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Home My WebLink AboutPLANS_Survey revisionP C:N AN SElkLANTS.PERhdFRSSPEC%FtCA %.�:.�._ a ¢ k r TONS o o ;iYE RQfkFd ;— R NG NJNDCR9.gi'l�ENTS'i'%N uAG63ECa T k E O tl u gip G 0 I tl t F Fl", PIFF,e,F �L�IL�3 IV ** ��qq plg�y RR�� "d�E�4 F �L4 ;�PFF.°AL S�JFFIIAL AFFI�A`I`I _ Y a a FLFtSkSINO...GALV F4TL tl d g DRIP EDGE. 26 Ga. RL4JWi. y'* R FOUNDATION �q@p �l9IL&�I9� FF�i�ggT G a 4� PERMIT 6 V 6 aa^^wwO SHEATHING FLOOR ALA OWNERS NAMER i d^ 9 — gl ++��.. p gg--ee-,ry^ gpaq PLAN o-i ELECTRICAL Hbo@"^6L 6"" Id➢ pp4l tl 5 o %24 ARA RATED 40 2fl A F�F1 ELEVA TIONS � gL�E��ppp�� q �� 3��IF �6VORIENTED ROOF SHEATHING l P SECURED tJTRUSSES USING FASTENERS ENERS AND SPACING ROOF PLAN DATE 29/20 PORT ST CF FL 4O SHEATHING _ A �� v ATTACHMENT DETAIL SHT. AS Q � _ so h e 6 P � A F9idA FL#�RE p -. DESIGN BY OPENING:6"'Y�+.�p^yy H.�. qy �+ gig p�g�p�* �yp� 8p� B td .5 �.5 YlV�0.F'�"3 7 8mi6b'��^^�y.pg�}ry. g��ppg�qy SKYLIGHTS), ^ g p �p�^ COMPONENTS �p �q�q �g bmPR A@VO.P eT Bm1P 3 Y.p�@ p g�p^q�ggg (qg '".' p (WINDOWS, 5 t 9`,@IV �6.P'Nd.J€ddf46 R Q tl .� h9iiJF DETAIL PAGE a v tl t !!A GF%ECKED BV PRODUCT MRN F�RER MODEL Ffi.'CR NOVNCi(MdLMdDR3�) L4PIN DESCRIPTION METHOD OF ATTACHMENT BldFDPNO DESIGN RRo��crDESIGN ENGINEER EDETAIL PAGE MODELPRESSURES PRESSURES La "aik¢a _B. AR RE EPA: FLS6fT7.4RZ} IMPACT a t€ B OWNEEWINDOWS SINGLE HUNG CvS WINDOWS SH8YQCP"CSdN�LEHUNO SMRACfi A ry IMPACT RATED REV, DATE (&_BB 2Cfl�M_t 3S6 INSULATED Se. PAinstallation �2€a€fs sheets provided SEE ELEVATION SHEET /7fPSF tl WINDOWS: IMPACT PAC"RATED OWE ..WINDOWS Bwasaa PVC ?XEC rRAEL13CfQS cR6} aMPR0' IMPACT REV. PATE, 07�3i_26 L6_ E 35fr INSULATED e EPA installation details she ets .SEE EFEJRT%:hSNEEi+65P5'. J vQ QY E t o t FREV D ESCRIPTIOIN "7 2 R%C35E .. R I PC 16 OCT26 FRONT � d DCiCr r, _ �Y R . EL 2Q tE$....R: TFiRCC3N 3 ,, S 4 O.C. w 1 EMBED _ �;.. M D C� / � SEE ➢ dJ 'CN�RNdA TRtB COVER h%t_. OPAQUE FIB SHEET + 5ik ASP tl CT RATED ERG64lSS , � D _ i R'V,. DATE: flt i2 2ii AND 6 OFF CORNERS 4 ... G u R i 4V 9 5 FP,TiC; E C* tl CIC:R FPFa.: FL 2Q�6$.4€t3 � n... n TARCONs i� o C ,tl A O .. w 1 EMBED _ 6 TfiEftMA TRBi i � S COVER SHEET OPAQUE FdSERGAESS , - G - IMRACTRATEi: _ ��: + 5 F REI... Dfi4TE. 07 %2 2Cb o &PAD 6 OFF CORV�ER,.. € 7 9W d Q GARAGE :D60R: P ANGLE TO 3 �... 6 8 LAG 8 AB DOOR CO. NOA.. ATE: 04.d2 O A 1. tlF tdS L SECTIONAL t 1 AND nni� BRACKET _ L F 2 RA KCi' TO HAVE LAG 2A Q.C.:.. IMPACT RATED =gas ss. ?a. t sa.o R _, 1 f av EXPI DATE: 08 f4 2I A a MAX N66 FROM 0. C RNcRS {` i6 t 8 fi p r ..0 V ascener. ,�9 x 15 HN1H... rnrrasian is;arrhw sealing S U_CR,%M, PAi.. res � k v Ya.t F FL RI 1 y u RCi:7F FINISH dG NSH 3 tl ATAYL®RRtiYCdFiN washers in com liacew FBi 20i7 Cade SeC.S59i Vtl / Fn9.25 SF R P MTe: PANELS APPR DATE4�¢` a Q 10 28_ �S- u Sets FPA i SaRlabnns details sheet provided e� 1 _ 8 GL tJnderla menhs must bE:ASl'P%❑226T de:II P lGIV6ER[A'tMENT rasTMoa se Type _— S ttgR1C1E➢S.56iPPLTERS 8 _ N ASTWib5757 RC E 0 d Complyingti� F3C 2017, Y... 712 0 able i5R .Y._ &t k 5 B t ".d _ tl R k :. TRIPLE N FP;4. EFi €F3 O VE T cCF7 65 ,9 _ p. SOFFIT E4A`iE.A,N.LTD BRACE o € c'. h _2x T - _ 4 BRAkwE AT CENTER �: NR R OF � a afv9YLSCkFFF.T PPNEL,, REV. DRTE, Q2 i3.i8 tl t 0 IXq RD4 NFRL PRODUCTS. GEAPC} I roofl a cement nt .a the underside, ba ck, and side VENTSFRA.�L 2SSB0� INC. Ranges; a roof Cement should be min kha, 'S �� 5 d � u RR t&�,VPR}E%tE OP�Rd6GEGENTS APPP6E1232_37 nn RSF T2 S and ezkend 2 beYdo8 and onko roafn9and_rRayen4s Q �' FP cG # kp tltl HURRICANE PANELS LS EASTERN �ETA%S... Y _PA P: 2ZFS6 R6�4n_20 x ! iss SCREWSLu LESS THAN SSPRN ._REV,.DATE. fl0flG i7 1 cs.a1 a2 ..�p � k tl « 9:. � M SPACEORT2O.C.CRAB+D aOTtOM VEIn CS IJ 3116 %iYTAPCON i MIN 12 0 0 ,MtLLiONS MIR EMBEDMENT MIN, EDGE iTST. 3" u b R t V 0lt :� tl V A T E R A! R L A V D %f NOTE: Q P F t 5109 Grand P�Irnetto VV`d 6�.0 Y--chrrsbeers b u.ne4 49 < ALL �1,4NUFA,URFC� F p Y_ Y 9 62� 0635 ALES F A Nib" �F FILL WITH tl € � ��' AFF�P�I�,�`E FASTENERS d-R 'u €rdar.6 34291 8049 fax 413 68Z 9013 .CL a. . SHAVE REVIEWED THE ABOVE C:MPONENT AN CLADDING AND HAVE APPROVED THEIR . signed Christopher TO PROVIDE ADEQUATE REI TANC_TOT=E WIND LOADS AND USE IN THIS x -dF FORCES O SPECIFIED BVCURRENT CODE RROVT PROVISIONS. .- <:ti s v MANE SI GNATURE , , 1 ,�_. SHEET F E — � E?_SIr;N FIRM C�Ra. NO �, err Pristoher D Beers . d e, _ ,r Beersw.m.,- P :DATEci v s _ �, 4�a5 ,2 �4p C RISTCiPFiER �, BEERS, P.E.SOLE, #k########## r , FLORIDA LICENSE R9f3, 64594 LL ffl�p Eq q 10 FOUNDATION NOTES TERMITE NOTES: ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE 1. A PERMANENT SIGN WHICH dDENTIFIES THE TERMITE TREATMENT PROVIDER AND STRENGTH OF 3000 PSI ®28 DAYS FOR FTG'S &SLABS 51'-10" 0 J m rWy M � M Z � �w O� a� V9 � a In Z N' w �� m N = m DATE 10/29/20 DESIGN BY CHECKED BY MODEL La To NEED FOR Lo RE PROVIDED. LTo L labor KITCHEN INIcu MTIM I2" SLOPE I/6 MAX=: "'.' WEDGE � CONTINUOUS __________ "THI K FIBERMESH Imo N MIN. 16"x16" FOOTING JL al 1%o WIRE r 31r SHOWER IT ILu N MIR T T 00 1 rAla CU Follow It t rall #5 BARS mommmomml t CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION rr-FINwm,° u=uNFIADV rM70M OF OF FlMELO R HAR AT mLOAO 8F16A B/1 T eMINwWOM J LOU "Rr FM) "FIE OPOF NOMINEE HEIGHT HEIOHr PWMEO Wa FOR uPUFr LOAD °ro )U-ILINTELMIN�J PIE;n NwcEo c.M.a For a5'-10" overall length U-lintel Type 8F16-1B/IT: pRp1r Safe superimposed gravity load = 4360 PLF ' !' Safe superimposed uplift load = 2080 PLFT_WAC Safe sm a or u m A Safe superimposed lateral load = 339 PLF RCI 1•' w wm �aEINREINFORCING a"�HEocw Beam Safe Applied Safe Applied Composite Gravity Gravity Uplift Uplift Load Load Load Load Oi 3'-0" 8F16-lB-lT 6113 <1000 3524 <500 2O 3'-8" 016-IE14T 6113 <1000 3060 <500 O4'-0" SF16-I13-IT 6113 <1000 2707 <500 O4'4" 8F16-1B-IT 6113 <1000 2707 <500 OW.6" 0164B-1T 6113 <1000 2707 <500 O6 4'-8" 8F16-IB-IT 5365 <1000 2276 <500 O5'-4" 8F16-lB-IT 5365 <1000 2276 <500 OS 5'-6" 8F16-1B4T 4360 <1000 2080 <500 O5'-10" 8F16-IB-IT 4360 <1000 2080 <500 10 6-2" 8F16-lB-IT 3480 <1000 1868 <500 11 714" 8F16-1B-IT 2661 <1000 1624 <500 12 7'-6" 016-1B4T 2661 <1000 1624 <500 13 7'-8" 8F16-1B-IT 1569 <1000 1072 <500 14 7'-8" 8F164B-IT 1843 <1000 1136 <500 15 81-0" SF16-1B-IT 1843 <1000 1136 <500 16 8'-4" 016-1134T 1843 <1000 1136 <500 17 8'-S" 8F16-IB-IT 1843 <1000 1136 <500 18 91-0" 8F16-1B-IT 1843 <1000 1136 <500 19 91-4" 8F16-1B-IT 1943 <1000 1136 <500 20 101-4" 8F16-1B-lT 1533 <1000 916 <500 21 10'-8" 8F16-1B-lT 1366 <1000 800 <500 22 12'-8" 8F16-lB-IT 1075 <1000 607 <500 23 13'-4" SF16-1B4T 1075 <1000 607 <500 24 13'4" 8F164B-lT 1075 <1000 607 <500 25 14'-0" 8FI6-IB-IT 1002 <1000 559 <500 26 14'.6" PRESTRESSED 1370 <10000 <500 8F16-IB-IT 27 17'-10" PRESTRESSED 950 <1000 405 <500 8F16-lB-lT 2B 20'-0" PRESTRESSED 750 <1000 348 <500 SF16-1B-1T 29 41-4" 8F84B-lT 2189 <1000 1207 <500 30 51-4" SF8-1B-lT 1663 <1000 1016 <500 31 8'-0" 8F84B-IT 725 <1000 590 <500 32 10'4" 8F8-IB-lT 643 <1000 530 <500 33 10'-8" 8F8-IB-IT 582 <1000 474 1 <500 CONNECTOR TABLE B�PBON IIBP IILFfYo FAt�t—d✓•iG![�tiMTgN AOOf110W1'L �rB1A7CL10fb w000rowuoo HT520 HTW20 1450 20 10D NAILS TOTAL 2 HT520 2 HTW20 2900 20 NABS EACH STRAP H10A RT16A 1140 9 10DX9-1 2' NAILS TO RAFTER & 8 IOU TO PLATE SPH4 6 8 SPTH4 6 8 1360 12 10D NAILS TO STUD MOOD M tANpEIE 1450 7 10DX1-1 2" NAILS & 4" EMBEDMENTI TYP FOR HIP JACKS OR 1—PLY TRUSSES META20 HETA20 1810 10 1ODX1-1 2- NAILS & 4" EMBEDMENT& IYP FOR HIP JACKS OR 9—PLY TRUSSES HTA16 1870 10 tODX1-1 2" NAILS & 4" EMBEDMENTA TYP FOR HIP JACKS OR 1—PLY TRUSSESA HTSM20 HTWM20 1175 8 tOD NAILS & 4 1/4 X2-34" TAPCONS TYP FOR MISSED STRAPS NO LIMI 2 META20 — 1985 5 10DX1-1 2" NAILS EACH STRAP TYP FOR 1—PLY TRUSSES GIRDERSA 2 HETA20 2500 7 16D NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 2—PLY TRUSSES GIRDERSA 2 HTA16 2430 10 1OD NAILS EACH STRAP & 4" EMBEDMENT TYP FOR 1 or 2—PLY TRUSSES GIRDERSA OMDER 1XM1ECld6 MGT MUGT15 3965 5 8" ATR EMBED 6" & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HGT HUGT 9790 2 3 4" ATR EMBED 10' & 8 15 FOR Hu 10D NAI ADD 4" TO EMBED FOR LINTEL BEAMS FGTR 5000 2 1 20X5" TITEN HID & 18 SDS1 4X3 TO WOOD MAY BE FGTRHL 3850 MAX UPLI 2 FGTR — 9400 2 1 2"XS" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 tWKHL R 7200 MA% UPLI HTf4 H174 4235 5/8 ATR EMBED 6" & 18 960 NAILS TO WOOD ADD 4' TO EMBED FOR LINTEL BEAMS HTT5 HTT5 5090 5 8" ATR EMBED 6" & 26 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HDQS—SDS PHDB 7630 7 8' ATR EMBED 12" & 20 3" WOOD SCREWS 3 1 2" MIN WOOD MEMBER HHDQ11—SDS UPHD9 11810 1" ATR EMBED 12" & 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER HHDQ14 SSDE UPHO14 13710 1" ATR EMBED 12" & 30 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER MBHA NFMXXU 3165 3 4"X8" ATR EMBED FACE & TOP 1 2" TOP FOR N5 ENGINEER TO SPECIFY USAGE ON PLANS RPS22 KRPS22 1720 6 16D NAILS EACH END I NOTCHED PLATE REPAIR AT EACH PLY Oae1ALMM 1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (1) 10DX1-1/2' NAIL FOR EA 100 lBS OF UPLIFT (4 NAILS MIN). 2) MISSED STRAPS PROVIDE HTSM20/MTWM20 1-1/2" MIN EDGE DISTANCE UNLIMITED USE MAXIMUM UPLIFT 1175,y. FOR UPLIFTS TO 3965# PROVIDE MUGT15/MGT 3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR 1—PLY TRUSSES• ADD 24' MIN 2X SCAB TO TRUSS CHORD 4 REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE LE Ll 70 WALL TYPE LEGEND SYMBOL REPRESENTS CMU WALL- 8" (U.N.O.) BRIG, HT. PER ELEVATIONS INTERIOR SIDE - SMOOTH FINISH - PAINTED EXTERIOR SIDE - STUCCO CMU WALL - 8" (U.N.O.) BRG. HT. PER ELEVATIONS INTERIOR SIDE - SMOOTH FINIH - PAINTED EXTERIOR SIDE • HARDIE PLANK SIDING CMU WALL- 8" (U.N.O.) BRG. HT, PER ELEVATIONS WITH NON GROUTED CELLS FILLED WITH EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD, OVER 1x P.T. FURRING EXTERIOR SIDE - STUCCO CMU WALL- 8" (U.N.O.) BRG. HT. @ 10'-9" AFF WITH NON GROUTED CELLS FILLED WITH EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD, OVER 1x P.T. FURRING INTERIOR SIDE @ GARAGE - SMOOTH FINISH - PAINTED EXTERIOR SIDE AND COLUMNS -STUCCO _ BRG. PARTITION WALL - INTERIOR - 4" (U.N.O.) 1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES BRG. PARTITION - GARAGE WALL .411 (U.N.O,) 1/2" GYP, BIRD. BOTH SIDES OF 2x4 WD. STUDS @ 16" O.C. w/ CONT. 2x4 SILL AND DBL. 2x4 TOP PLATES w/ R-11 BATT INSULATION ON BEARING PARTITION • GARAGE WALL -4" (U.N.O.) 1/2" GYP. BRD, EACH SIDE OF 2x4 WD. STUDS @ 16" O.C. w/ CONT. 2x4 SILL AND DBL, 2x4 TOP PLATES wl R-11 BATT INSULATION ON BEARING PARTITION - INTERIOR - 4" (U.N.O.) 3 5/8" MTL STUDS WITH UPPER AND LOWER RUNNERS AT 24H O.C. MAX. d WOOD BLOCKING AT OPENINGS AND WHERE REQUIRED 0 VERIFY THE ELEVATIONS OF THE HOUSE &FOOTINGS DEPTHS WITH THE ENGINEERED SITE PLAN NOTE: SEE TRUSS MANUFACTURER PLANS/PROFILES FOR ALL ABOVE CEILING EASTERNERS/CONNECTIONS. THIS INCLUDES TRUSS —TRUSS, GIRDER —TRUSS, AND GIRDER —GIRDER CONNECTIONS ENTRY and LANAI Ceilings: 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Per ASTM C1063 and Stucco - ASTM C926 SEPARATION REQUIRED FBC—R R302.5.1 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION S A FLOOR /CEILING ASSEMBLY, THE STRUCTURE SUPPORT NG THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT OPENING PROTECTION FBC—R R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20—MINUTE FIRE —RATED DOORS DUCT PENETRATION FBC—R R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. hristo Beers ALL EXTERIOR MASONRY WALLS ACT A5 SHEAR WALLS/PIERS BASED ON RELAl1VE RIGIDITY SQUARE FOOTAGE LIVING 12956 GARAGE 