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Home My WebLink AboutPLANS- #1339- DonghiaNON -IMPACT RATED PVC SINGLE HUNG WINDOWS 24" OVERHANG OVER DOORS TOP OF WINDOWS TO FASCIA =11-3/16" +/- W/Zx4 END RAIL CONCRETE LANDING &WALK GROZA BUILDERS, INC. FREDERICK & MARY DONGHIA 509 N. 43 ST. FT. PIERCE, FL. 34947 12 5� +61.1 +42.6 42.3 FRONT (WEST) ELEVATION SCALE: %4' = 1'-0" WINDOW/DOOR CHART LA TORTUGA GAM - GEORGE & ANGELA MARTIRE OPENING PROTECTIVE MFR. IMPACT NOA/FPA ROUGH OPENING UNIT DIMENSION DESIGN PRESSURE Y N W H W H U FACTOR SOLAR HT. GN. (INCHES) (INCHES) (INCHES) (INCHES) 1 3068 ENTRY THERMA TRU Y FL 20468.4 38-3/8" 82-1/2" 37-5/8" 82" 0.14 0.01 . +/- 50.0 PSI 1 2868 OUT SWING THERMA TRU Y FL 20468.4 34-3/8 52-1/2'° 33-5/8 82" 0.14 0.01 . +/- 50.0 PSI 3 SH25 CWS Y FL 16177.1 37-3/4" 63" 37" 63" 0.32 0.22 . +50.0/ - 70.0 PSI 3 SH 35 CWS Y FL 16177.1 53-7/8" 63" 53-1/8" 63" 0.32 0.22 . +50.0/ - 70.0 PSI 1 8"x32" FIXED GLA55 CWS Y FL 13010.1 33-1/2" 9-1/2" 37-5/8" 82" 0.14 0.01 . +/- 50.0 PSI CITY OF St. LUCIA COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT OWNERS NAME CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953 OPENING PROTECTIVES (WINDOWS, DOORS, AND SKYLIGHTS), COMPONENTS AND CLADDING NOTE: ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERS I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME SIGNATURE DESIGN FIRM CERT. NO DATE NON -IMPACT S.C. DOORS PRODUCT MANUFACTURER MODEL /TYPE F.P.A. OR NOA (MIAMI DADE) GLAZING DESCRIPTION METHOD OF ATTACHMENT BUILDING DESIGN PRODUCT DESIGN PRESSURES PRESSURES WINDOWS -SINGLE HUNG CWS WINDOWS SH8100 PVC SINGLE HUNG FPA: FL 17234 R6 NON IMPACT See FPA installation details sheets provided SEE ELEVATION SHEET +/- 70 PSF NON -IMPACT RATED REV. DATE 07-31-20 LOW-E 366INSULATED FRONT DOORS) -SWING OPAQUE FIBERGALSS FPA: FL 20468.6 R3 �" TAPCONS @ 14" O.C. w/ 11/4' EMBED SEE COVER SHEET +/- 60 PSF IMPACT RATED THERMA TRU W/ SIDE LTTE REV. DATE: 07-12-20 AND 6" OFF CORNERS LAMINATE ASPHALT NOA: 16-0329.13 ROOF FINISH IKO INDUSTRIES SHINGLES IXP. DATE: OS-OS-21 6 ROOFING NAILS PER TAB, CLASS F OR H Underlayments must be ASTM D226 Type II, UNDERLAYMENTS VARIOUS SUPPLIERS ASTM D4a69 Type N, ASfM D6767 Complying w/FBC 2017, Table 1607.1.1 SOFFIT KAYCAN LTD TRIPLE 4 FULL-O-VENT ECO FPA: FL 16603.1 2x4 BRACE AT CENTER OF PANEL +23.6 / -28.8 +66.7 / -66.7 VINYL SOFFIT PANELS REV. DATE: 02-13-18 FLORIDA METAL PRODUCTS, FLAMCO FPA: FL 21580.1 Apply roofing cement to the underside, back, and side ROOF VENTS flanges of roof vent. Cement should be}" min. thick +/- 46 PSF TNC. LOW PROFILE OFF RIDGE VENTS APPR DATE: 12-12-17 and extend 2" beyond and onm roofing underlayments HURRICANE PANELS EASTERN METAL SUPPLY FPA: FL 12856 R6 t/4' - 20 x s/" SS SCREWS +23.6 / -28.8 +65.0 / -77 LESS THAN 6' SPAN REV. DATE: 10-10-17 SPACED AT 2' O.C. TOP AND BOTTOM 3/16" ITW TAPCON 1" MIN MULLIONS FL-9520.1 EMBEDMENT MIN. EDGE DIST. 3" COMPOSITE LAMINATE ASPHALT SHINGLE ROOFING 12 ��5 / 150 A DISCONNECT STUCCO FIELD LOCATE