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Home My WebLink AboutBuilding PlansrxlKt rRV1v1 I GI.LVj%I iVlr ' SCALE: 111 1-0 11 STOM MODEL FOR. i ROZA BUILDERS, INC. VERMONT SD STEVEN DUNN 0 SLASH PINE TRAIL FT. PIERCE, FL 34951 WINDOW DOORCHAFIT VERMONTSD ROUGH OPENING SIZE UNITDIMENSION W H W H UFACTOR SOLARHEATGAIN (INCHES) (INCHES) (INCHES) (INCHES) 13080€NTRY 20468ATHERMATRU 38-3/8 98-2/2 37-5/8 98 0.14 0.01 5 SH25 FL 16177.1 IMPACT CWS 37-3/4 63 37 63 0.31 0.19 114 SH2S FL161771IMPACT CWS 74-7/8 63 74-1/8 63 0.3 0.19 1 SH H32 FL161771IMPACT CWS 27-1/4 26 26-1/2 26 0.3 0.21 SH24 FL 16177.1IMPACT CWS 37-3/4 505/8 37 50-5/8 0.3 0.21 15068 SGD FL 11103.1 IMPACT CWS 61-1/2 80-3/4 59-1/2 79-1/2 10.33 10.26 2SH35 FLU103.1I pAcirms 53-7/8 63 53-1/8 63 10.3 10.21 132"XW'TRANSOM FL11103.11 PACTCWS 34 112 32 10 10.28 10.21 12868 120468.4THERMATRU 34-3/8 82-1/2 33-5/8 82 10.14 10.01 ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT OWNERS NAME } CONTRACTOR GR02A BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953 OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FD(ED GLASS, WINDOWS & SKYLIGHTS FL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENT BUILDING 0 I N PR UCi GN PRESSURE PRESSURE FL 16177.1 IMPACT WINDOWS SH8100 PVC SINGLE HUNG CWS WINDOWS IMPACT J" Tapoons, 1-1/4" Min. Embed in SEE ELEVATION PAGE +/- 70 PSF SINGLE HUNG IMPACT LOW-E 366 INSULATED Head & Jamb, in all mfg. holes IMPACT r Tapoons, 1-1/4" Min. Embed in SEE ELEVATION PAGE +J- 60 PSF FL 11103.1 IMPACT SLIDING GLASS DOOR 8900 PVC SGD CWS WINDOWS LOW{ 366 INSULATED Head & Jamb, In all mfg. holes ?r" T.C. at 14" O.C. 1-1/4" EMBED AT SEE ELEVATION PAGE '0 PSF 50 PSF 20468.4 FIBERGLASS FRONT DOOR T}IERMA TRU 6" FROM CORNERS +/- 45 PSF 17-M19.12 GARAGE DOOR 16'W am/811 DAB P AG ANGLE TO HAVE (3) & x 1.5/8' Las SCREWS AND DOOR BRACK rTO HAVE LAG SCREWS 24" D.C. SEE ELEVATION PAGE +27.0/-30.0 GARAGE DOOR 8'W 8241811.: DAB MAX AND 6" FROM CORNERS FL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER -' .METHOD OF ATTACHMENT BUILDING DESIGN PRODUCT DESIGN PRESSURE PRESSURE MULLIONS R--9520.1 - METAL ROOF SHINGLE ROOF 16-0329.13 IKO 6 ROOFING NAILS PER TAB, CLASS F OR H SIDING SOFFIT FL23352 Ply Gem Siding Group 2X4 BRACE AT CENTER OF PANEL - L.. +23.6/-28.8 +701-61.3 HURRICANE PANELS - LESS THAN 5'-T' SPAN HURRICANE PANELS S' 7" SPAN OR MORE - FLORIDA METAL PRODUCTS, Apply roofing cement to the underside, flack and side flanges of the roof vent. Cement should be }° thick and ROOF VENT FL-23580.3 INC. extend 2" onto roof undedayment 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 MGNATURE DESIGN FIRM CERT. NO BIRDSEYE SCALE: $rt = 11-019 TOP OF WINDOWS TO FASCIA=11-3/16" +/- W/2X4 END RAIL REVISION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY ;7 ��M, W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 `- r I s t O p rie r Dtgrta(ly signed by Christopher a l n la DN c= FS U5,o=ldenTrustACUnaffiliat c Individual, cn=Christopher D Beers, 0.9.2342.19200300.100.1.1=A0109800 �r 1 R ° Beet' ( 00163D5C505KO0009BOA ✓ Dater 2020.03.24 08:40:00 -04'00' CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO.64594 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. Bluestteant Design Studio will not be held liable for any errors or omissions on these plans. -aidu BLUESTREAM DS DESIGN STUDIO Residental CAD DIraffing 3D Ren Brings Graphic Desgn Services Pon: Orange, FI (386)k256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignsLudio.com CAD@bluestreamdesignstudio.com ra W U in Z J u- Q� (Qjj W N ® .J d •-I L62 v Z cn !n m Design and layout or concepts for this design were provided to Bluesheam 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 3/13/20 DESIGN BY: LBEI CHECKED BY: TMB JOB NO. VERMONT SD Pe REV DESCRIPTION I PI09/27/19 2 P210102/19 3 P310125/19 4 P411106119 5 P5 02(26/2020 6 P6 03/11/2020 7 8 J U)�} _! ZWU.. Z Lij 0CLr) o >gEL d > ccnC)L SHEET C1 COVER SCALE:1/4" = 1'-0" 1 OF 8 nit set 4 FOUNDATION NOTES ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 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 0 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 2017 ED AND LOCAL CODES AS THEY MAY APPLY N lV ' t 2) #5 BARS COMlN0005 W/ 25" MIN LAP & #5 VERTICAL BAR @ CORNER (SEE FOUNDATION PLAN) FOOTING CORNER DETAIL MINIMUM 12" SLOPE 116 MAX �:51FLA OF FOOTINGBELOW GRADE 16". JI 6"MIN 3" MIN COVER �� F I 3" TY I� 16"_!43 TYP MONO EDGE FOOTER FINISHED FLOOR ELEVATION 6 #5 REBAR CONTINUOUS CH) WEDGE ANCHO • �jy I X16" �1 6',6" WIRE STEP FOOTER (2)#5 REBAR MESH OR FIBER 0 SRO. WAU.S 4" CONCRETE SLAB i CF-I � u-• .yV BEARING PAD EACHWAY 6 MIL POLY VAPOR FBER-MESH WIRE -MESH CONCR COV?.4C'ED FILL. TYPICAL CONCRETE SLAB FILL TO BE TREATED FOR TERMITES BEFORE POURING BUT AFTER PLUMBING. ROUGH IN. 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 1•-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. S. 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. MINIMUM 12" T SLOPE 116 MAX OF FOOTING BELOW GRADE 16" 'F1A -` 6" MIN (2) #5 REBA F I CURB 3" MIN COVER 3"TYP-61 16„ I+-3"TYP TYP FOOTING W/CURB SCALE: NYS MINIMUM 12" OF FOOTING BELOW GRADE 16" (2)1 3" MIN COVER F3 CURB FLAT TOP FOOTING L16"-J WICURS $�F: NTH MINIMUM 12" SLOPE 116 MAX _ 4" SHOWER OF FOOTING RECESS BELOW GRADE 16" ' FLARE (2) #5 REBAR-- 6" MIN F I S 3" MIN COVER 3" TYP. I 43" TYP MONO EDGE FOOTER W/ RECESS SHOWER SCALE: NTS TUB `rz �` `2" BATH 2 WC f---3" 2" VENT C.O. �r LAV 2„ 2" �--LTUB 2" VENT C.O. 2" ,' SHOWER I I i LAV 2", MASTER BATH 3" - 3--- ' WC LAV 2" VENT C.O. KITCHEN I I I 3" Lj SINK i WASH U TIL i 2" i DW 1 I � Lr ; `--------- I, I• 3" 1 ` I I `J I ,I 13" 1 I • I 4" 4" 2 WAY C/O REVISION V TO SEWER SYSTEM OR APPROVED SEPTIC SYSTEM PLUMBING RISER N . T. S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC NOTE: PLUMBING CONTRACTOR TO VERIFY PLUMBING LAYOUT AND RISER DIAGRAM. PLUMBING CONTRACTOR TO FILE COPY VERIFY PLUMBING WALL LOCATIONS W A T E R- A I R- L A N D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 hristopher 1 Beers ON: c=—US, o=ldenTrust ACES Unaffil Individual, cn=Christopher D Beers, 0.9.2342.19200300.100.1.1 =A01 09E 00163D5C505EC00009BOA Date: 2020.03.24 0838:47-04'00' CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO.64594 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. 