679 LANAI 302 ENTRY&PORCH 166 TOTAL 3,103 LIVING 16,830 nt T r gn BUILDING CRITERIA BASIC WIND SPEED, Vult 170 MPH BASIC WIND SPEED, Vasd 132 MPH RISK CATEGORY II W ND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/-0.18 COMPONENT AND CLADDING ASD W ND PRESSURE (PSF) to FULLY ENCLOSED STRUCTURE MPACT 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 2017 6th EDITIONAT WATER -AIR - LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941462S-otij5 North Port, Florida 34291-8049 fax 413-687-9013 roN .,,Digitally signed by Christopher D Be p �•' • •"•q �bN: c=US, o=Unaffiliated, � • •` m ;'�i=A01410D00000172B9270F63001 mt:U STATE C'r �a IDA, cn=Christopher D Beers �te* 2020.10.29 14:55:42-04'00CHRISTO' �'rs4'S94 * 9\3 FLORIDAL CENSE NOHER D, R64594 i l l r 1 10' DATE $/D7/2D DESIGN BY CHECKED BY MODEL la tortoga-MARTI OWNER REV I DESCRIPTION W C � G Q Q 00 U' v ZOLL � QH-� F- U a O ON a um SHEET AZ FLOOR PLAN SCALE: 1/4" ELECTRICAL DEMAND CALCULATION GENERAL LIGHTING@3VA/FT=3VAX 1956 5868VA SMALL APPLIANCE 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 5@240 1200 VA EXHAUSTFAN52@240 480 VA OH GARAGE DOOR OPENER 600 VA GARBAGE DISPOSAL 480 VA WELL PUMP 0 VA POOL &IRRIGATION 0 VA 39228 VA 1ST 10,000 VA @ 100% 10000 VA REMAINDER @ 40% 11691.2 VA A/C -HEAT @65% 15000 VA TOTAL 36691.2 VA 240 VOLTS ELECTRICAL CONTRACTOR TO VERIFY ELECTRIALCALCULATION5 AND SERVICE REQUIREMENTS 152.88 AMPS USE200AMP SERVICE ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL Electric Meter 1 8 Electric Panel 1 � Disconnect r� Junction - 220V ml� Light -surface mount/pendant � } Light -incandescent pull chain { } l� Light - exterior flood/security Light - Recesed can Light -Recessed can vapor proof ®� Light-Ext.-Wall Mount- Coach Light -Fluorescent Ili Light -Fluorescent - UC Ligh[ -wall mount T Receptacle - 110v Receptacle - 110v -switched Receptacle GFI Receptacle WP/GFI $tWP/GFl Receptacle dedicated �D Receptacle -dishwasher J110v � m „a Receptacle 4 Plex GFd � GFI Receptacle 22DV-Dryer Receptacle J 130V & 220V -Range ��m��a Water heater junction 220v m�a� Prewire For GDO GDO Push button gdo t switch Switch - 3 way 3 Phone jack P� 4 Cable TV 0 Smoke / CO detector SD CO Exhaust Fan Ceiling Fan Light Comb gh-In n Solid lines - install F I � �1� Dashedlines - Pyre wire only w/ cover �' 7 r�-'�' i� � r `�J LL m °' a x� MF WELL PUMP PRIMARY CU SERVICE BY POWER CO. �3�L1L:1] SIZE SERVICE 200 AMPS CONDUCTOR SIZE 2/0 CU METER CAN ONLY CONST.TYPE RESIDENTIAL 200 AMP OVERHEAD ELECTRIC SERVICE 1/2" riser pipe pLUM�NUM 200 AMP METER LASED Disc. Pvc #4 Bare wpp�r to steel of foo with one ground rod 6' away DISC. �p�a coPPER ro ucHTs @ OUTLETS /10 COPPER TO WATER HEATER i8 COPPER TO RANGE ELECTRICAL RISER NTS ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS 2. 150 AMP SERVICE. 3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/APPLICABLE PROVLSIONS OF THE CURRENT NATIONAL ELECTRIC CODE, STATE & LOCAL CODES AND ORDINANCES AND REQUIREMENTS OF FLORIDA POWER & LIGHT. 4. SMOKE DETECTORS ARE REQUIRED. 5. CARBON MONOXIDE DETECTORS AS REQUIRED 6. FIELD VERIFY RECEPTACLE LOCATIONS 7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES), AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS WHERE REQUIRED PER NEC 230.12 THE ARC -FAULT CIRCUITINTERRUPTER(S) SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC 406.11 9. RECESSED LIGHTING FIXFURES MUST COMPLY WITH FLORIDA ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY ENCLOSED). 13. GARBAGE DISPOSAL TO BE ON SWITCH CONTROLLED OUTLET. 14. BOTH DISHWASHER AND GARBAGE DISPOSAL OUTLETS TO BE LOCATED INSIDE CABINET BELOW SINK FOR ACCESS. 15. IXHAUST FANS IN BATHROOMS TO IXHAUST DIRECTLY TO EXTERIOR OF STRUCTURE. 16. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED. 17. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS. 18. ALL LIGHTING FDCfURES, RECEPTACLES, AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF NEC.. 19. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR. 20. WIRE AND INSTALL OUTLET FOR GARAGE DOOR OPENER. 21. ALL SWITCHES TO BE DECORA ROCKER TYPE. 22. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE RANGE MUST BE HOME RUN TO HOUSE PANEL. 23. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR. 24. ELECTRICIAN TO SUPPLY ALL SMOKE, SMOKE/CARBON DETECTORS, AND DOOR BELL CHIMES. 25. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. HOME OWNERS DO NOT HAVE THE RIGHT TO MAKE OR DIRECT CHANGES WITHOUT CONTRACTOR APPROVAL AND RESULTING REVISED DOCUMENTS. 0 J m o-Wr M U In J M Z J � H O� a� �� .'�"-I O to a V Z° y J C� J m \:ate O f'� DATE 8/07/20 DESIGN BY CHECKED BY MODEL La Tortuga_MAR I OWNER REV DESCRIPTION 1 P1 04 SEP 20 2 P2 16 OCT 20 3 4 5 6 7 8 W �' F— c G Q Q � ti c� goy Q W � �' cri � ZOLL � Q F- J LLI }± � W Q � � .�, ova � � � IL.V � SHEET A3 ELECTRICAL SCALE: 1/4" = 1'-0" 4 OF $ TYP. EACH SIDE OF ENTRY FIELD FRAMED CRICKET "/12 PITCH MIN. •�ii.. -� 1 TOP OF WINDOWS TO FASCIA =11-3/16" +/- W/2x4 END RAIL I �� ®®®® �: ; I I-�l�l�l�lllllllllllllllll��l,I,I,I,IJ,I,IJ,I,I,I,I,IIIII J + 38.2 41.7 FRONT ELEVATION SCALE: %4' = 1'-0" s v' CRIMP MTL. ROOFING OVER UNDERLAYMENTS 12 5� RAISED STUCCO BAND I I ! SURFACE APPLIED 12 I DECORATIVE 5 � � I� � I � OUTLOOKERS 12 12 I 5� 5 I i � it —_L_I_ I -------------- --- --- �, --�----r I I I L� [p 'EGRESS .. �'.. ,f IMPACT RATED � + 39.2 PVC SINGLE HUNG - 42.6 _ _ _ _ _ _ __ _ _ _— — _ _ WINDOWS SCALE: 1/4' = 1`-0'° STUCCO LIGHT TEXTURE FEVISH 12 1� 5 5'V' CRBvIP 5 MTL. ROOFING - OVER UNDERLAYMENTS i----�------ --i- -- ----------------------- Ip,_9„ Truss br ALUM FASCIA wRAP ovER wooD ', SUB FASCL4 -------------------------------- --- ------- g�_1" Truss beaz ® � ® � PERFORATED VINYI. SOFFIT PANELS O -TYP. ALL OVERHANGS HARDIBOARD 'r'^ W � � TRIM