FINISH io �� n iT �'il• U 12 �5 8'-1"' Truss Bearing TYP. O.H. ALUM. FASCIA & PERFORATED SOFFIT TYP. ALL SIDES Finish Floor Finish Grade CONDUIT TO EXIST ON SITE METER AND SERVICE POINT ROOF FINISHES LAMINATE COMPOSITE ASPHALT SHINGLES SECURED USING FASTENERS AND SPACING PER MFR'S SPECIFICATIONS OVER 30" FELT TIN TAGGED TO SHEATHING FLASHING : GALV MTL. DRIP EDGE: 26 Ga. ALUM. ROOF SHEATHING %" (1%Z') APA RATED 40/20 CDX EXTERIOR PLYWOOD SHEATHING SECURED TO TRUSSES USING FASTENERS AND SPACING PER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. 5 �n DRAWING INDEX COVER PAGE FOUNDATION PAGE FLOOR PLAN ELECTRICAL PLAN EXTERIOR ELEVATIONS ROOF PLAN HVAC PLAN ENGINEER DETAIL PAGE ENGINEER DETAIL PAGE 5109 Grand Palmetto Way chrisbeers@byu.net North Port, Florida 34291-8049 941-628-0635 fax 413-687-9013 J m U � J d- � M J � yZ Q V1 � O� a � V7 N � �o to a V Z - t!a � MM_.] 1..�..1 v � b^L.�" -� m DATE 12/21/20 DESIGN BY CHECKED BY MODEL DONGHIA PERM OWNER REV DESCRIPTION 1 P1 OS/24/20 2 P2 09/29/20 3 P3 10/21/20 4 5 6 7 8 LL 'L'L^I vJ � g O � I'] Z W ❑ � U M ¢ � LL CA Y�11j U U C) wow .�, U oZa p W wrn SHEET C1 COVER SCALE: ############ 1 OF $ SET. 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. LAP FOUNDATION STEEL MIN 25". 10" STD. HOOKS W/ 90 DEGREE BENDS. FIGS SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY COMPACTED FILL (2000 PSF MIN.). FlLL MATERIAL SHALL BE COMPACTED TO 95% DENSITY OF A STANDARD PROCTOR. TO BE VERIFIED BY GENERAL CONTRACTOR/OWNER. BOTTOM OF FOOTINGS TO BE SET MIN 12" BELOW FINISH GRADE (U.N.O.) ELECTRIC SERVICE GROUND TO BE BONDED TO FTG STEEL CONTRACTOR TO VERIFY ALL HOSE BIBS LOC. &TYPE CONTRACTOR TO ROUGH IN A/H COOLANT &CONDENSATE DRAIN LINES, &CONDUITS AS NEEDED CONTRACTOR TO VERIFY OPENINGS AND PROVIDE FOR SLAB RECESSES, SILLS &CURB REQMTS g ALL DOORS CONTRACTOR TO DETERMINE ANY SLOPE OF SLAB REOMTS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 6th ED., THE FLORIDA BUILDING CODE 2017 6th ED. RESIDENTIAL AND LOCAL CODES AND ORDINANCES AS THEY MAY APPLY. i °i-i ilia (2) #5 BAR CONTINUOUS w/ 25"MIN. LAP AND (1) #5 VERTICAL BAR @CORNER -SEE FOUNDATION PLAN MONO FOOTING CORNER DETAIL SCALE:NTS FINISH FLOOR ivIIIVIMUM 12" � SLOPE 116 MAX :;, '^. ` ' � � ` ;• t '= OF FOOTING ;.; �i � �- a .�� BELOW GRADE 16" ,,�.,� ��c. .. .,. 45° FLARE (2)#58AR '�' � 6"MIN. CONTINUOUS � ,.'T� 3" MIN.COVER F 1 3" TYP 3" TYP 16" MONO EDGE FOOTING SCALE: NTS TERMITE NOTES: 1. A PERMANENIT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWEL 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. 5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS. 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION. 7. A CERTIFIC4TE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION. 6 MIL POLY VAPOR BA(""�" FIBER -MESH MA OR WIRE -MESH CONCRETE " I.VMYHI,ItU TILL TYPICAL CONCRETE SLAB FILL TO BE TREATED FOR TERMITES BEFORE POURING BUT AFTER PLUMBING ROUGH IN. CONTROL JOINT NOTE PROVIDE CONTROL JOINTS PER ACI 2243R. JOINTS TO BE TOOLED WHEN FlNISHING SLAB IN STRAIGHT UNE OR SAW CUT WHILE THE SLAB IS STILL GREEN. THE MINIMUM DEPTH OF THE JOINT IS TO BE 25X OF THE SLAB THICKNESS. LOCATE JOINTS APPROXIMATELY 10'-0" O.C. EACH WAY. JOINTS TO EXTEND i0 OUTSIDE WALLS OR SLAB STEPS. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER OF SLAB STEPS OR EXTERIOR WALLS. JOINTS TO .AVOID SHOWER RECESSES. i to I Ty I -I IN I J I I i I I I I 4" SLAB ON GRADE I w/ 6" x 6" I THICKENED EDGE � w/ (1) #4 BAR CONT. IN �, i-' O o ' ' ly I n 1 I I i I I M IM I I I I SLOPE � /8" PER F- L_ ______ r---------------------------- -- N------- ' F1 + - I - I I N �\ 1 �" rl�� M 11'-14" .-TIN r-I M r-I I ' I M I 1 ■ I I 1 III - I m N I m � I w M I w I III 3n I I --,'�' 5'-04 I r- I I I I I l i 1 I I Ili 1 I I I RECESS 1 �" I AT DOOR I I i i I L__ ll� I 1 COOLANT ,li � LINES I VERIFY I F1 i i I i I I l I I I I I I I � I F1 o J;�; T.O. FIN. SLAB: 0'-0" I III I I III I I o I'I I � III 1 I I 8'- 111 0 44 �' M� I , I I I � I I I I WASHER I -� Ili GREY BOX I I � II I I I III I I 1 � IJ I I L---- III I I — i I �. I ------------------- �-----------------F1-----------------------� 29'-4" 6'-0" I. 4'-6" I. 4'-0" O N N M m m - w N m � III M 36" x36" x4" SLAB ON GRADE FOR COND. UNIT FIELD LOCATE Christ D Bee NOTE: PLUMBING CONTRACTOR TO VERIFY PLUMBING LAYOUT AND RISER DIAGRAM. PLUMBING CONTRACTOR TO VERIFY PLUMBING WALL LOCATIONS WATER -AIR -LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 J m IW-I M U I,n J � I- M Z --� LL- �-+ � W O� a� � � �� T� In a V Z to � �' �I Q J N c O C DATE 11/3/20 DESIGN BY CHECKED BY MODEL DONGHIA PERM OWNER REV DESCRIPTION 1 P1 OB/24/20 2 P2 09/29/20 3 P3 10/21/20 4 s 6 7 8 O ♦L♦I�J vJ Q O � Q Z LIJ 0 � U M ¢ � � � H � fn VFW U � O w`tw .,__, U o z a SHEET Al FOUNDTION SCALE: 1/4" = 1'-0" 2 OF $ 'SET. CASTCRETE PRECAST LINTEL SCHEDULE TYPE DESIGNATION WITH GROMT/ N=UNFILLED �F=FILLED rGNMTTY DFMS FIELDGADOTM AERaMNT II�v�,.Lo�INTE V F 8F16-1 Bl1T � LDDaNTa.DF�FI� DMIN�LM�DTN NDMINNL REIGM COMPOSITE LLLINTEL FOR ww inR a�T z cLE"a S Fle�n PucEonM.u. oaour Fora 5'-10" overall length U-lintel Type SF16-1B/1 T: Safe superimposed gavityload= 4360 PLF Safe superimposed uplift load = 2080 PLF eoTTOM of uuxm cnmr Safe superimposed lateral load = 339 PLF a ROMIw,L wIOTR ¢�m'oacwG"scnEouLsl Beam Safe Applied Safe Applie Composite GraviTy Gravity Uplift Uplift Load Load Load Load 4O 4'-4" 8F16-1B-1T 6113 <1000 2707 <500 O4'-6" 8F16-1B-1T 6113 0000 2707 <500 SO 5'-10" SF16-1B-1T 4360 <1000 2080 <500 SEPARATION REQUIRED FBC—R R302.5.1 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 175 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 IS A FLOOR /CEILING ASSEMBLY, THE STRUCTURE SUPPORTING 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 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/B° 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 (0.46 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. I JI 3„ d•T•R. I I r� I �I I ` I\ I I I I I I \, �, dE�T � -� I �,� T 1\, dE I I I I I I I I I I I I I I I I I I I I I I I I ALL