1 I II>,•�, II' � i DESIGN STUDIO Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 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. Plansmay not be reproduced or copied without the express written consent of the Builder shown. DATE 3/13/20 DESIGN BY: EBB CHECKED BY: TMB JOB NO. VERMONT SD Pe REV DESCRIPTION 1 P109/27/19 2 P210102/19 3 P3 10/25/19 4 P411/06/19 5 P5 02/28/2020 6 P6 03/11/2020 7 8 J to U CAM I- ZwLL- Z �ZL1i �d0 W W a W I— N H to o u- SHEET Al FOUNDTION SCALE: 1/4" = V-0" 2OF$ _7J t set 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. "Aib BLUESTREAM <@Ds DESIGN STUDIO Residental CAD Drafting 3D Rendedngs Graphic Design Services Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com CAD@biuestreamdesignstudio.com llt in J M Z 1,L J�W�yy d t/1 0 Lr) ur a V Z, U) N Q " 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 3/24/20 DESIGN BY: LBB CHECKED BY: TMB 108 NO. VERMONT SD Pe REV DBOUPTION 1 P1 /27/19 2 P210/02/19 3 P310125/19 4 P411/06/19 5 P5 02/28/2020 6 P6 03/11/2020 7 8 i, r r J iCJ' F M C0 z W l- _�CLW 0 U - �j W Co tail .N > 4 CL �LIJ n�jF- SHEET A2 FLOOR PLAN SCALE: 1/4" = V-0" 30F8 It set :MAND CALCULATION VA/FT = 3 VA X 1777 5331 VA UITS 4500 VA 5000 VA ISM VA 1500 VA 400 VA 1200 VA 4500 VA 12000 VA 1200 VA 720 VA JER 600 VA 486VA ' _ __------------------------__ _ 900 VA _ ' [EATER 4500 VA - 9000 VA 53331 VA ' 10000 VA 17332.4 VA 15000 VA TOTAL 42332.4 VA 240 VOLTS IR LCULATIONS 176.385AMPS ____________________________________________ , TENTS USE 200 AMP SERVICE 1 1 L 1 \ NOTE: / / \ `\ hand PREWIRE FOR POOL EQUIP. FIELD VERIFY `♦\ i , head FAN/LIGHT PREWIRE i pusntr INSTALL LIGHT PREWIRE FORONLY t 1 t FUTURE HOT �♦ _ TUB. FIELD I ELECTRICAL LEGEND ELECTRICAL SYMBOL Calling Fan Light Combo Rough In f A l , 11 -7 �. recess can It recent can It vapor proof extuior light Ol standard Light F[wreseent 1 Disconnect AC unit junction 220V mno. Disposal Outlet ,l{I �vL®vv Exhaust Fan Outlet 220 V Prewire For GOO GDO Range J I IOV At 220V outlet grymllA cable or Outlet dishwasher outlet1110v dryer 220V outlet electrical meter E3 electrical panel light { } oudei outlet ga }�T� nutlet Wp kl pull chain. light 'fFC push button gdo T refrigerator outlet smoke and co detector s�co split receptacle III Switch switch 3 way '.. 3 telephone outlet Ph 4 washer outlet ,H, water heater junction 220%, n wall mounted 031 light L- - - ` It ,♦ VERIFY GRr , NOTE PREWIRE FOR WELL EQUIP. FIELD VERIFY .`. 1 ` r ', ♦ PLANT SHELF • L------ -- - - -- i - ---- i---"--"'---- I 1 r ' / `` PLAATT SHELF w I ♦ frN� - ------------- ' , �' ♦ 1 , , I / NOTE: exhaust in bathrooms exhausted ♦ � _ - , 1 •♦ / // / •�•� •< i directly to outdoors '' ` ® `♦ / / ♦ ♦ j 1 ' i 0 RJ I I 1 An sp o r--_c-------Co � it it J / ♦ n 1 PLANT SHELFtit I / O NOTE: FIELD VERIFY �/ �` /' -(�-. .` I GASTANK/LINE 26 LOCATIONS ♦` �♦♦ i/ / . . i , i ♦� 6 , �` 1 Vent fortankless 1 I gas water heater. HB 1. 1 Am 1 I L _ _ "LEI t / ♦ 1 I CRESSq- 8F I --r-_ 1 GF1 WATER liFA76r �-a{' CRASH °POLE ___- ---- r - ry.p G� GDO , uJ7 GFI FIELD VERIFY GAS LINE FOR FIELD LOCATE METER AND - ------------------ , c FUT URE GENERATOR PANG - - - _ _ _ _ -- - . / , NiTRANSFERSU2TCHF0R 'i -`i --- - '"_ FUTUr GENERATOR GRINDER I is , 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. Blueshram Design Studio will not be held liable for any errors or omissions on these plans. BLUESTREAM nc I DESIGN Residental CAD Draffing D Ren n _ Grep Ic Ign rnces Poll Orange, FI (386) 256,-8978 PortCharlotte, Fl (941) 275-9931 www.bluestreamdesignsWdio.com CAD@bluestreamdesignstudio.com m LU Zj 0 LLLL U v+ N Ln 2u� sthrooms exhausted awe LLj 4d '.105 �� 200 AMP OVERHEAD ELECTRIC SERVICE PRIMARYr° SERVICE SY 11r rat Pipe POWER CO. 200 AMP SERVICE 200 AMP METER O kID. SIZE SERVICE 200 AMPS k-#B Y' PVC/14 COPPER TO t1piTS CONDl1CfOR SIZE 2/0 CU @ OUTLETS PER PER METER CAN ONLY CODE #4 Bare cofIo COPPER TO WATER NEATER t0 ArmOfCOPPER TO RANGE CONST. TYPE RESIDENTIAL with one ground rod 6' away ELECTRICAL RISER REVISIO"N NTS I. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS 2. 200 AMP SERVICE 3.. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ REVIEWED FOR APPLICABLE PROVISIONS OF THE NATIONAL ELEC CODE, LOCAL CODES, AND THE LOCAL POWER CO. 4. CODE COMPLIANCE S. SMOKE DETECTORS ARE REQUIRED CAR" MONOKIDE DETECTORS AS REQUIRED ST. L UCIE COON A 1 6. FIELD VERIFY RECEPTACLE LOCATIONS 7. ALL RECEPTACLES NOT REQ D TO BE GFI SHALL BE ARC FAULT BOCC PROTECTED PER NEC 210.12 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC 406.11 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION 9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA ENERGY CODE 6D&1ABC. 1.2.4, PRODUCT APPROVAL (TOTALY ENCLOSED, 10. FILE COPY DISHWASHER OUTLET. TO BE UNDER SINK FOR ACCESS 11. .EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS 12. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET 13. KITCHEN OUTLETS TO BE GFI 14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS IS. ALL LIGHTING FDRURES, RECEPTACLES AND LIGHT SWITCHES - - MUST COMPLY WITH ART. 410 OF NEC 16. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR 17. WIRE FOR GARAGE DOOR OPENER 18. ALL SWITCHES WITH DECORA ROCKER 19. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE MUST BE HOME RUN 20• IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTIC SYSTEM (FIELD VERIFY) 21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF Y FROM ANY BATHROOM DOOR 22. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS 23. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL CHIMES 24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE CHANGES WITHOUT DOCUMENTS I . . 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 3/13/20 Tilt set DESIGN BY: LBB CHECKED BY: TMB JOB NO. VERMONT SD Pei REV D6CIRIPRON C/) I— ZWLi- z 5ZW U Wt=/1W W SHEET A3 ELECTRICAL SCALE: 1/4" = V-0" 40F8 Although every effort is made to ensure the accuracy of these I ROOF VENTING CALLS PER FBC R806 TOTAL ROOF AREA 3193 VENTING REQUIRED 3193SFX144SQIN/SQFTX1/300SQINVENT/SQINROOF = 1533SQIN 10.64333333 SQ FT VENTILATION REQUIRED 40%MINIMUMINUPPER ROOF = 4.2573333SO. FTREQUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENT AREA =.72 SQ FT/4' VENT 6 TOTAL REQUIRED WITHIN 3'-0" OF MAIN PEAK = 4.32 SQ FT REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT 20.64333333 - 4 32 _ 6.3235 SQ FT REQ`D AS PER IVANUF.SPECS VENTED VINYL SOFFIT IS 6.2 SQ INAIN FT= .043 SQ FT PER UN FT. TOTAL SOFFIT LF= 268 X 0.043 = 11.52 SF TOP OF WINDOWS TO FASCIA=11-3/16" +/- W/2X4 END RAIL TOP OF. WINDOWS TO FASCIA=11-3/16" +/- W/2X4 END RAIL/ - - 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. �_�i�lllll;ll�l' �, t � Residental CAD Drafting 3D Renderings Grap tl ic Des" Services Port Orange, FI (386) 256-8978 Port' Charlotte, FI (941) 275-9931 www.bluestreamdesignstudio.com C.Ao@blue5treamdesignstudio.com V M N'f J LLLL LU +37.51 .. �J -40.7 .'. +36.0-48.7 � / +36.9/ -39 2 y "�. 0'-0"FiniahFloor j Finish Grade n w n e� wrnw .. wr -40.5 9 -- � I —r I I i-I" Truss B i REVISION written COnaart of the Builder shown. ® ®® DATE 3/13/20 +38.0/ DESIGN BY:. LBB -41.2 CHECKED BY: TMB TOP OF WINDOWS TO FASCIA=11-3/16'° +/- W(2X4 END RAIL 01 _ JOB NO. VERMONT SD Pe it set G +43o6/ REVIEWED FOR a-o"Finish Floor CODE COMPLIANCE REV DEsauPnoN Finish Grade LEFT SCALE: - +362/ ass ELEVATION -Orr q � - 5F, __:_ tit I I I i ;—IRnaF I ST. LUCIE COUNTY BOCC FILE COPY 1 P109/2719 2 P210// 19 3 26/19 P11110/O6/19 ¢ P4 5 PS 02/28/2020 6 P6o3/tv2020 7 FE3WATER -AIR -LAND TOP OF WINDOWS TO FASCIA=Il-3l16" +/- WAX4 END RAIL = +375/ 5109 Grand Palmetto Way chdsbeers@byu.net 941-628-0635 LU LLL North Port, Florida 34291-8049 fax Z 4 - Digitally signed by Christopher D Beers ' �"' 0 �, it DN: c=US, �IdertTrust ACES Unafflliat 0) u1 W �/� p , Christopher g a Individual, cn=Christopher D Beers, p tL Finish -^W ++36s0.9.342.19200300.100.1.1=A01H o LFL 0-o"Finish Floor 0163D5C505E00000960A n Beers Date: 2020.03.24 083638-04'00` K SHEET RIGHT ELEVATION `L R,.. ~ A4 gip'' CHRISTOPHER D. BEERS, P.E. ELEVATION SCALE: 4n = 1'_011 r , FLORIDA LICENSE NO.64594 SCALE; 1/4" = V-0"' 5OF8 CONNECTOR TABLE FASTENING INFORMAT ON ADDITIONAL INSTRUC710NS 51MPSON USP UPLIFT a6N WOOD TO WOW HT520 HTW20 1454 20 10D NABS TOTAL 2 HT520 2 HTW20 29DO 20 tOD NAILS LACK STRAP. 9 10DX7-1 LK a 810D TOP Nm TE HI OA RT16A SPH4 SPTH4 6 1140 1360 72 N WRY WOOD TO CONCRETE 7 1WX1-i 2 NAILS 3 4" EMBEDMBHT TYP FOR HIP JACKS OR 1-PLY TRUSSE META20 - 1450 70 1ODXI-1 2 NAILS 3: 4 EMBEDMENT TYP FOR HIP JACKS OR 1-PLY TRUSSE HUA20 - 1810 10 10DX1-1 2 NAILS & 4' EMBEDM�7T lYP FOR HIP JACKS INC 1-PLY 11 HTA16 HTW20 HTVM20 1870 1175 !2 tED NAILS k 4 t 4"X2-3 4" TAPCONS TYP FOR MISSED STRAPS NO UMI TYP FOR i-PLY TRUSSES GIRDRS 2 META2 - 1985 5 tODX1-1 2 NAILS EACH STRAP NAILS EACH STRAP & 4" EMBEDMENT T"!P FOR 2-PLY 1RU55E5 G88)ERS 211 HETA2 25pp 7 18D EACH STRAP & 4" EMBEDMENT TYP FOR 1 cr 2-P!Y TRUSSES qR 2 HTA76 2430 110 10D NAILS OTHER CMNLUImb 5 8" klR ITABED fi" & 22 50D NAILS 10 ADD 4 TO ED EMBFOR LINTEL BEAMS MGT MUGn5 ---- 9780 2 3 4' ATR EMBED 10" & 8 16 FOR H IUD NAILSADD 4" TO EMSED FOR LINTEL BEAMS HOT HUGT FGTR 5000 2 1 2'X5' TRITE HD & 18 SOSI 4X3 TO WO D MAY BE FGTRHL 3850 MAX UPU AY BE 2 FGi18iL 7200 MAX UPU 2 FGTR 940D 2 1 2 W TITEN HD g 18 5D5t 4X3 TO W000 5 ATR EMBED 6- & 18 16D NAILS lD EA ADD 4 TO EMBED FOR LINTEL BEAMS HTT4 H114 4235 is 5 ATR EMBED 6' & 26 16D NAILS TO ADD TO BEAMS HTr5 HTTS 5090 7630 7 B ATR QED 12' d: 20 3" WOOD SCREWS 3 1' Mar WOW mt,MuER HDOB-SDS PHDB 11 0 - 1' AIR EMBED 12" do 24 3 WOOD SCREWS 5 1 4 Mai W0� MEMBER HHDQ71- UPHD9 HH0014-SD UPHD14 73710 1' AIR EMBED 12' k 30 3" WOOD SCREWS 'III 5 1 4' MIN WOOD MEMBER ON PLPALNYS MBHA NFMXXU 3165 3 4'X8" AIR EMBED FACE k q 114"TOP FOR N%NEER a REPMR Aait RPS22 KRPS22 7720 8 16D NAGS EACH END GENERAL NOTES 1) NAILING MAY BE REDUCED FOR LOWtJt UPUFIS. PROVIDE (i) 10DX1-t/2' NAIL FOR EA 100 U35OF UPLIFT (4 NAILS MIN). USE MAXMUM UPLIFT 1175/. FOR UPLIFTS 2) MISSED STRAPS PROVIDE HTSM20/MTVM20 1-1/r MIN EDGE DISTANCE. UNUMITED. TO 3965M PROVIDE MUGT15/MGT SPECIFIES REFERENCED STRAP FOR 1-PLY TRUSSES, ADD 24" MIN 2X SCAB TO TRUSS CHORD 3) WHERE ENGINEER ON PLAN V4TH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE 4) REPLACEMENT OF CONNECTOR 101 0$1 Maas Uplift 3=11(LC 1). 2-110¢c 8 CJ Max Uplift 3=-66(LC 12),2-117(LC WE Max Uplift 3-128(LC.12), 2-123(LC Max Uplift 3=-161'.(LC 12), 2=140(LC 12 EJ7 Max Uplift 3-161(1-C 12). 2-140(LC 1 EJ7 Max Uplift 3=-161(LC 12), 2-140(LC 12 EJ7 Max Uplift 3-161(LC 12). 