AT CORNERS AND OPENINGS HARDI PLANK IIvII'ACT RATED J +27 HORIZONTAL O.H. DOOR -30 SIDING 7" EXPOSURE MAX. 12 12 5 � .ROOF VENT �� 5 12 I I I I I o I TOP OF WINDOWS TO FASCIA 5 � � RooF VENT �, III I ' � �. =11-3l16" +/- W/2x4 END RAIL i, �� 'I � I� I f ', 'I I, I I I I I I II II III i I I--=---------=—=--� I � I I � �I �� I I I I I I �� I --------------- - - � l i -------- -—J-I=--- - - --- -- ---------------- o� �p EGRESS. q' + 42.6 LEFT (SIDES ELEVATION SCALE: �/a , = 1'-0" 12 I ! II 12 5� R F V I ROOF VENT � 5 '�I Q o ' ALUM FRAME SCREEN ENCLOSURE FRAME COLOR: WHITE 3068 SELF CLOSING ALUM FRAME SCREEN DOOR ------------ -ALUM FRAME --- -- + 38.2 + 38.9 Es'IFACT RATED SCREENENCLOSURE - 41.7 - 42.3 DOOR &FRAME FRAME COLOR: WHITE ASSEMBLY ALUM FASCIA wRAP ovER wooD SUB FASCL4 VINYL SOFFTT PANELS - TYP. ALL OVERHANGS 12 12 ' 5 �' ROOF WENT II � S I I I I I I �� II �I � I Io,-y" T.o. BM. - --! --=--- � -- -- -- — -- � - �I- I— � -- I I � � � I I � � I � I � � I Ttuss brg. @Entry � I I, I I I I � I I I �I I �i1i I � �� I I � i I I i I I I I I I � I I II I I I I I I I I 8�_1" T.O. BM. � � I. L, I '' I, I I � I � � I Truss beazin TYP. ----------------'---------------------------------'-----'------ -------------------'---------------------------------------------------------- — g( ) r. � C TEXTURED ELECTRIC METER STUCCO � ANDHOUSE � p1. _ �. FINLSH DISCONNECT FIELD LOCATE - � i0 ' EGR�SS�. _, � RIGHT (SIDE) ELEVATION SCALE: %4' = 1'-0" IMPACT RATED J PVC SINGLE HUNG WINDOWS + 38.2 - 41.7 + 39.2 - 42.6 IMPACT RATED PVC DIRECT SET FDG"sD GLASS WINDOW + 40.3 - 43.7 TEXTURED slvcco FENISH I-= -- -- — _ �—�I 3 � - ----� ---I- � -� FLORIDA BUILDING CODE RESIDENTIAL 2017 6TX EDITION BASIC WIND SPEED: 170 MPX RISK CATEGORY: 11 NOMINAL WIND SPEED (vasd): 132 MPX FLOOD ZONE: ZONE X INTERNAL PRESSURE COEFFICEINT: +/-0.78 EXPOSURE CATEGORY: C STRUCTURAL FORCES: FLOOR LIVE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PSF ROOF DEAD LOAD 25 PSF ROOF SLOPE; 5/72 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 7: +23.3/-39.0 ZONE 2: +23.3/-64.4 ZONE 3: +23.31-95.2 ZONE 4: +40.3l-43.7 ZONE 5: +40.31-54.0 WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING WINDOWS: +39.21�7.7 DOORS: +38.91�2.3 GARAGE DOOR: +27/-30 MEAN ROOF XEIGXT: 12 FEET RAISED STUCCO BAND 12 a5 1 _—_-- ----- 10'-9" T.O. BM. Truss brg. @Entry ___—___—_— _—_ 8'-1" T.O. BM. Truss bearing (TYP.) SURFACE APPLIED DECORATIVE OUTLOOKERS ROOF VENTING CALCS PER FBC R806 TOTAL ROOF AREA 3505 VENTING REQUIRED 35055FX1445QIN/SQFTXI/3005QINVENT/SQINROOF= 16825QIN 11.68333333 SQFTVENTILATIONREQUIRED 40%MINIMUMINUPPERROOF= 4.6733333SgFTREgUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA =.72 Sq FT/4' VENT 7 TOTALREQUIRED WITHIN 3'-0" OF MAIN PEAK= 5.04 SQFT REMAI N DER TO BE ACHIEVED WITH VENTED VI NYL SOFFIT 11.68333333 - 5.04 = 6.6433 SQFT REQ'D AS PERMANUF.SPEC'SVENTEDVINYLSOFFIT156.2SQIN/LINFT=.043SgFTPERLINFT.TOTALSOFFITLF= 262X 0.043= 11.27SF TOP OF WINDOWS TO FASCIA =11-3/i6" +/- W/2x4 END RAIL I 12 �5 I � I II II i ' I STUCCO FINISH 5 'V' CATNIP MTL. ROOFING OVER UNDERLAYMENTS ALUM FASCIA WRAP OVER WOOD I SUB FASCIA I `PERFORATED VINYL SOFFTT PANELS - TYP. ALL OVERHANGS Christoph S V � WATER -AIR -LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 ' � �, Digitally signed by Christopher D Beer .�*of ss/o,y '� �•••• • a -, DN: c=US, o=Unaffiliated, - y�•�p�a=A01410D00000172B9270F630000 2D "� � y'"�$, cn=Christopher D Beers `••. STATE �r :' � pate: 2020.10.29 14:55:01-04'00' ,= O . ��,s4sy4"* ' SVP� �� CHRISTOPHER D. BEERS, P.E. ' r,,,,,,,t � FLORIDALICENSEN0.64594 J rl7 W M J M Z J �LL �w O� o_ � �� ,�'-i Q In O_ V :n G L� �"�' '„ I 0 J mv a '� o �; - � m DATE 8/07/20 DESIGN BY CHECKED BY MODEL La Tortuga_MART OWNER REV DESCRIPTION 1 P1 04 SEP 20 2 P2 16 OCT 20 3 4 6 6 7 8 a D' � g�� c� V � Z ZQO� J � ~ � � U -� 0` w ¢ � O �Uw .�, �- � o a Q N OT f� C7 LL SHEET A4 ELEVATION SCALE: 1/4" = 1'-0" 5 OF $ E 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 211 IINN MNGSHANK NAILS AT 6'HO.C. ING W/8d Z6GAUGE(MINP)EDGE THROUGHOUT lloA ATTACH W.C. S ROOF NAILS / FA CI O.C. STAGGER WITH 12" OVERHANG FASCIA NAILS _ 26 GAUGE (MIN.) ALUMINUM FASCIA OVER 2x4 END RAIL; ATTACH 2x4 TO TRUSSES WITH looloo (2) 12d, FACE NAILED ATTACH FASCIA WITH ROOF NAILS AT 12" O.C.; STAGGER DRIP EDGE NAILS PREFINISHED PERFORATED VINYL SOFFIT- ATTACH TO WALL WITH'IF" CHANNEL USING "T-NAILS" AT 16" O.C. 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 as 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 Wx8"x16" CONC. BLOCK DECORATIVE CEMENTIOUS COATING (1) COURSE 9" BLK GRADE SHALL BE --- �4" BELOW FINISH FLOOR LINE Nsl •I • 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 BAFFLE/VENT INSULATION R-30 OR PER ENERGY CALE'S 5/8" DRYWALL OR 1/2" CD. BOARD CLG. SINGLE 8" U-BLOCK WITH (1) #5 RE -BAR TOP CONTINUOUS IN EACH U-BLOCK f� Q V) N •L M > _ BLOCK FILLED INJECTED FOAM INSULATION R-4 1/2" DRYWALL OVER 1x2 P.T. WD. FURRING WOOD BASE 4" CONC. SLAB, 3000 PSI, W/ FIBERMESH OR 6X6X10/10 WWM N A 6 MIL VISQUEEN VAPOR BARRIER W TAPED & LAPPED JOINTS, OV�R TERMITE TREATED, WELL POMPACTED EARTH 16"W X 16"H CONC. FOOTINGal . W/(2) #5 BARS CONT. ��\�jj�jj�jj�j,�%�� FILL MUST BE CLEAN AND COMPACTED TO A MINIMUM (OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED TVI3It"I'A 1 1AIA I I CCr`TlnmPROCTOR MAXIMUM DRY DENSITY NOT TO SCALE TRUSS CONNECTOR NOTES: 1. PROVIDE SIMPSON (i)HETA 20 HURRICANE STRAP AT EACH TRUSS TO TIE -BEAM CONNECTION, UNLESS NOTED OTHERWISE. R703.4 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 NS 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 1 X2 P.T. oll WINDOW FRAME ATTACH TO CONC. BLOCK THROUGH WOOD WINDOW BUCK W/ 3/16" 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 r1x2 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 BEAM SPEC. EE FLOOR PLAN BEAM - SEE FLOOR PLAN FOR SPECS I I'll 11 •11 11 ,'9 • 1 11 � ;s' • TYPICAL BLOCr1 i WALL J ao`NZ Most rl. it I ALTERNATE HOLDOWN: USE (2) SIMPSON MSTAM24 WITH (9) 10d AND (5) .. .. 