EXTERIOR MASONRY WALL ACT AS SHEAR WALLS/PIERS BASED ON RELATIVE RIGIDITY TD G 1'P�� „ 5P�5EP�FIELD EXISTpRPIf� D. P�° �� PLUMBING RISER N.T.S. RISER IS SCHEMATIC ONLY. PLUMBER TO VERIFY AND ADJUST IN FIELD TO EXISTING OR DICTATING CONDITIONS CONNECTOR TABLE B\P80N � IPLFto� PAHIB1q lFOfMATgN AODIIN7N11L 18R#1CIgl6 wood ro w000 HTS20 HTW20 1450 20 10D NAILS TOTAL 2 HT520 2 HTW20 2900 20 10D NAILS EACH STRAP H10A RT16A 1t40 9 tODXi-1 2" NAILS TO RAFTER & B 10D TO PLATE SPH4 6 8 SPTH4 6 8 1360 12 10D NAILS TO STUD NOW TOCORCIEIE META20 - 1450 7 10DX1-1 2' NAILS & 4' EMBEDMENTa TYP FOR HIP JACKS OR 1-PLY TRUSSES HETA20 - 1810 10 10DX1-1 2' NAILS & 4' EMBEDMENTT TYP FOR HIP JACKS OR 1-PLY TRUSSES - HTA76 1870 10 10DX1-1 2' NAILS & 4' EMBEDMENTr TYP FOR HIP JACKS OR 1-PLY TRUSSES � HTSM20 HTWM20 1175 B 10D NAILS & 4 1 4"X2-3 4' TAPCONS 7YP FOR MISSED STRAPS NO LIMIT 2 META20 - 1985 5 10DX7-i 2' NAILS EACH STRAP 7YP FOR 1-PLY TRUSSES GIRDERS � 2 HETA20 - 2500 7 16D NAILS EACH STRAP & 4' EMBEDMENT TYP FOR 2-PLY TRUSSES GIRDERS < 2 HTA16 2430 10 100 NAILS EACH STRAP & 4' EMBEDMENT TYP FOR i or 2-PLY TRUSSES GIRDERS ONSi COINEC10Rd MGT MUGT95 3965 5 8' ATR EMBED 6" & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR DNTEL BEAMS HGT HUGT 9790 2 3 4' ATR EMBED 10' !c 8 i6 FOR HG 100 NAIL ADD 4' TO EMBED FOR DNTEL BEAMS FGTR 5000 2 1 2"X5" TITEN HD & 18 SDS1 4X3 TO WOOD MAY BE FGTRHL R 3850 MAX UPLI 2 FGTR 9400 2 9 2"XS" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL R 7200 MAX UPLIFT HTT4 HTT4 4235 5 8" ATR EMBED 6' & 18 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS HTT5 HTTS 5090 5 B" ATR EMBED 6" & 26 160 NAILS TO WOOD ADD 4' TO EMBEO FOR LINTEL BEAMS HD08-SDS PHDB 7630 7 8' ATR EMBED 12' do 20 3' WOOD SCREWS 3 1 2' MIN WOOD MEMBER HHD011-SDS UPHD9 11810 1' ATR EMBED 12" & 24 3' WOOD SCREWS 5 1 4' MIN WOOD MEMBER HHD014-SDS UPHD14 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 NFM ENGINEER TO SPECIFY USAGE ON PLANS RPS22 KRPS22 1720 a 16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY OB61ILN01® 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. UNDMITED USE MAXIMUM UPLIFT 1175y. FOR UPLIFTS TO 3965$ PROVIDE MUGT15/MGT 3) WNERE ENGINEER SPECIFlES 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 S?�• TR a,%�E�rJ�1„ �. . V��DER SENT 1 1 �� I I I I I I I 29°-4" C N ■ � + M O L°Do ■ ,•-I 4 m �, N 12'-3" 5'-2" 10'-7" ■ M. BEDROOM � N O M B'-0" FLAT CLG tD .-H O i'7 � `� ■ ■ ® BED 2 BATH 8'-0" FLAT CLG � 8'-0" FLAT CLG N 5 w M N 2'-7" 3'-10" 2'-5Z" 3'_�rl ■ 2868 2868 68 BF ■ ° I O OQ L��---1 I _I ,-11N _I 2 68 2668 F � - ml I '-I oN � CLOSET N;zz°X3o"- � `r �; aG � CLOSET '�------�------------ (ATTIC I NL---�-=-____-- ■ (r7 N Rk5 (ACCESS I = � R&S L._____J ■ _ -_ 4268 PENING � 4'-4" 2'-10" 4'-3" 'TI N o '_211r M 6r_o-�r :" � iYl 2 2 RERJRN AIR '� M GRILL BELOW ■ M BLOWER COIL ■ 42" HIGH I SERVING COUNTER N iV K TCH N 4W/'KNEEWALL = O M I '-D" FLAT cL - - - BELOW � I- I - o N 4'-4" I � io ■ I � � DINING I ■ _ � 8'-0" FLAT CLG I i7 m I r- .