2-140(LC12 Max Uplift 3=-161(LC 12), 2=140(LC 2 0 F Max Uplift 3-1O1(LC 12), 2-140(LY, EJ7 Max Uplift 3=-161(LC 12), 2-140(LC 12 E,171 Max Uplift 3=161(LC 12), 2=14G(LC 12 EJ Max Uplif3=-161(LC 12), 2=-140(LC 12 ER Max Uplift 3=-161(LC 12), 2=14O(LC 12 1-HETA20 EX - Max Uplift 3=-161(LC 12), 2-140(LC12 EA Max Uplift 3=-161(LC 12), 2=140(LC 12 EX 'Max Upl(Ity3=161(W 12), 2=14o(LC 1 y EJ71 CJ1 - Max Uplift 3-1 LC 1), 1 1O(LC 8 CJ Max Uplift 14 2 11ALC CJ Max Uplift 3-1 C 12), -123(L ( 8 EJ Max Uplift 3- 161 (LC 2), - Max Uplift 3- 61(LC )• EJ7 - 2=140(LC 12 v Max Uplift 3-1 (Lc,4E EJ7 2= 4140(LC 12 tV ER Max Uplift 3-1 (LC 12 2=140(LC 12 Max Uplift 3-1 1(LC '12 EJ7 2=140(LC 12 Max Uplift 3=1 (LC 12 2-7 I Max Uplift 3=4H (LC 12), -117(L 8 CJ Max upift 1(LC 1 2-11 CJi �1 3 7s 0" V2 V3 V4 m V4 - iV N m m 1'�i e�1�t7 tqa p i4 N N N N N aH .r a d � eS 1�1 O N !1 11 N • I� � " 7 cY v 71 n 1 0" f of 1 On 10n 1 0x f on, 1 0- 1 0" 30' " 1-HEfA20 71 011 Im ER Ix UpIiR 6= 90(L 5), 2'-590 L 4 w Uplift 9=-244(LC 9), 6-234(LC 8 ax UR(ift 8=213(LC 9), 5=-218(LC/" 8'-1" CLNG EJ7Q Uplift: 2--140(LC CE Q. G Q --161(LC 12F Q 12 V EJ7 W Max Uplift 2-140(Lc ER =161(LC 12), r 12 0 ,r-f T-4 Max uplift 2=14O(LC 161(LC 12)-cq - 2 EJ2 E.17 �5 Max Uplift -16(1.10 12), 2-14G(LC ER co Max U 12 2 ID - 161(LC 12M - 2=1 12 EJ7 Max Upat - 161(LC 12). l] 2=-140(LC 12 - EJ7 Max I pfift3=-129(LC 12), 2-123(LC CJ5 Max I iplift 3=-65(1-C 12), 2-117(LC 8 CJ3 Max U ift 3-11(LC 1), 2=41O(LC 8 CJ1 U 10, oil 7' 011 ' Max Uplift 11( 1), -11 CJ1 Do OD Max Uplift 3=6 LC ), 2 117 CM . Max Uplift 3- 280 P 12 2-1 CJ5 EJ7 Max Uplift 3=161(L 12 2=- 40(L 0 Although every effort is trade 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 SIGN FUDIO Residental CAD Drafting 3D Rende- s rapFIC Design Services Port Orange, FI (386) 256-8978 Port Charlotte, A (941) 275-9931 www.bluesb eamdesignsbidio.com c c mM M LL UX __.. 8 )- (LC8 N.Q 0. TRUSS END DETAIL Z 2 � 12 (L 1 PLUMB CUT OVERHANG 57 2 4-1116" 2 HEEL HEIGHT C • • 1`*i • • • 0 L 1 C 2 m C 12 REVISION Design and layout or concepts am for this design were provided to -H ETA20 BluestreDesign Studio by the builder shown. A" c 1 ). similarities to other plans or ROOF SHEETING rblueprints esponsibility solely the c 2), responsibility of the builder. TAII Flan may not be reproduced or CAD@bluestreamdeslgnsiudlo.com LC 8 Hatc ege6d ',�' ` 'i'►I��.Mill , •s•OJi .�DOOi•00000•••i•OO.O•OOe•P•L• �ililil��lr�iiils�iinlr '•' a o � ...♦«.••<.�♦ ♦..<:•.<::♦ •psi - 4 pill N 1 P1 09127119 2 P210/02/19 3 P3 10/25l19 4 P4 11/06/19 6. P5 02/28/2020 6 P6 03/11/2020 8 ILE COPY to <t/ tU .ill W w'j Max Uplift-147(LC8j, I% ax Uplift 2=-184(LC 1I/ { 147 LC 8), Max Uplift 3--138(LC 12), a. 184(1-C.4 2=125(LC BMLJU e 'v 1-HETA20 WATER -AIR -LAND J 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 F. North Port, Florida 34291-8049 fax 413-6$7-9013 O a LU gic Digitally signed by Christopher D Bee s W N W I, l h r i st 0 p h e r DN: r-US, o=ldenTrust ACES Unafiilia ed C j g d t`�Ci. ESSlq�4 ',r Individual, cn�hristopher D Beers, y_ W 3' 6" 6' 4" 3° fs" 0..9.2342.19200300.100.1.1=AO1098 id. > W o LLLL. k ad . 13' 4" _ r s 00163D5C505EC0000480A Date: 2020.03.24 0835:41-04•'00' SHEET " a A6 CHRISTOPHER D. BEERS, P.E. ROOF PLAN p.C' '')P, �-' • )fir-'.�^ Jv ; FLORIDA LICENSE NO.64594 SCALE: 601`$ ®® Sr I' • U q' 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 CP EDGE OMPOSITE S��H��INGLES ON #30 FELT OVER Rt2" CDXX ( AVAILS AE46 INK W18d 2TTACN�WITHI 16F NAILS THROUGHOUT ATTACH WIRE LATH 5/8" stucco (horizontal application) and 7/8 thick stucco (vertical application) 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 AT 12" O.C. STAGGER WITH 12" OVERHANG FASCIA NAILS 26 GAUGE (MIN.) BAFFLE/1/ENT ALUMINUM FASCIA OVER 2x4 END RAIL' ATTACH 2x4 TO TRUSSIES WITH (2) 12d, FACE NAILED —�- ATTACH FASCIA WITH ROOF NAILS AT 12" O.C.; STAGGER INSULATION R-30 DRIP EDGE NAILS OR PER ENERGY CALC'S PREFINISHED PERFORATED 5/8" DRYWALL OR VINYL SOFFIT- ATTACH V(2" CD. BOARD CLG. TO WALL WITH "F" CHANNEL USING'T-NAILS" AT 16" O.C. (MIN. SINGLE 8" U-BLOCK WITH (1) A`ND $ATTEN`WITH 0.12" DIAMETER 1-1/2" LONG, SMOOTH SHANK NAILS/ (LE., 4d ROOFING COIL NAILS) AT 121, 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 --" #5 RE -BAR TOP CONTINUOUS IN EACH U-BLOCK C ro N N BLOCK FILLED INJECTED FOAM INSUALTION 1/2" DRYWALL OVER 1X2 P.T. WD. FURRING 8"x8"X16" CONC. BLOCK WOOD BASE 4" CONC. SLAB,:. 2500 PSI, -W/ DECORATIVE FIBERMESH OR��'AX6X10/10 WWM CEMENTIOUS BARRIER W/ TAPED & LAPPED COATING (1) COURSE 9" BLK JOINTS, OVER TERMITE TREATED, WELL COMPA DEARTH GRADE SHALL BE �4" BELOW FINISH �'� SIMPSON EACH DHE AIs FLOOR LINE ///\�/\/\�/\ / • ` r \/ \\/\/\ \ Or EACH BEAM 51 16'W X 16"H CONC. FOOTING / W/(2) #5 BARS CONT. \� \�\\ � .. FILL MUST BE CLEAN AND (OR A5 NOTED CO FND. PLAN) �/ COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED TYPICAL WALL SECTION PROCTOR 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 wail 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 GENERAL NOTES: STRAP DBL TOP PLATE TO 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0 =0" - VERIFYACTUAL ELEVATION WITH THE EA. STUD USING SIMPSON SP ENGINEERS SITE PLAN PROVIDE SIMPSON HTS20 STRAPS. ADJUST THE STRAP SIZE 2) CONTRACTOR SHALL VERIFYALL DIMENSIONSAND DETAIISAND SHALL NOTIFYENGINEER HURRICANE TIE AT EACH TRUSS TO MATCH STUD WIDTH. IMMEDL47ELYOICANYERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3) ALL AMTERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EMCEED THE DESIGN DATA AND COMPLIANCE CODE C2T'EO. 4) ,ENGINEER IS NOT RESPONSIBLE FOR ANYSUPERVISION DURING CONSTRUCTION. S) THE CONTRACTOR AWNTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND BEAM - SEE TYPICAL SECTION FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED INA WORKMANLTKEMANNER. AT BLOCK WALL 6) THE STRUCTURAL INTEGRITY OF 774E BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON CONTRACTOR TO FILL LAST COMPLETIONAC7rC)RDWGTOPLANS AND SPECTRC47YONS. STRUCTURAL MEMBERS ARE NOT SELF CELL SOLID WITH CONCRETE AND SUPPORTING DURING CONSTRUCTION AND REQUIRE 7EMPIiYBR4C7NG UNTIL PERMANENTLY (1) #5 BAR VERT. FOR FRAME WALL APPLIED TO STRUCTURE. 