR - SHALL BE EITHER TYPE M OR S IN ACCORDANCE NTH ASTM C 270 100.1.3 GROUT - SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 111NCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 100.1.4 CONCRETE - SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI 318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE PER ACI 318, SECTION 5.10. 100.1.5 REINFORCING STEEL - SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE PITH ASTM A 615, A 616, A 617, OR A 706. 100.1.6 METAL ACCESSORIES - JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES. 2. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 3. ASTM A 366 FOR SHEET METAL ANCHORS AND TES. 100.1.7 GALVANIZATION - METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- TION AND NOT DIRCTLY EXPOSED To THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641. CLASS 1. 100.1.8 FASTENERS AND CONNECTORS - UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS. FOR EXAMPLE, BD = 2 1/2 INCHES LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 100.1.8 WOOD FRAME MEMBERS ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. ALL LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE, OR S-P-F, GRADE 2 OR BETTER NTH A MINIMUM Fb OF 1700 PSI. 100.1.8 WOOD LVL BEAM MEMBERS ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL STRENTH, Fb, OF 2.850 PSI AND MODULUS OF ELASTICITY, E. OF 2,000,000 PSI. 100.5 FRAMING NOTES 100.5.1- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM C-D PLYWOOD SHEATHING OR OSB. 100.5.2- ALL ROOF SHEATHING SHALL BE STAGGERED NTH THE LONG DIMENSION PERPENDICULAR TO THE FRAMING. 100.5.3- NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1) 8d RINGSHANK NAILS FOR ALL SHEATHING UP TERU 1/2" THICK AT 6 O.C. THROUGHOUT; AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" THICK. NAILING SHALL BE 6" o.c. AT EDGES AND 12" o.c. INTERIOR. 100.5.4- ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6" STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2' x 8" STANDARD WEDGE ANCHORS AT 32" o.c. 100.5.5- AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS REOURIED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM SHALL HAVE CONSISTENT UPLIFT VALUE. 100.5.6- WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PUES IN THE GIRDER. 100.5.7- TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 101 FOOTINGS AND FOUNDATION 101.1 DESIGN 101.1.1- TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE FOUNDATION PLAN AND THIS SHEET. 101.1.2 A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED NTH A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSINC THROUGH. 101.2 CONSTRUCTION 101.2.1- THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES. 101.2.2- FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 101.3 FOOTING DOWELS ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY' PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16" TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS, PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH OF THE JOINT. ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY' PRESSURE TREATED WOOD. 'WIDTH SHALL BE SUFFICIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1-3/4' NAILS AT 16' O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16' TAPCONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS DEADBOLT SHALL BE TITAN 780 SGL CYLINDER (OR EQUIVALENT) W/ 2-3/8' BACKSET 039" FROM TOP OF SLAB. LOCKSET $HALL BE TITAN 720H SGL CYL (OR EQUIVALENT) W/ 2-3/8" BACKSET 0 44-1/2' FROM TOP OF SLAB. USE 4-1/2" X 1-5/8" WOOD LOCK BLOCK 0 EACH LOCK PREP. GENERAL NOTE FOR OPENINGS: WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU OR TIE BEAM. TYPICAL CORRECTION NOTES 1) ONE SIMPSON RFB#4x1O MAY BE SUBSTITUTED FOR 1/2" ANCHOR BOLTS WHEN NECESSARY 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (7) 10d I TRUSS AND (4) 1/4'xt-3/4' TTEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 870 LEIS USE SIMPSON HTSM20 WITH (10) Ind NAILS IN TRUSS AND (4) 1/4'x1-3/4" TTEN FASTEN[ IN CONCRETE FOR UPLIFTS I TO 1175 LBS; 3) MISSED DOWELS - SET 5/8" DIAMETER, 33' LENGTH DOWEL INTO 3/4"x 8" HOLE; SET IN SIMPSON SET EPDXY OR EQUIVALENT. 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN UEU OF THE 6x6x10/10 WELDED MARE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. 100.2 MASONRY WORK, GENERAL SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL 100.2.1- BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLD MASONRY SHALL BE FULL HEAD AND OrD JOINTS. 106 OPEN STRUCTURES 100.2.2- 106.1- BED JOINTS SHALL BE 3/8 INCH (+ 1/1 INCH) THICK. HEAD JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK. COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE MAXIMUM COLUMN 100.2.3- HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM 1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR OF t/4 INCH TO A MAXIMUM OF 3/4 INCH. 8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES. 2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL 100.2.4- BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND BE 1-1/2 INCHES OVER THE COLUMN TIES. CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 106.2- 9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. BEAM AT THE TOP SHALL BE AS FOLLOWS: 1. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT 100.2.5- AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY 2. 8x16 I8 NCHCOLUMN;STANDARDHOOKS (ONE INEACH EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER CELL) AT THE BOTTOM A5 THE BOND THE EN INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCHH MEN 3. 