-11N OO Oo � I Lf) I ■ I '" NEW160ADISCONNECT � � O FICE GREAT ROOM FED FROM IXISTING METER Jn� F B'-0" FLAT CLG ��' 8'-0" FLAT CLG VERIFY DISCONNECT flJ ■ �--I LOCATION IN FIELD TI L� RUN NEW 2" CONDUIT 150 A _ B'-o" FLA LG - ■ TO EXISTING PANEL n � METER & ELECTRIC SERVIVE , jn $,_3r � $'- Z11 11'-�" 3�" FURRING w H (SNDS) ■ AT THIS WALL ■ ■ _ ■ ■ ■ ■ ■ 25 EGRE SH 35 DRYER IXHAUST O O Hol 1'-8" 3'-2" 6'-0" 4'-6" 4'-0" Chris t 29'-4" D Bee FLOOR PLAN SCALE: %4" = 1'-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 WALL TYPE LEGEND SYMBOL REPRESENTS WALL - 8" (U.N.O.) BRG. HT. PER ELEVATIONS WITH NON GROUTED CELLS INJECTED w/ R-9 MIN EXPANDED POLYSTYRENE FOAM INSULATION INTERIOR SIDE -1/2" GYP. BRD. OVER 1x P.T. FURRING EXTERIOR SIDE -STUCCO ®CMU NON -BEARING -INTERIOR PARTITION - 4" (U.N.O.) 1/2" GYP. BRD. EACH SIDE OF 2x4 WOOD STUDS @ 24" O.C. MAX. w/ WD. BLOCKING WHERE REQUIRED O 2x6 WALL NON -BEARING -INTERIOR PARTITION - 6" 1/2" GYP. BRD. EACH SIDE OF 2x6 WOOD STUDS @ 24" O.C. MAX. w/ WD. BLOCKING WHERE REQUIRED NOTES: 1. MOISTURE RESISTANT GYPSUM BOARD TO BE USE IN IN ALL WET AREAS 2. %" GYPSUM BOARD USED ON CEILINGS SQUARE FOOTAGE CALCULATIONS NAME AREA Reconslmcted Living Area • 1,000 sq ft. New Froat Porch 72 sq ft. Total SF 1,072 sq ft. ice= ;?,�;G� ��! cG- (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 Bee '� � DN: c=US, o=Unaffiliated, * :' �� •• ��.ou=A01410D00000172B9270F63000( - ": � � � '° : 2DA, cn=Christopher D Beers STATE OF ;' � ; Date: 2020.11.03 13:40:11-05'00' ' O •., �ORIOF.� fit,'\ ' s� �'"'••"" P� �� CHRISTOPHER D. BEERS, P.E. �'. s94' ,,r l Sut .` FLORIDA LICENSE N0.64594 J lb rW-i M U Ln J � � M Z � � W o--I � � O� n. � � � .�-I O Ln a V Z= u f J �: rQ ;U L � _ to DATE 8/07/20 DESIGN BY CHECKED BY MODEL la tortoga_MARTI OWNER REV DESCRIPTION 1 P1 08/24/20 2 P2 09/29/20 3 P3 10/21/20 4 s 6 7 B N LL W g O _ � Q Z W p � U M Q � � f— °� Cn U�w U � O wow U ❑za IY � 11. LL I~i SHEET A2 FLOOR PLAN SCALE: 1/4" = 1'-0" 30F $ ELECTRICAL DEMAND CALCULATION GENERAL LIGHTING@3VA/FT=3VAX 1000 3000VA SMALL APPLIANCE CIRCUITS 4500 VA DRYER 6000 VA WASHER 1500 VA DISHWASHER 1500 VA REFRIGERATOR 1200 VA WATER HEATER 4500 VA RANGE 12000 VA FANS 4@240 960 VA EXHAUST FANS 1@240 240 VA OH GARAGE DOOR OPENER 0 VA WELL PUMP 0 VA POOL&IRRIGATION 0 VA 34400 VA 1ST 10,000 VA @ 100% 10000 VA REMAINDER @ 40% 9760 VA A/C -HEAT @65% 16000 VA TOTAL 34760 VA 240 VOLTS ELECTRICAL CONTRACTOR TO VERIFY ELECTRIAL CALCULATIONS 144.8333 AMPS AND SERVICE REQUIREMENTS USE 150AMP SERVICE ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL Electric Meter VERIFY O Electric Panel 1 p Disconnect 3 b Junction - 220V 3 mva Ligh[ - surface momUpendant 4 �1, Light -incandescent pull chain 1 j } Light -wall mount 3 � T Receptacle 21 Receptacle- switched Receptacle GFI 10 �¢GFl (j4�J)W'P/GFl Receptacle WP/GFI 2 (j#J)GFl/DED Receptacle GFI dedicated 1 Receptacle-dishwasherJ110v 1 �m„�. Receptacle 4 Plex GFI GFl Receptac1e220V-dryer 1 Range J IlOV & 220V outlet 1 �m w Water heater junction 220v 1 mva(jJ) Switch - Siagle pole g Switch - 3 way 4 �a Phonejack 1 PH Cable TV 2 ❑ry Smoke / CO detector 5 so co Exhaust Fan 1 Push button Push Button for Door Chimes Door Chimes Ceiling Fan Light Combo (� Pre wire only w/ cover II 'I II '7 C--- ®`,� i� i� ��J �� EXISTING WEATHERHEAD, METER, &SERVICE TO BE REUSED (REMAINING AND REMOTE ON PROPERTY FROM FORMER BURNED do DEMOLISHED RESIDENCE) ALUMINUM 150 / DISC. AMP 42 gRCUI tso AMP METER ID SCD BREAKER g14 COPPER TO LIGHTS PANEL k OUTLETS NEW 2" PVC CONDUIT /10 COPPER TO WATER HEATER TO EXISTING METER p8 COPPER TO RANGE O LOCATION #4 Bare co ELECTRICIAN TO VERIFY pper EXISTING CONDUCTOR SYZE 2/0 to steel of footer + METER AND SWITCHGEAR TO EXISTING METER with one ground IS PROPERLY GROUNDED AND SWITCHGEAR rOd 6'aWay M.rBEDROOM n I I a'-0" FLAT CLG � I ' � �'� 1 I III C--_ '�FA /LIGHT �--- PREW�EHT ELECTRICAL RISER � ,,; ,; PRE -WIRE /�BE�'� # N T s �,� � J BATH / 8'-0" FLAT CLG / � a'-0" FLAT CLG I � O ELECTRICAL NOTES: �� so co ' 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS I � \ 2. 150 AMP SERVICE. I 1 3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/APPLICABLE I � $O r OO � — — — � � PROVISIONS OF THE CURRENT NATIONAL ELECTRIC CODE, STATE & so co so co I � I LOCAL CODES AND ORDINANCES AND REQUIREMENTS OF FLORIDA I F P.C. INi � "�} 'q ac � I POWER&LIGHT.-------------------- i ATTIC L__—� I 4. SMOKE DETECTORS ARE REQUIRED AND SHALL BE SUPPLIED & L � _ _ � I INSTALLED BY ELECTRICIAN. 11 I 5. CARBON MONOXIDE DETECTORS AS REQUIRED TO BE SUPPLIED AND INTALLED BY ELECTRICIAN. 6. FIELD VERIFY RECEPTACLE LOCATIONS I � — — — � 7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES), AND \ / � � \ \ I t\ DEVICES TO 6E ARC FAULT PROTECTED IN ALL ROOMS WHERE � � REQUIRED PER NEC 210.12 � I s THE ARC -FAULT CIRCUIT INTERRUPTERS) SHALL BE INSTALLED �\ --� `� � \ IN A READILY ACCESSIBLE LOCATION I / 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC � Fl/oE KITt�H N \� 406.11 � 2'AFF _ \� 9. DISHWASHER OUTLET TO BE LOCATED INSIDE CABINET BELOW � s•-o" r cL — SINK FOR ACCESS. � � \� 10. IXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TO c�i f-T EXTERIOR OF STRUCTURE, i � DINING \\ 1111 �-' il. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED. a'-o" FurcLG `� 12. FIELD VEREFY WELL PUMP AND AC EQUIPMENT LOCATIONS. p RANGE " �_ _ 13. ALL LIGHTING FD(TURES, RECEPTACLES, AND LIGHT SWITCHES � O w/ HOOD — �A-.'pRE-WIRE T MUST COMPLY WITH ART. 410 OF NEC.. r � i 14. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR. � i �$ � Q i �� J 15. ALL SWITCHES TO 8E DECORA ROCKER TYPE. ¢ I so c so co L 16. ALL SMOKE DETECTORS MUSE BE A MINIMUM OF 3' FROM ANY �i ILL � BATHROOM DOOR. NEW150ADISCONNECi I /�� aH � OFFIC�/ GREAT ROOM _ 17. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. FED FROM EXISTING METER n � B'-0" FLAT CLG 1111 .'