7HEARO•IITECTASSUMES NO LIABIL.ITYFOR ATTACHMENT THESTRUCTUREDURINGCONS77ZUC77ON UNLESS THECONSTRUCTION METHOD AND BRACINGARE INCLUDED M THE RANSAND SPECIFICATIONS, OR ARE SUPERVISED BY7HEARCHI'TECT 2X4 OR ZX6 STUDS TAPCON SCREWS #10 X 3" DURING CONSTRUCTION. SEE WALL SECTIONS FOR APPLICABLE WIDTHS @ 16" O.C. OR 1/2"DIM. X 5-1/2" LG. REDHEADS WJ 7 ALL MODIFICATONS TOTHE PLANS MUST BEREVIEWED AND APPROVED BYTHE ENGWEER. AND STUD SPACING 2" DIM. X 1/81' WASHER @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE STUD ALONG BLOCK RESIDENTIAL WALL TO BE P.T. 1/2" X 8" WEDGE ANCHORS @ 32" O.C. CLIP EACH TRUSS (SEE FLOOR PLAN FOR TYPE) W/ (2) WASHERS & NUTS I FRAME OUT TO BLOCK EDGE DBL 2" X 12" WO D BEAM CONCRETE FOOTER STUD ANCHORING: ' STUD TO TOP PLATE, 7/16" OSB W/8d SIMPSON SP4 OR SP2 COMMONS @ W ON i TO FRAME BEARING WALL CONNECTION LSTA16F STET / FIE'i 12"w FIELD 18" Q.C. TO 48" HIGH (12)10d NAILS EACH i 2x6 SYP 616" O.C. 48" TO NOT TO SCALE 72' IN HEIGHT ° , 0 SIMPSON SP4 OR SP1 BEAM -SEE FLOOR 4"X4"WOOD OR USPTP4X FROM PLAN FOR SPECS. POST CENTERED 2x4 P.T. STUD TO BOT: PLATE ON CBS WALL • C85 WALL, ' LINTEL ' POST CONNECTED TO CBS WALL W/ SIMPSON ABU" II - (4)10d EACH SIDE FASTENED W/ 1/2" X 6" TITEN HD 1/2"x8' WEDGE ANCHOR OF 2x4 TO BEAM AND (12) Sd NAILS INTO POST: '. AT 32" O.G. ' 10d AT P D.C. BOTH SIDES _ SEE FLOOR PLAN. FOR BEAM SPEC. SUPPORT COLUMN 8"CMUWALL BUILT-UP 2x4's OR WOOD BEAM TO ' � 4x4 POST • .:-; �; WQ;I>,BdpEAOH o6'$ CBS WALL ATTACHMENT KNEEWALL DETAIL ;;;1; TYPICAL BLOCK POST NOT TO SCALE NOT TO SCALE WALL r . - TIE BEAM ALTERNATEHOLDOWN: ' ' '•• USE (2) SIMPSON MSTAM24 i r. WITH (9)10d AND (5) U4"XL-,f4" TITENS • , _ .��,�---_-.-----_._.,,._.-�_,_._ (3) A.B. W/6" MIN.EMB. SPACED • %\ EQ. W/2" HEADER AT RAISED ENTRY/CMU WALL WASHER OR " (4) 1 X 4-1/2 NOT To SCALE WEDGEANCHOR ir) " N N s N + to C4 ENTRY CMU COLUMN/HEADER CR"��C 2-#5 BARS CONTINUOUS BARS PER PLAN NOT TO SCALE (SEE PLAN FOR w/25 MIN LAP & 1-#5 w/25" MIN LAP the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade LOCATIONS) VERTICAL BAR AT CORNER n NS or greater for proper joint expansion and contraction,.ASTM C 1281, AAMA 812, or other approved (3)12d NAILS R ISIOP standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall PER JOINT finish. Approved corrosion -resistant flashings must be installed. Sher -Crete flexible concrete waterproofer or TYP. STUCCO k 8" equal. ILLED BLOCK 1#51X8 P.T. DOOR BUCK 6„ ATTACHED W/ 1-112"'I' NAILS CONTINUOUS BOTTOM CHORD BRACING •: :. _ - . - :' --:a! 2x4 MINIMUM X2 P.T:FURRIN 1/2" DRYWALL - - 14" FROM EACH END AND BEAM CORNER DETAIL 8"O.C.(SINGLE DBLLE LEAF)8 ,2"O.K:.(DBLLEAF) CROSS BRACING DETAIL (TYP.) FOOTING AT CORNER NOT TO SCALE BRICK MOLDINGS NOT TO SCALE 1X2 P.T. FURRING FRAME NOT TO SCALE HINGED SWING DOOR ATTACH TO CONK. BLOCK C THROUGHWOODWINDOW C %fl I L.[t A D REVI'EWEDFf OR.. BUCK W/ 3/18" X 2 3/4" TAPCONS. C IL1] J I[�,► FILLALLHpLES:1.114"MIN EMBEDMENT C�+OTDE.COMPLIANCE FOIL - OORJAMB ATTACHEDW/1/4"X3.1f2"TAPCONS rr [A� �71. LUCIE COUNTY 1X4 P.T. WINDOW BUCK CASING iI 6-EACH END & 18" O.C. (SINGLE LEAF) & S P E C I 1 I C A T I O N S ATTACHED W/ 1-1/2" "P NAILS 1X2 P.T. FURRIN 12" O.C. (DBL LEAF) VV //11 11 18" O.C. VERT 1/2" DRYWALL BR BLOCKING FOR s ..•:.......:. BRACKETS �.. 2x6 PT with 1/2" x 7"wedge anchors will square washers TYP. STUCCO MOUNTING EXT. SWING DOOR JAMB DERDO WINDOW ATTACHMENT DETAIL 1@' DRYWALL ATTACHMENT DETAIL 2x6 P.T. S.Y.P. BI,CK. X2 P.T. FURRIN NOT 7O SCALE � � W ,m� D E R— A( R— L EONE 1/2" x 1.5/$" LAG MOUNRNG NOT TO SCALE SCREW PER TRACK BRACKET BRACKET FOR IIA AS PER MANUFACTURER: SPRING - 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 1X2 P.T. FURRING North Port, FL., 34291-8049 - fax 413-487-9013 DOORFRAME /ATTACH TO CONC. BLOCK 16" WEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN)Ch . ��A er5 THROUGH WOOD DOOR NOMINAL VERTICAL #5 1/4" 1UNN `1 I ' s e p DN: C=US, o=ldenTrust ACES Una listed BUCK W/ 3/18" x 2-3/4" TAPCONS. REBAR Trva.> TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2x BLOCK Qtt' t)'4 Individual, cn--Christopher D Bee , FILL ALL HOLES:1-114" MIN EMBEDMENT c INSrAlAATION.DETAIL N.T.S. LENGTH OF MINTO CMU; IN' - '.'r Y m k ' p 0.9.2342.19200300. 100.1.1 =AO 10 800000( c CONCRETE FILLED 163DSC505EC0000960A ° GARAGE DOOR. BUCK INSTALLATION �c .- 8°"iB• � USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION HEAD �_ A Date: 2020.0314 08.33:51-(b4"00' 1X6 P.T. DOOR BUCK WITH A MINIMUM OF FOUR 1/2" 0 WEDGE ANCHORS „ :.: • t a USE 2x8 PRESSURE TREATED WOOD BUCK 5 ATTACHED W/ 1-1/2" "T" NAILS G C.M.U. '+ BUCK ABOVE GARAGE �''-;7r T'fi IW O.C. VERT 8°X 16" G.M . U . DETAIL. WrTH 3" WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO DOOR OPENING; ATTACH TYP. STUCCO D AND SPACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS 0 4" O.C. ' "• CONCRETE NAILS AT 4" Q.C. ci NOTTOSCALE GARAGE OVERHEAD DOOR CONNECTION ° CHRISTOPHER D. BEERS, P.E. S.G.D. ATTACHMENT DETAIL FLORIDA LICENSE NO. 64594 NOT TO SCALE NOT TO SCALE I Although every effort is made to ensure the accuracy of time 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. BWESTREAM DS DESIGN STUDIO Residental CAD Dratting D Ren Brings Graf is Design Services Port Orange, FI (386) 256-8978 Port Charlotte, FI (941) 275-9931 www.btuesb,eamdesignstudfo.com btuesb,eamdesignstudio.com CAD@bluestreamdesignstudio.com m UJ M U In In M w J O aH N t- O in a _Z Cn La J 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 3/13/20 DESIGN BY: LBB CHECKED BY: TMB JOB No. VERMONT SD Pe REV DESCRIPTION 1 PI09/27/19 2 P2 10/02/19 3 P310/25/19 4 P411106/19 5 PS 02/28/2020 6 PIS03/11/2020 7 8 FILE COP J Lo I— Z W LL n9L O � NZ W0)w o >Wga 11 W > tn0� SHEET S1 STRUCTURAL SCALE: Custom 90F8 nit set 1 1 25" MIN ACTUAL CHANGE IN BEAM ELEVATION DETERMINED IN FIELD CONNECT TRUSSES TO LOAD BEAR WALL AS NOTED ON THE PLANS. 