1/4"x2-1/4" TITENS ENTRY CMU COLUMN/HEADER TYP. STUCCO FILLED BLOCK 1#5 all FOIL CAS LX21.T. FURRIN 1/2" DRYWALL EXT. SWING DOOR 1/2"DRYWALL ATTACHMENT DETAIL NOT TO SCALE 1X2 P.T. I It TYP.STUCCO S.G.D. ATTACHMENT DETAIL NOT TO SCALE DOORFRAME ATTACH TO CONC, BLOCK THROUGH WOOD DOOR BUCK W/ 3/16" X 2-3/4" TAPCONS. FILL ALL HOLES. 1-1/4" MIN EMBEDMENT 1X6 P.T. DOOR BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 1B" O.C. VERT NOT TO SCALE dor lot (4) 10d EACH SIDE OF 2x4 TO BEAM — 10d AT4" 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" LG. REDHEADS W/ 2" DIM. X 1/8" WASHER STUD ALONG BLOCK WALL TO BE P.T. (4) SIMPSON STRAP 00000 LSTA15 FASTENED W/ (12) 10d NAILS EACH GENERAL NOTES: 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-0" as VERIFYACTUAL ELEVATION WITH THE ENGINEER S SITE PLAN 2) CONTRACTOR SHALL VERIFYALL 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 SPECIFIC4T70NS. STRUCTURAL MEMBERS ARE NOT SELF SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARYBRACING UN77L 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 SPECIFIC4T70NS, OR ARE SUPERVISED BY THE ARCHITECT DURING CONSTRUCTION. 7) ALL MODIFIG47IONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. 2" x 12" looloolool `s4"X4" WOOD POST CENTERED ON CBS WALL CBS WAL POST CONNECTED TO CBS WALL W/ SIMPSON ABU" 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" J��i`rrl� MIN.EMB, SPACED EQ, W/2" HEADER AT RAISED ENTRY/CMU WALL WASHER OR (4) 4" X 4-1/2" 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. (DBL 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. (DBL LEAF) 16" NOMINAL VERTICAL #5 REBAR (TYP.) z o. m .a' 0 CONCRETE FILLED CELL Z 0.` 8"ai0° CMU 8"X 16" C.M.U. DETAIL NOT TO SCALE NOT TO SCALE WEDGE ANCHOR 'L F 4i PA MINIMUM 2x4 CROSS BRACING (SEE PLAN FOR LOCATIONS) (3) 12d NAILS PER JOINT 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 1a 2x6 PT with 1/2" x 7" wedge anchors with square washers BRACKETS MOUNTING BRACKICI GLIDE GLIDE FOR �I I � I ROD • I 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 EDGES & 12" IN FIELD 2x4 SYP @ 16" O.C. TO 48" HIGH I 2x6 SYP @16" O.C. 48" TO 72" IN HEIGHT 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 3211 O.C. LO N in N _ V 16 °' FOOTING AT CORNER / 2x6 P.T. S.Y.P. BUCK ./ ONE 1/2" x 1-5/8" LAG � MOUNTING SCREW PER TRACK BRACKET 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 INSTALLATION DETAIL N.T.S. INTO CMU; MIN. LENGTH OF 4" GARAGE DOOR BUCK INSTALLATION USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION WITH A MINIMUM OF FOUR 1/2" 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" ox, ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS AT 4" O.C. GARAGE OVERHEAD DOOR CONNECTION NOT TO SCALE oloo~.' . 8" CMU WALL KNEEWALL DETAIL NOT TO SCALE BARS PER PLAN w/25" MIN LAP BEAM CORNER DETAIL NOT TO SCALE NOT TO SCALE DETAILS AND SPECIFICATIONS Norin Tort, I-IOrIOa :34451-ti1.149 fax 413487-9013 Digitally signed by Christ ph r D Beers C h i° 11. le r D DIN: c=US, o=Unaffiliated * 5� as ou=AO1410D00000172B 27 F630000B HEAD a too g e- A W= 2DA, herDBMN D B BUCK ABOVE GARAGE • E. O STATE OF N = 3Tr,FHERF010.29 14:53:3 �Ot100' as DOOR OPENING; ATTACH F y'•, �, ;4moo; IDA LICENSE NO. 64594 LJJ CONCRETE NAILS 0 4" O.C. o • CORI°A: 4i ; i,,�q$94..*..S& ; _ ,III,,, ATE 0 0 J m ►w-I Ln U I.r1 O1 J Vat Fass rn Z J LL Im"'I has OJ a � InMan CFe ,r—I O Ln a V Z =� C IX m`aaaaaa a =� o M m DATE 10/29/20 DESIGN BY CHECKED BY MODEL La Tortuga —MAR OWNER REV DESCRIPTION 1 P1 04 SEP 20 2 P2 16 OCT 20 3 4 5 6 7 8 LIU of QGc Islas 0 �C]� Qof Z0LJL I- 'tf U a W Q 0 � .o ova f1 Mass, (D"ass LasSHEET as S1 STRUCTURAL SCALE: Custom 90F 8 iTW1 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 "SPECIFICflON FOR MASONRY STRUCTURES° ACI 530.1 /ASCE 6-05/TMS 602-05: PART 2 & 3 100.1.2 MORTAR - SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH ASTM C 270 100.1.3 GROUT - SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8 INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM SPECIFED 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, SECOON 5.3. INSTALLAflON OF CONCRETE SHALL BE PER ACI 318, SECflON 5.10. 100.1.5 REINFORCING STEEL - SHALL BE MINIMUM GRADE 40 AND IDEN7IFlED IN ACCORDANCE WITH ASTM A 615, A 616, A 617, OR A 706. 100.1.E 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 flES. 2 ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES. 100.1.7 GALVANIZATION - METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- flON AND NOT DIRCILY EXPOSED TO 1HE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTON 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, 80 = 2 1/2 INCHES LONG X 0.131-INCH DIAMETER. SEE TABLE B.BA IN 1HE NAflONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 100.1.8 WOOD FRAME MEMBERS ALL FRAMING LUMBER SHALL BE HEM-FlR, 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-FlR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH 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 2,650 PSI AND MODULUS OF ELASTICITY, E, OF 2,000,000 P51. 100.2 MASONRY WORK, GENERAL 100.2.1- ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY SHALL BE FULL HEAD AND BED JOINTS. 100.2.2- BED JOINTS SHALL BE 3/8 INCH (+ 1/� INCH) THICK. HEAD JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK. 100.2.3- THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH. 100.2.4- MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND, 9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN ADDIflON TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 10D.2.5- LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8 INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN NOT EXPOSED TO EARTH OR WEATHER. 