� B'-0" FLAT CLG HOME OWNERS DO NOT HAVE THE RIGHT TO MAKE OR DIRECT VERIFY DISCONNECT fIJ Gpl _ CHANGES WITHOUT CONTRACTOR APPROVAL AND RESULTING LOCATION IN FIELD (UTI L C_ _ _ FAN /LIGHT #� REVISED DOCUMENTS. a'-0"FLA LG — �''' RUN NEW 2" CONDUIT 150 A s � � PRE -WIRE TO EXISTING PANEL i � METER&ELECTRICSERVNE � V� \��% J m rW-i M v � J Cf � M Z J LL � rW-i OJ a � � � � � � () Ln a V Z = W `I Q 0 DATE 8/07/20 DESIGN BY CHECKED BY MODEL La Tortuga_MART OWNER REv DPscRIPnoN 1 P1 OB/24/20 2 P2 09/29/20 3 P3 10/21/20 4 S 6 7 8 O W r� Q O � Q Z w C] � U M Q � � � I- °� (n vow U � O W � W .,__, U o z a O d LU � w � �� SHEET A3 ELECTRICAL SCALE: 1/4" = 1'-0" 4 OF $ NON -IMPACT RATED PVC SINGLE HUNG WINDOWS TOP OF WINDOWS TO FASCIA =11-3/16" +/- W/2x4 END RAIL CONCRETE LANDING &WALK TOP OF W1 =11-3/16" +61.1 +42.6 +38.6 -42.3 FRONT (WEST) ELEVATION SCALE: %4" = 1'-0" REAR (EAST) ELEVATION SCALE: %4' = 1'-0" NON -IMPACT S.C. DOORS COMPOSITE LAMINATE ASPHALT SHINGLE ROOFING 12 �5 150 A DISCONNECT' STUCCO FIELD LOCATE FINISH ALUM DRIP TYP. ALL SIDES TYP. O.H. 12 �5 8'-1"' Truss `ALUM. FASCIA &PERFORATED SOFFIT TYP. ALL SIDES CONDUIT TO EXIST ON STTE METER AND SERVICE POINT ROOF VENTING CALCS PER FBC R806 TOTAL ROOF AREA 1227 VENTING REQUIRED 1227 SF X 144 SQ IN/SQ FT X 1/300 SQ IN VENT/ SQ IN ROOF = 589 SQ IN 4.09 SQFTVENTILATIONREQUIRED 40%MINIMUMINUPPERROOF= 1.6365QFTREQUIRED ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENT AREA = .72 SQ FT/4' VENT 3 TOTAL REQUIRED W ITHIN 3'-0" OF MAIN PEAK = 2.16 SQ FT REMAI NDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT 4.09 - 2.16 - 1.93 SQ FT REQ'D AS PERMANUF.SPEC'SVENTEDVINYLSOFFIT156.25QIN/LINFT=.0435QFTPERLINFT.TOTALSOFFITLF= 262X 0.043= 11.275E RIGHT (SOUTH) ELEVATION SCALE: %4" = 1'-0" LEFT (NORTH) ELEVATION SCALE: %4" = 1'-0" FLORIDA BUILDING CODE RESIDENTIAL 2017 6TH EDITION BASIC WIND SPEED: 170 MPH RISK CATEGORY: 11 NOMINAL WIND SPEED (vasd): 132 MPH FLOOD 20NE: ZONE X INTERNAL PRESSURE COEFFICEINT: +/A.18 EXPOSURE CATEGORY:C STRUCTURAL FORCES: FLOOR LIYE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PSF ROOF DEAD LOAD 25 PSF ROOF SLOPE: SN2 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 1: +23.3I37.0 ZONE 2: +23.31.64.4 ZONE 3: +23.3/-95.2 20NE 4: +40.3/.43.7 ZONE 5: +40.5/•54.0 WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING WINDOWS: +39.2IS1.7 DOORS: +38.9/•51.1 GARAGE DOOR: NA MEAN ROOF HEIGNT: 11 FEET 5 WATER -AIR -LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 . �oFess��,�igitally signed by Christopher D Beers Christopher ' * •;� "� � ' �=US, o=Unaffiliated, 'c�. � � 1410D00000172B9270F630000B2C Beers m.� sT-.rE oFcri��iristopher D Beers ZO••�' ��ORIOP Q�� 2020.11.03 13:38:15-05'00' �'��9s9q �� gJP, � CHRISTOPHER D. BEERS, P-E. ''� � : ,', , :: �`� FLORIDA LICENSE NO. 64594 0 J D] H M () Lf1 J � � M Z —I � iY O � a � � � � H � O Ln o_ V Z= �C m Q o �_ m DATE 8/07/20 DESIGN BY CHECKED BY MODEL La TOrtUga_MAR OWNER REV DESCRIPTION 1 P1 08/24/20 2 P2 09/29/20 3 P3 10/21/20 4 5 6 7 8 LL W Q Q Z W o � U M a � � o�j LJL fn vow U C1 WSW .� U oza O d W � wrn ��u_ SHEET A4 ELEVATION SCALE: 1/4" = 1'-0" S OF $ E UL=517 (LC 8) l UL= 1-HETA20 r UL=517 (LC 8) �ii�!i��l�I��!iii;�Ii��lr . 