100 GENERAL 100.5 FRAMING NOTES BEAM BLOCK 100.1 MATERIALS 100.5.1- WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION SEE WALL SECTION: 100.1.1 MASONRY UNITS- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM C-D PLYWOOD SHEATHING OR OSB. WOOD BUCK STRIPS SHALL BE 'ONE Or PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT FOR DETAILS CONCRETE MASONRY UM75 SHALL BE HOLLOW OR SOLID TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND 100.5.2- THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG 1-3/4" NAILS AT-16' O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16" \ OF 19M PSI. CMU MATERIALS AND CONSTRUCTION SHALL DIMENSION PERPENDICULAR TO THE FRAMING. TAPOONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 5 HORIZ REBAR IN BEAM BLK COMPLY WITH 'SPECITCTION FOR MASONRY STRUCTURES' I00.5.3- 1-1/4' OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPGONS SHALL BE PER SEE TYP. WALL SECTION FOR ACI 530.1/ASCE 6-05/iMS 602-05: PART 2 & 3. NAILING FOR ROOF AND WALL SHEATHING SHALL BE 1 Bd RINGSHANK (� THE MANUFACTURER'S INSTALLATION DETAINS. - DETAILS 100.1AL MORTAR- NABS FOR ALL SHEATHING UP THOU i/2' THICK AT 6 0.H1/2- THROUGHOUT; PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL HAVE BEAD OF AOHESVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH AND (2) tOd RNGSHANK NAILS FOR SHEATHING LARGER THAN 1Jr E O THE JOK:L - ASTM C 270 THICK. NAILING SHALL BE 6" oc. AT EDGES AND 1r me INTERIOR #5 HORIZ REBAR IN BEAM BLK SEE TYP. WALL SECTION FOR DETAILS #5 HORIZ REBAR CORNER BENT IN "L" CONFIGURATION FOR MIN. LAP ON VERT. REBAR BEAM BLOCK SEE WALL SECTION FOR DETAILS #5 REBAR VERTICAL CHANGE IN ` BEAM BLOCK ELEVATION DETAIL NOT TO SCALE 2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT V iWO 10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN 12" OVERHANG) OTHERWISE TOE NAIL WMV010d NAILS TO GABLE TOP CHORD USE USP HCLH [[or L OR SIMPSON H4 CONNECTOR AT ENDS OF CROSS 2x4 LOOKOUTS BRACING - Ira NOT TOE NAIL 24" O.C. (TYP.) UP TO 2' O.H 2x4'T-BACK" B "X" BRACING (2x4) Qd MID T VERTICALS T EN / POINT REGARDLESS OF HEIGff AND AT QUARTER POINTS IF 0. USP HCLH ( L) OR HEIGHT IS TOR MORE, STEPSON H4 EXTEND BACK 3 BAYS CONNECTOR AT HARDI SIDING OR XNFRI.MBGASLE ENDS OF CROSS TEXTURED CEMENT FINISH BRACING - DON TOE ON METAL LATH & FELTPER ASTM C1063 @ 48GABLE END 7RU DTRU 10d NAILS @ 6" O.C. BOTTOM CHORDS. INTO 2X6 PLATE 8" U-BLOCK WITH ` " 2X6 P.T. (MIN. ATTACH TO BEAM W/ 1/2" DRYWALL WITH ON IN O 3�//O� CX7w7A/// p2'O�WASHERS ❑R, HOR SOLT AT TOP CONTINUOUS 3N60o TAPCONIMENT' AT 12 OHOIM MI UM SETT. R1N 6".EMBEDMENT SEE PLAN 8" CMU WALL CONVENTIONAL GABLE END CONNECTION DETAIL NOT TO SCALE YS tax TAP 2W ION PER PLAN N w ! 1 4 1 Y 1 J � I i 1 1 1 N 1 t 1 1 P e T"-� Y4 FOOT PER P(ANIf 8° 6-41' T-Q" ENTRY DETAIL NOT TO .SCALE (2)2X12 HEADER OR AS 100.1.3 GROUT- 100.5.4- ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION - NOTED ON THE PLANS SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6' BUCKST S yIOOO STRIPS BE 'ONE BY PRESSURE TREATED WOOD. MADtH SHALL BE SUFFICIENT E MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS. TO EXTEND INTERIOR FACE OF THE WINDOW DOOR FRAME. OFR AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x. 8" STANDARD WEDGE ANCHORS AT 32' THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED THE CMU OR CONCRETE WITH CASFRARD 1-3/ E NAILS AT K D.C. THE BUCKS SHALL ATTACHED T ATTACHED CMU OR REDHEAD WITH 1012, OR SHALL BE IN ACCORDANCE WITH ASTM C 476. o.c. TAPOONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4' OF 2 SIMPSON "LSTA21" () 100.1.4 CONCRETE- 100.5.5- PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH MANUFACTURER'S INSTALLATION DETAILS. STRAPS PER SIDE PER NOTE: OF 30DO PS (2500 PS FOR SLABS) AT 28 DAYS PER ACI AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS DEADSOLT SHALL BE TITAN 780 SGL CYLINDER (OR EQUIVALENT) W/ 2-3/8' BACKSET 039' FROM - HEADER BEARING W T.GO 318. SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE REQUIRED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM TOP OF SLAB. LOCKSET SHALL BE TITAN. 720H SCL CYL (OR EQUIVALENT) W/ 2-3/8' BACKSET PER ACI 318. SECTION 5.10. SHALL HAVE CONSISTENT UPLIFT VALUE. 