100.3 REINFORCING STEEL GENERAL 100.3.1- REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPflON: WHERE TWO N0. 5 BARS ARE REQUIRED WITHIN 1HE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE SUBSTITUTED. 100.3.2- WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, THEY MAY BE BUNDLED. 100.3.3- SPUCES SHALL BE LAP SPLICES. 1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING BARS ARE NOT SPACED FARTHER APART THAN 5 INCHES FOR N0. 5 BARS AND 7 INCHES FOR N0. 7 BARS. 2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR N0. 5 BARS AND 35 INCHES FOR N0. 7 BARS (40 BAR DIAMETERS). SPUCES OF A N0. 5 BAR WITH ONE N0. 7 BAR SHALL BE A MINIMUM OF 25 INCHES, AND TWO N0. 5 BARS WITH ONE N0. 7 BAR SHALL BE A MINIMUM OF 35 INCHES. 100.3.4- REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FlELD IF: 1. ALL REINFORCEMENT IS BENT COLD, AND 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FlELD BENT. EXCEPflON: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH. 100.4 COVER OVER REINFORCING STEEL 00.4.1- FOR FOUNDAl1DNS MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH; OR, 1-1 /2 INCHES FOR No. 5 AND SMALLER BARS, AND 2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW FOOTINGS WHERE INSUFFlCIENT WIDTH IS AVAILABLE TO ACCOMODATE A STANDARD 90 DEGREE HOOK AND PRONDE 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 N0. 5 BARS AND SMALLER, 2 INCHES FOR N0. 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 W71H FACE EXPOSED TO EARTH OR WEATHER. 1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. i00.5 FRAMING NOTES 100.5.1- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 95/32' MINIMUM C-D PLYWOOD SHEATHING OR OSB. 100.5.2- ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG DIMENSION PERPENDICULAR TO THE FRAMING. 100.5.3- NAIUNG FOR ROOF AND WALL SHEATHING SHALL BE (1� 8d RINGSHANK NAILS FOR ALL SHEATHING UP fliRU 1/2° THICK AT 6 O.C. THROUGHOUT; AND (2) 10d RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" THICK. NAILING SHALL 8E 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 AGIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES 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 SPECIFlCAflONS FOR METAL PLATE CONNECTED TRUSSES, AND SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 101 FOOTINGS AND FOUNDATION 101.1 DESIGN 101.1.1- TYPICAL FOUNDAflON DETAILS AND MINIMUM SIZES ARE SHOWN ON THE FOUNDAITON PLAN AND THIS SHEET. 101.1.2 A SOIL OR WAS1E PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDAflON WALL SHALL BE PROVIDED WITH A RELIEWNO ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING 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 'MAN 8 INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORGNG AS THE WALL ABOVE. 101.3 FOOTING DOWELS ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES. iBI3i)��gll'.i�l�ll9 7 WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE 'ONE BY PRESSURE TREATED WOOD. N1DTH SHALL BE SUFFCIENT 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 i-3/4' NAILS AT 16" O.C. THE BUCKS SHALL BE FlNALLY ATTACHED Wlhi REDHEAD 3/16° TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFCIENT LENGTH FOR A MINIMUM OF 1-1/4° OF PENETRATION INTO THE CMU OR CONCRETE. 1HE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLAl10N DETAILS. PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOhi 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. W1D1H SHALL BE SUFFlCIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE 'MNDOW OR DOOR FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE N11H CASEHARD 1-3/4' NAILS AT 16" O.C. THE BUCKS SHALL BE FlNALLY 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 flTAN 780 SGL CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKSET ®39' FRON TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL CYI. (OR EQUIVALENT) W/ 2-3/8" BACKSET ® 44-1/2' FROM TOP OF SLAB. USE 4-1 /2° X 1-5/8' WOOD LOCK BLOCK ®EACH LOCK PREP. GENERAL NOTE FOR OPENINGS: WOOD MEMBERS 7HICKER THAN THOSE SPEGFlED MAY BE USED AS LONG AS THE LENGTH OF THE 3/16' TAPCONS IS SUFFCIENT TO OBTAIN A MIN. OF 1-3/8' PENETRATION INTO THE CMU OR flE BEAM. TYPICAL CORRECTION NOTES 1) ONE SIMPSON RFB#4z10 MAY BE SUBSTITUTED FOR 1/2' ANCHOR BOLTS WHEN NECESSARY 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS -USE SIMPSON M15M20 WITH (7) 10d IN 1RU55 AND (4) 1/4'x1-3/4' TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO B70 IBS.; IN CONCRETE FOR UPLIFTS UP 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) FlBERMESH FlBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDER WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. ADDITIONAL GENERAL &STRUCTURAL NOTES 1. CONSTRUC110N METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS, DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION. 3. THESE PLANS WERE RENEWED BY THE ENGINEER FOR STRUCTURAL COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. 4. THE CONTRACTOR MAINTAINS THE RESPONSIBIUtt FOR ALL CONSTRUCTION MEANS METHODS &TECHNIQUES, INCLUDING BUT NOT UNITED 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 FlLLED WITH CONCRETE AND (1) /5 VERTICAL RE -BAR. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE THAN 6?USE (2) 2x122BEAM ANDN(3) FULL LENGTH STUDS ATINEACH END. R CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) LISP RT12's EACH END. TO STUDS WITH A MINIMUM OF (2) USP RTf2's EACH END. 7. Buildings shall be constructed in accordance with the provisions of the climatic and geographic design criteria as limited by the provisions of this section. Additional criteria shall be set forth in Table R301.2(1) of the Florida Building Code 2097 6th edition. 