1202 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD NOT EXPOSED TO EARTH OR WEATHER: 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM 100.3 REINFORCING STEEL GENERAL THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, 100.3.1- AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EA* SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED IN A CORNER. MASONRY CELL OR BOND BEAM, ONE NO, 7 BAR MAY BE 106.3- SUBSTITUTED. LATERAL TIES OF A MINIMUM SHALL BE USED TO ENCLOSE 100.3.2- VERTICAL COLUMN REINFORCEMENT AS FOLLOWSR WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, 1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST THEY MAY BE BUNDLED. NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN. 100.3.3- 2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT. SPLICES SHALL BE LAP SPUCES. 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN LINE 1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING -HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR NO. 5 BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE BARS AND 7 INCHES FOR NO. 7 BARS: -HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT 2. SPUCE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5 IN THE BEAM ABOVE BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25 107 WINDOWS INCHES, AND TWO N0. 5 BARS WITH ONE N0, 7 BAR SHALL BE A MINIMUM OF 35 INCHES. ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND 100.3.4- ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF: 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS 1. ALL REINFORCEMENT IS BENT COLD, AND MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1 BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO DEMONSTRATING COMPLIANCE OATH THESE SPECIFICATIONS. ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY lO6 DOORS EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS TO 6 INCHES OF VERTICAL BAR LENGTH. OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. 100.4 COVER OVER REINFORCING STEEL WINDOW, EXTERIOR DOOR AND PANEL CRITERIA 100.4.1- THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING SGD, DOORS AND PANELS IN REGARDS TO COMPUANCE WITH FLORIDA BUILDING CODE BARS SHALL BE 3 INCHES IN FOUNDATIONS WHERE CONCRETE SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT MEN INSTALLED EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS. 2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW f00TINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON- CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED. 100.4.2- FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS OF BAR SIZE. 100.4.3- FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS EX- POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE: 1 1/2 INCHES FOR NO. 5 BARS AND SMALLER, 2 INCHES FOR NO. 6 BARS AND LARGER. 100.4.4- REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. 100.4.5- REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN: 2 INCHES FOR MASONRY UNITS WI FACE EXPOSED TO EARTH OR WEATHER. 1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 602.2 OF THE FLORIDA BUILDING CODE 5TH EDITION ADDITIONAL GENERAL & STRUCTURAL NOTES 1, CONSTRUCTION METHODS SHALL COMPLY OATH ALL STATE AND LOCAL CODES. 2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS, DETAILS, AND/OR ANY OSCREPENCIES PRIOR TO CONSTRUCTION. 3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS. 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5 VERTICAL RE -BAR. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE (2) 2x12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER THAN 6' USE (2) 202 BEAM AND (3) FULL LENGTH STUDS AT EACH END. CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. 7. Buildings shall be constructed In accordance with the provisions of the climatic and geographic design criteria as limited by the proAsi@hs of this section. Additional criteria shall be set forth in Table R301.2(1) of the Florida Building Code 2014 5th edition. 8. Flame spread and smoke index for wall and ceiling finishes shall be in accordance with Sections R302.9.1 through R302.9.4. 9. Flame spread and smoke -developed Index for Insulation shall be In accordance with Sections R302.10.1 through R302.10.5. 10. All gypsum board materials and accessories shall conform to ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C 1278, 0 1396 or C 1658 and shall be installed In accordance with the Provisions of this section. Adhesives for the installation of gypsum board shall conform to ASTM C 557. 11. Ceramic tile surfaces shall be Installed in accordance with ANSI A108.1, A1o8.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 and A137.1. f W A T E FZ - A ,I FR,: - L A N ID I r " 1040 Harbour Drake Dr. CtN;�tgsf .7 {�, 941-628-0635 Punta Gorda, Florida 33983 pop o ' •• * fax 413-487-9013 Z (p ; O �'• STATE OF Q C �6 '• ��ORIOW • 0� 'HRISTOPHEF{bJ6 FF�`p.E. FLORIDA LICENSE NO. 64594 SEP 1 8 2017 DATE 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 3CD Ren enn s 2p is Design rvites Port Orange, FI (386)256-8978 Port Charlotte, Fi (941) 275-9931 www.bluestrearndesignstudio.com CAD@bluestreamdesignstudio.com M Uj _J a _J M Z J LL L O J a� U) Cry H- O Ln CL j1d 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 9/19/17 DESIGN BY: LBB CHECKED BY: TMB JOB No. MADISONKW3CA REV DESCRIPTION 1 PI 05/19/17 2 P2 06/26/17 3 P3 06/30/17 4 P4 07/05/17 5 P5 07/07/17 6 P6 07/17/17 7 8 W a Z aTS J U Y LLI y -0 Lu U n O p W Of O U) U SHEET SZ STRUCTURAL SCALE: 1/4" = V-0" JR TO [ 10OF8 j I Job #: Rambo Performed by Scott Pingleton for: Rambo 2300 C@noe Creek Lane Fort Pierce, FL 34981 ProCalcs, LLC P.O. Box 882032 Port Sai nt Lucie, I= L 34988 Phone: 772-88�-5700 www.ProCalcs.Net Pr0Qalcs@gmail.com Scale. 3/16" ® 1°0e® Page Right -Suite@ Universal 2017 _ -. -.