0 44-1/2- FROM TOP OF SLAB. USE 4-1/2- X 1-5/8- WOOD LOCK BLOCK 0 EACH LOCK PREP. INTO BLOCK W) L -S ATTACH 100.1.5 REINFORCING STEEL- 100.5.6- WITH WEDGE HORS 37 O.C. SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN. ACCORDANCE - WHENEVER A ORDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL GENERAL NOTE FOR OPENINGS; VERTICALLY UF VIALL MATH ASTM A 615. A 616, A 617, OR A 706. BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED. AS LONG AS THE LENGTH OF 1/2" 0 WEDGE ANCHORS, 8- 100.1.6 METAL ACCESSORIES- IN THE GIRDER. THE 3/16- TAPOONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-31r PENETRATION INTO THE CMU DEPTH WITHIN 6" OF STUDS; & 32" D.C. JOINT REINFORCEMENT, ANCHORS, DAND WIRE FABRIC 100.5.7- TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER OR TIE BEAM.ES, HEADER NOTE FOR REMAINING WALL SHALL CONFORM TO THE FOLLOWING STANDARDS. L ASTM A 82 FOIt JOINT REINFORCEMENT AND WIRE ANCHORS REGISTERED N THE STATE OF FLORIDA AND SHALL CONFORM WtiH THE TPI TYPICAL CORRECTION NOTES (2)2 (2)2)C12 TO SANDWICH W/3" HOOK AND 3" O AND TIES. FOR METAL PLATE CONNECTED TRUSSES, AND PLYWOOD W/ (2) I/TROWS WASHERS. NOTE: ALTERNATIVE 2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. SHALL OBTAINSPECIFICATIONSOTTO SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 1) ONE SIMPSON RtFBj4x10 MAY BE SUBSTITUTED FOR 1/2' ANCHOR BOLTS WHEN NECESSARY (2) ROWS OF 3' NAILS 3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 PATH 7) 10d IN 6"O.C. HOLDDOWN IS STEPSON "HTT4" 100.1.7 GALVANIZATION- TRUSS AND (4) 1/4'x1-3/4" TTAN FASTENERS IN CONCRETE FOR UPUFTS UP M 670 LOS; ATTACHED TO STUDS. / METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSIRUC- 101 FOOTINGS AND FOUNDATION USE SIMPSON HTSM20 WITH (10) 10d NAILS IN TRUSS AND (4) 1/4"x1-3/4' TITAN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 1175 LBS; - TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE 101.1 DESIGN 3) MISSED DOWELS - SET 5/e' DIAMETER. 3r LENGTH DOWEL INTO 3/ex 8' HOLE SET IN (1) SIMPSON "SPH4" GALVANIZED IN ACCORDANCE WITH ASTM A 153. CLASS B-2 SIMPSON SET OR EQUIVALENT. EPDXY METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION 101.1.1- 4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED PER STUD. NOTE:.(2) - SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE MARE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. JACK STUDS & (1) CLASS 1. FOUNDATION PLAN AND THIS SHEET. 100.1.8 FASTENERS AND CONNECTORS- 101.1.2 KING STUD (MIN) UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE -A SOIL OR WASTE PIPE OR A BUILDING DRAM PASSING UNDER A FOOTING ADDI110NAL GENERAL &STRUCTURAL NOTES I III I- COMMON WIRE NAILS. FOR EXAMPLE, BD - 2 1/2 INCHES OR THROUGH A FOUNDATION WALL SHALL DE PROVIDED WITH A RELIEVING A LONG 0.131-INCH DIAMETER. SEE TABLE &aA IN THE ARCH, OR THERE SHALL BE BUILT INTO. THE MASONRY WALL AN IRON PIPE T. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH. 2 GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS M VERIFY DIMENSIONS, - d e d - IOO.I.$ WOOD FRAME MEMBERS 101.2 CONSTRUCTION DETAILS. AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. v d p - d d' a' ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE,. OR 101.2.1- 3. THEE: PLANS WERE RENEWm BY THE ENGINEER FOR STRUCTURAL COMPLIANCE WnH SECTION 1609 ONLY OF THE FLORIDA BUILDING CCDE. CONCRETE FOUNDATION - d -. d- S-P-F. GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PS. ALL LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE- OR THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS OR BY SENDING THE BAR IN ACCORDANCE 4. THE CONTRACTOR MAINTAINS THE RESPONSBIUIY FOR ALL CONSTRUCTION MEANS d _ C d - 4 - - ;AS NOTED ON PLANS � - . � o � d S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI. NATIi 100.3.4. IN BOTH CASKS, THE MINIMUM BAR LAP SHALL BE 25 INCHES. METHODS & TECHNIQUES, INCLUDING BUT NOT UMITED TO THE STANDARD CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS • - A• d d - - - G 100.1.8 WOOD LVL BEAM MEMBERS 101.2.2- 5. UNLESS 07HERMSE NOTED, ANY OPENING GREATER THAN 6- IN A MASONRY WALL - p - d ., : ' d - e - C c .. ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5 VERTICAL RE c d a, d, - - d STRFNTH. Fb, OF RISC PSI AND MODULUS OF ELASTICITY, E, SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND -BAR. OF ZOOO,000 PSI. SMALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE. 6. UNLESS OTHERWISE NOTED. FOR WOOD BEARING OPENINGS UP TO 6' USE. 101_.3 FOOTING DOWELS (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. - 100.2 MASONRY WORK, GENERAL ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END. TO SUDS WITH A MINIMUM OF (2) USP R112's EACH END. 100.2.1- BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. 7. Buildings shall be constructed in accordance with the provisions of /� , A pR/�/'w�'►� FRAME BRIG. WALL W, OPENING ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND the climatic and geographic design criteria as limited by the THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID. provisions of this section. Additional criteria in TYPICAL CONNECTOR DETAIL MASONRY SHALL BE FULL HEAD AND BED JOINTS. to0.2.2- 1os OPEN STRUCTURES Table R301.2(1) of the Florida Building Cod 2017 ban edition. 106.1- 8. Flame spread and make index for wall and ceiling flnia es shall NOT TO.51 F BED JOINTS SHALL BE 3/8 INCH (+ 1/b 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 N PLACE CONCRETE. MAXIMUM COLUMN be in accordance with Sections R302.9.1 through R3029.4. WIRE LATH 5/8"stucco (horizontal application) and 7/8" thick stucco (vertical application) on 3/8" hi rib lath attached to horizontal and vertical wood f3{aming with nails or staples to provide no 1 s than 1-3/4" penetration into horizontalood framing and 3/4" penetration into vertical wood framing members PRE-MANUFACTURI TRUSSES 2X4 STUDS SEE WALL SE, FOR APPLICA AND STUD SF @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING COL RESIDENTIAL 100.2.3- HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL 9. Flame spread and smoke -developed 'index for insulation shall be THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. in accordance with Sections R302.10.1 through R30210.5. SHALL PERMITTED TO VARY IN THICKNESS FROM A MINIMUMto 1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR 10. AN gypsum boats materials and accessories shall I O' 1/4 NCH TO A MAXIMUM OF 3/41NCH. 6xCH 81NCOLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER .COLUMN SIZES ASTM C 22. C 475,C514, C 10024 C 1047, C 1177, 7, C C 11 t178.8, C 100.2.4- 2 CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL BE 1/2 INCH. MINIMUM COVER FOR IN PLACE COLUMNS 1278, C 1396 or C 1658 and shall be installed in accordance with CAST SHALL the provisions of this section. Adhesives for the installation of MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND BE 1-1/2 INCHES OVER THE COLUMN TIES. gypsum board shall conform to ASTM C 557. _ CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 106.2- 9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND 11. Ceramic file surfaces shall be installed in accordance with ANSI - ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE BEAM AT THE TOP SHALL BE AS FOLLOWS: A10&1, A108.4, A108.5,.3, . AT08.6, A108.11, A118.1, AII8A136.1 PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. - 1. Bx6 INCH COLUMN; ONE N0. 5 STANDARD 90 HOOK INTO THE SUPPORT and. A137.1. 100.2.5- AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY 2 Sxi6 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8 CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN 3. 12x12 INCH COLUMN AND 1646 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 SPACED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & REINFORCING STEEL SHALL BE N0. 5 BARS. EXCEPTION: WHERE TWO N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH TEA) NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED SPLICED TO SPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED IN A CORNER. MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE 106.3- SUBSTITUTED. 100.3.2- LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE T VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: N WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, I. MAXIMUM VERTICAL SPACING OF LATERAL TIES .SHALL NOT EXCEED THE LEAST REV1 THEY MAY BE BUNDLED. NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN. 100.3.3- 2LATERAL TIES MAY BE PLACED N THE MORTAR JOINTS (PROVIDED THEY ARE NO LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT. - SPLICES SHALL BE LAP SPLICES. 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE 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. SPLICE 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 MINIMS, 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 100.3.4- BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SST ASTM E 1886 AND Q, ASTME 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OFFBC ME 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 HAND 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 �1L� p WERE BE FIELD BENT. EXCEPTION: ERE BENDING IS NECESSARY TO DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. REVIEWED FOR.. ALIGN DOWEL BARS WIN A VERTICAL CELL, BARS PARTIALLY lO8 DOORS EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A CODE COMPLIANCE - SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS SECTION170 MPHIs COUNTY REA ST. LUCiE. Qp�M PRIDEDOCUMENTATIONFORDOORS DEMONSTRATING COMPUNE - WITH THESE SPECIFICATIONS. sOCC 100.4 COVER OVER REINFORCING STEEL WINDOW, EXTERIOR DOOR AND PANEL CRITERIA 100'4'1- THE MANUFACTURERS SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE VAN FLORIDA BUILDING CODE BARS SHALL BE 3 INCHES IN FOUNDATIONS WHERE CONCRETE SECTION 15M FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN RENEWED AND IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON INS PROJECT WHEN 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 FOOTINGS 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 REWIRED CONCRETE COVER IS ACHIEVED.. 100.4.2- FILE COPY 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. DETAILS AND D 100.4.3- , FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS EX- � C C ^ n POND TO WEATHER, THE MINIMUM CONCRETE COVER FOR I SPECIFICATIONS C ' `V �� ' O REINFORCING SHALL BE V\ it J 1 1/2 INCHES FOR N0. 5 BARS AND SMALLER, 2 INCHES FOR NO. 6 BARS AND LARGER. + 100.4.4- REINFORCDMENTBARS 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 I 100.4.5- REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A - MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN: - w F;z b F,, - L A N 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER: 1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. 5109 Grand Palmetto Way ChdsbeerS@byu.net 941-628-0635 _ .k_..a�..,_._. s, ......... .... ... .... ..... �..... NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 011i OF THE qNECTION FLORIDA BUILDING CODE STH EDITION NOT TO SCALE - it124. - 4��prESS{,�4,�F';•; _j�'°fib •ko- : e caipotb � h Digitally signed 6y Christopher D Beers Christopher DIN: r-US, o=IdenTrust ACES Unaffiliate individual, cn=Christopher D Beers, 0.9.2342.19200300.100.1.1=AO 1098 D 00163D5C5O5EC00009BOA Beers Date: 2020.03.24 08:32:07 -O VOV CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 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 3D Renderings Graphic Design Services Port Orange, FI (386)256-8978 Port Charlotte, Fl (941) 275-9931 www.bluesteamdesigrisLudio.com CAD@bluestreamdesignstudio.com LU a J M Z u- Q W � C 2Cod to E- Lrl Z C lift 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 3/13120 DESIGN BY: LBS CHECKED BY: TMS JOB NO. VERMONTSO Pe REV DESCRIPTION I PT OM19 2 P2IWO2119 3 P310/25/19 4 P411/06/19 5 P5 02/28/2020 6 P6 03111/2020 7 8 -j i U) F- z W' Z :3 U O 00 W w Ch Uj W � a 0Uj L.L N c SHEET S2 STRUCTURAL SCALE: 1/4" = V-O" 10OF8 nit set N