1D6.1- 8. Flame spread and smoke index for wall and ceiling finishes shall COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR be fn accordance with Sections R302.9.1 through R302.9.4. PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN 9. Flame spread and smoke -developed index for insulation shall he HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL In accordance with Sections R302.10.1 through R30210.5. CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER. 1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR N0. 3 BARS FOR 10. All gypsum board materials and accessories shall conform to Bx8 INCH COLUMNS AND FOUR N0. 5 BARS FOR ALL OTHER COLUMN SIZES. ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C 2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL 1278, C 139E or C 1658 and shall be installed in accordance with BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL the provisions of this section. Adhesives for the installation of BE 1-1 /2 INCHES OVER THE COLUMN TIES. gypsum board shall conform to ASTM C 557. 1D6.2- 11. Ceramic the surfaces shall be installed in accordance with ANSI CONNECflON OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND A708.1, A706.4, A108.5, A106.6, A706.11, A718.1, A718.3, A736.1 BEAM AT THE TOP SHALL BE AS FOLLOWS: and A137.1. 1. Bx8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 2. Bx16 INCH COLUMN; TWO N0. 5 STANDARD 90 HOOKS (ONE IN EACH CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP. 3. 12x12 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDAflON AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE B0770M; THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, AND EACH SPUCED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & TWO N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH SPUCED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED IN A CORNER. 106.3- LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: 1. MAXIMUM VERTICAL SPACING OF LATERAL flES SHALL NOT EXCEED THE LEAST NOMINAL CROSS SECflONAL DIMENSION OF THE COLUMN. 2. LATERAL flES MAY BE PLACED IN THE MORTAR JOINTS (PROVDED THEY ARE NO LARGER THAN 1 4 INCH DIAMETER OR IN THE GROUT. 3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE ' -HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOflNG, SLAB, OR BEAM IN ANY STORY. THE TOP LATERAL flE SHALL NOT BE MORE THAN ONE TRUSS: SEE ENG. -HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN hIE BEAM ABOVE. TRUSS LAYOUT 107 WINDOWS ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFlED BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF 551012, ASTM E 188E AND ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION THEN THE WINDOWS NEED ONLY MEET 1HE PRESSURE REQUIREMENTS OF FBC 1609.1 FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON- TRACTOR IS REQUIRED TO PROVIDE DOCUMENTAflON FOR THE WINDOWS AND PANELS DEMONSTRATING COMPLIANCE WITH THESE SPECIFCATIONS. 108 DOORS ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS REQUIRED TO PRONDE DOCUMENTAflON FOR DOORS DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS. H10A CONNECTOR TRUSS TO KNEE \ DOUBLE 2"X4 TOP PLATE WINDOW, EXTERIOR DOOP. AND PANEL CRITERIA 1�2" X $" WEDGE ANCHORS @ 32" O.C. THE MANUFACTURER'S SPECIFlCAflONS AND TEST RESULTS FOR THE REFERENCED WINDOWS, W� (2) WASHERS $L NUTS SGD. DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE SEC110N 1609 FORA 160 MPH, 3 SECOND GUST, W1N0 LOAD HAVE BEEN RENEWID AND ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED SPH4(OR SPH6) PLATE IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFCATIONS. ANCHORS �32" O.C. � 4" CONC. SLAB (TYP.) VERIFY STEP. SEE EOUNDATION- PLAN =0R FOOTING SPECIEiCATIONS 25" MIN ACTUAL CHANGE IN BEAM ELEVATION DETERMINED IN� FIELD #5 HORIZ REBAR IN BEAM BLK I SEE TYP. WALL SECTION FOR\ DETAILS a� a� a� � a� BEAM BLOCK ' SEE WALL SECTION FOR DETAILS ll #5 REBAR VERTICAL ' ■ BEAM BLOCK SEE WALL SECTION FOR DETAILS ` #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 PRE -MANUFACTURE^ TRUSSES 2X4 STUDS SEE WALL SE( FOR APPLICAI AND STUD SP @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING COC RESIDENTIAL NOTE: NON BEARING WALL DETAIL IS IN CHANGE IN BEAM BLOCK ACCORDANCE WITH602.20FTHE NON -BEARING WALL CONNECTION FLORIDA BUILDING CODE 6TH EDITION ELEVATION DETAIL NOT TO SCALE NOT TO SCALE CONNECT TRUSSES TO LOAD BEAR WALLAS NOTED ON THE PLANS. TRUSS: SEE ENG. TRUSS LAYOUT- �� H10A DOUBLE 2"X4" � ,� TOP PLATE P, � � LSTA 16 32" O.C. �' Q � 2"X4" FRAME �' � WALL SPACED � a (W 16" O.C. � W � � 2"X4" P.T. BTM PLATE /i� :.....'-.:.�._-.: �.:,.. i�/ice/i�/i�/i! a � W �" PLYWD. SHEATHING 8d NAILS @ 6" O.C. NOTE: PROVIDE (2) LAYERS"GRADE D" (OR EQUIV.) MOISTURE BARRIER, WIRE LATH ATTACHED 7" O.C. & 8" STUC C 0 PER ASTM C 926 IE EXPOSED COMPACTED FILL DUAL BEARING WALL DETAIL NOT TO SCALE 2X12 HEADER NOTE: (2)2X12 TO SANDWICH (1) 1/2" PLYWOOD W/ (2) ROWS OF 3" NAILS @ 6" O.C. NOTE: BEARING WALLS THAT GO INTO BLOCK WALLS ATTACH WITH WEDGE ANCHORS 32" O.C. VERTICALLY UP WALL ENTRY DETAIL NOT TO SCALE (2)2x12 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 51MPSON "HTT4" ATTACHED TO STUDS. - (1) SIMPSON "SPH4" PER STUD. NOTE: (2) JACK STUDS & (1) KING STUD (MIN) { u °a ° j . 1 d °O ° a' L ° a ° . CONCRETE FOUNDATION d c ° ° :AS NOTED ON. PLANS � d ° ° ° c ° c ° a � d �. ° � °'. �'° FRAME BRG. WALL W/ OPENING TYPICAL CONNECTOR DETAIL NOT TO SCALE DETAILS AND SPECIFICATIONS icuv vva North Port, Florida 34291-8049 fax 413-487-9013 C h r i sto p h e r D Digitally signed b Christq�hec,Q Beers DN: C=US, o=Una Illat��` OFESS/pyq �, ou=A01410D0000 cv Beers 62DA,cn=Christo - . � rs �`°_ � N. O - Date: 2020.10.29 1 �$:'� 1 SIi�0�3' •� � ; � '�, 4sy4"* ' Sv0 �� CHRISTOPHER D. BEERS, P.E. LJJ '��,,,,,,,�� FLORIDALICENSEN0.64594 C=/i 0 m W M � � � M Z J � W 0 J a� V7 � L~r1 cam. V Z �s y W i v Q O C`% ry/ _ �/1 m DATE 10/29/20 DESIGN BY CHECKED BY MODEL Ld TOrtUga_MAR OWNER REV DESCRIPTION I P1 04 SEP 20 Z P2 16 OCT 20 3 4 5 6 7 8 W H Q � c� goy Q W � � M � � Z O QH lj �- 'tS � U V� W Q � O �Uw .°�, �-- � �_ � a 0 4 N � J U� � IJ SHEE-F S2 STRUCTURAL SCALE: 1/4" = 1'-0" 10 OF $ [RE q w CD O O c N o x (� r O CL � :3CD 0 CD 0 o o = 3 CD a �� N00 _ �• 3 O � Co O DN s ANC co opoPQ ONN O N (n j N a: c :2 O (0 N CD O C) W O M" Co n N I I I I I I I I BENCHMARK NO. 2 I I 5/8' IRON ROD &CAP PARCEL TAX ID: 4203-131-0001-000-5 STAMPED LB 7805 TRAY" I (OCCUPIED) ELEVATION 24.81 FEET (NAND 88) I FENCE CORNER FOUND 3/4" IRON PIPE I FENCE CORNER 0.8' SOUTH ry�y9 - - _ _ - _ _ - . I I I 0.3' SOUTH ti��0 N8T34'06"E 333.01' oHu -"oHu- 4 3 (BEARING BASE) _ _ off OHU OHU OHU OHU _ N87'34'O6"E 1332.05' _ U OHU OH HU OHU OHU 4' BARB WIRE FENCE _ - NORTH LINE SECTION 10/37/3 �s - - - - - - - - .- - - - - - - - - - - � o- BENCHMARK N0. 1 `'� - 10' DIRT ROAD _ �ti- c -0,6 tiy� 5 / 8 " I R 0 N R 0 D &CAP - - - - - - - - - - - - ti ,�, o-> tio-' 9 I 9 10 n I STAMPED 'LB 7805 TRAY" - - - - - - `�`' �n`� I��j�x� _ - xx''- I m M.A.F.L. QQ BARB y�RE FENC I °0 I ELEVATION 24.54 FEET (NAND 88) o - - w ---- x e � d b6 O,----__-___-- o ti ,�N __�--- - -____ tiCx 18a (��,�� pITCH oz �� I x 40' INGRESS/EGRESS EASEMENT DITCH ti pp o-y6 - c h� ,�'� O ryx z ^^ O.R.B. 4447, PAGE 755 � � titix rye. O O w x p'� I i w � 13 - - - a � � � � � ,_ - - - - GAS � /x ',`ryo-y6 tio- x / � Z wo � PROPOSED DIRT DRIVE �- / �tio-ry � / I � � I oe O O tio- / I O G K / I N F I m ti�6^ x �� w � � PROPOSED PROPOSED �5' o w CONC. COVERED PORCH ti9 I RAO�US SEPTIC TANK �Ir. zo_ DRIVE I < I 58.9' 30.0' 222.0' �'o- Q 3 o-x ryy. I � . wo I PROPOSED - ry ryyA � mn•e' z I = SEPTIC TANK r s9.9' z�' 'a.o' � 1 �Io I o9 � xti� . ,Zz� � I alo I oa " 6` R �F a o � in 6.5' I \ N 50' S0' L - J 2s.3' CONC. PATIOOVERED I I _ - I I ' � PROPOSED 1 STORY x�o-1 I� I I I I / ry�y'o- � � C.B.S. RESIDENCE I x � z � 27 30E FEET.E. I � � a � � �p�-- oHu oHU I I ,n I� I 'cP. �¢ O O I M I � �9 a 3 � I I O I I o , o �� I I I 0 o � � to I o U p PROPOSED I I I� N I I N I O � WELL � N^ I Iw I I o I I I� I w Z N � WEST 1/2 OF THE NW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF = I O � � N o � SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST to W N � I� of a ST. LUCIE COUNTY, FLORIDA I I � � o w I� I � o ao xryrob = t o U _ I� r o I I N I� I N Q o o � x Z I Q �� w H 41x r U I v I < � � tr J .� I r�I I U xry�y �I I � wI I Q 1= �I io � to dI � � I NI I ti'�� I o. I v' I I x � - �/ `\� I� I P�� \ I I I I � � h I / I I / � I° I I PROPOSED POND I I I I POND I 25' MAXIMUM SIDE SLOPE = 4:1 MAXIMUM DEPTH = 12 FEET I Izo I I � i � �� / I I l "'kp � x�'^� I � _ _ I � x I� � � o / I I I I Io I I I I y I� I I I x''�y to I I I I k�° I� ti =O I I I x I FENCE CORNER I �99 I I 0.3' NORTH o-?'' ti FENCE CORNER �° 0.T NORTH a°j a' rye. 4' BA WIR F NCE I I I I 0.9' WEST �' ti� x �1 58T30'36'°W 332.71' `IC'2, I I I FOUND 5//8" IRON ROD ry�� I I I 0.40' NOf2TH 0.71' EAST I I tiryg ��e^ PARCEL TAX ID: 4210-213-0001-000-8 �"'x� � I (OCCUPIED) ,ytib� g 10 SOUTHWEST CORNER SECTION 10 PER CERTIFED CORNER RECORD N0. 051960 FOUND 3/4" IRON PIPE 16 15 ��h RC PD OBEY ��CN ill %'� DIRT RD �,. `.��y� Q O SITE ST. LUCIE COUNTY �z O ��oFF ROPo G G�QES LOCATION MAP LEGEND (NOT TO SCALE, O.R.B. - OFFICIAL RECORDS BOOK CENTERLINE ((P - PLAT (M - MEASURED (D - DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INN -INVERT EL -ELEVATION F.F.E. -FINISH FLOOR ELEVATION P.U.E.- PUBLIC UTILITY EASEMENT D.E.- DRAINAGE EASEMENT OHU -OVERHEAD UTILITY LINE `O�- WOOD POWER POLE �- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD tf -WOOD LIGHT POLE ®-ELECTRIC METER I.D. - IDENTIFlCATION �- TELEPHONE RISER M.E.S.- MITERED END SECTION {gj -CAN RISER d - FlBER OPTIC CABLE PEDESTAL GRAPHIC SCALE HDPE - HIGH DENSITY POLY ETHYLENE PIPE 0 40 80 M.A.F.L.- MEAN ANNUAL FLOOD LINE (PER RAFTED DEBRIS) ( IN FEET ) DESCRIPTION 1 inch = 40' ft. THE WEST 1/2 OF THE NW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES p U z ¢ o ¢ tll W U Z 2 O z ¢ z to oa o � � � Q � y 0. o z o � y a � z � ¢ z w � �' � a z i= o o w ¢ w �'o ¢ In i U y ¢ N N ry �N N �N O N � O O � o � � o 0 0 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE NORTH LINE OF SECTION 10, TOWNSHIP 37 SOUTH, RANGE 38 EAST IS ASSUMED TO BEAR NORTH 89'56'40°' EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. FIELD SURVEY LAST CONDUCTED ON AUGUST 12, 2020. 8. OVERALL PARCEL CONTAINS 5.08 ACRES, MORE OR LESS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 10. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 11. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88). 12. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT DETERMINED AS PART OF THIS SURVEY. 13. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO250J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. CERTIFIED TO ALLY PARKER BROWN TITLE INSURANCE AGENCY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY MIDFLORIDA CREDIT UNION, ISAOA/ATIMA GEORGE MARTIRE AND ANGELA MARTIRE GROZA BUILDERS, INC. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSURV DESIGN GROUP, INC. U S C: � N y Y m Y m m W mO z Y Q W W LL � � 3 0 0 N p o Na II o o m �N 0 Z o � o: LLI W U m � Q O �z C PUA a ^ m y W f� :ri W Z Q � � � � N��'a vQ Mc a�aQ _ � �0�� aJ�Z 0 � p V Z V � W Q O H � � N w ~ Qo��, Z o � Z O O m � a Z Z J SHEET NO. 1 OF ----------------------- --- ---- BY: BRIAN C. KIERNAN DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION N0. 6101