1 i��/i i��,,,%�i`� `,,,'I'r"�/1%i„�%li„Ili/,Ili/,��li/�//lii�%Ili,%/_�i,/�%ii,/. `I i \ ' 1�\— - - \� � _\ _ �il�i��t ■i�,:� .._.--- �ii��%�ii��i - ' . �_ ` • `�_ �\ �\� ��i„%'i„��'i/,��I,,,/!i,,,,!%�ii,��lii�i„i!i,/ �i„ �i„ �i„i/.�i/„11��\� J��i�i�i�i�i�i�i�i�i�i�i�i�i�i��lll�'! u 1 � 1 PROPOSED ROOF PLAN 5 / 12 ROOF PITCH, 12" OVERHANG, TYP. 24" OVERHANG @ ENTRY DOORS, PLUMB CUT FASCIAS 26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHING COMPOSITE LAMINATE ASPHALT SHINGLES HORIZONTAL PERFORATED VINYL SOFFITS G.C. TO VERIFY ALL CONDITIONS &MATERIALS Hatch Legend ROOF SHEETING ATTACHMENT DETAIL 1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2" LONG) 2. MINIMUM SCREW SIZE _ #8 X 2" 3. MINIMUM SHEATHING THICKNESS 5/8" CDX PLYWOOD 4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3 zl ®�� ' ' ..... � I -®®®® i®®® •® i®®®® CONNECTOR TABLE 86pBON 118P urtFTu FA81E)i10lFOIMATgN ADDI1pNAL t•HIHJCigIB WOOD 7D WDOD HT520 HTW20 1450 20 10D NAILS TOTAL 2 HTS20 2 HTW20 2900 20 lOD NAILS EACH STRAP H10A RT16A 1140 9 10DX1-1 2" NAILS TO RAFTER & 8 10D TO PLATE SPH4 6 B SPTH4 6 8 1360 12 tOD NAILS TO STUD woaDrocaxaETe META20 — 1450 7 10DX7-1 2" NAILS & 4" EMBEDMENT TYP FOR HIP JACKS OR 1—PLY TRUSSES HETA20 — 1810 10 10DX1-1 2' NAILS & 4" EMBEDMENTe TYP FOR HIP JACKS OR 1—PLY TRUSSES HTA16 1870 10 10DX1-1 2" NAILS & 4' EMBEDMENTr TYP FOR HIP JACKS OR 1—PLY TRUSSES HTSM2D HTWM20 1175 8 10D NAILS h 4 1 4'X2-3 4" TAPCONS TYP FOR MISSED BTRAPS NO UMI 2 META20 — 1985 5 10DX7-1 2" NAILS EACH STRAP TIP FOR 1—PLY TRUSSES GIRDERS 2 HETA20 — 2500 7 16D NAILS EACH STRAP & 4' EMBEDMENT TIP FOR 2—PLY TRUSSES GIRDERS 2 HTA16 2430 10 10D NAILS EACH STRAP k 4" EMBEDMENT TYP FOR 1 or 2—PLY TRUSSES GIRDERS OliBl C011�1016 MGT MUGT15 3965 5 8" ATR EMBED 6" & 22 10D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS HGT HUGT 9790 2 3 4" ATR EMBED 10" do 8 16 FOR HG 10D NAIL ADD 4" TO EMBED FOR LINTEL BEAMS FGTR — 5000 2 1 2"X5" TITEN HD k 18 SOS1 4X3 TO WOOD MAY BE FGTRHL 3650 MAX UPUFi 2 FGTR — 9400 2 1 2"XS" TITEN HD & 18 SDS1 4X3 TO WOOD EA MAY BE 2 FGTRHL 7200 MAX UPOFT HTT4 HTT4 4235 5 B' ATR EMBED 6" & 16 16D NAILS TO WOOD ADD 4" TO EMBED FOR LINTEL BEAMS H775 HTTS 5090 5 8" ATR EMBED 6" & 26 16D NAILS TO WOOD ADD 4" TO EMBED FOR UNTEL BEAMS � HDOB—SDS PHDB 7630 7 B" ATR EMBED 12" & 20 3" WOOD SCREWS 3 1 2" MIN WOOD MEMBER e HHD017—SDS UPHD9 11810 1' ATR EMBED 12" & 24 3" WOOD SCREWS 5 1 4" MIN WOOD MEMBER 9 HHD014—SD UPHD14 13710 1" ATR EMBED 12" & 30 3" WOOD SCREWS 5 1 4' MIN WOOD MEMBER MBHA NFMXXU 3165 3 4"XB" ATR EMBED FACE &TOP 1 2" TOP FOR NFM ENGINEER TO SPECIFY USAGE ON PLANS RPS22 KRP522 1720 8 16D NAILS EACH END NOTCHED PLATE REPAIR AT EACH PLY ®fiML N01® 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�'. FOR UPLIFTS TO 3965, PROVIDE MUGT15/MGT 3) WHERE ENGINEER SPECIFlES REFERENCED STRAP FOR 1—PLY TRUSSES, ADD 24" MIN 2x SCAB TO TRUSS CHORDS. 4) REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE IS ACCEPTABLE CONNECTOR SCHEDULE NAILS, QUANTITY,&SIZE PER CONNECTOR SPECS. - lOd NAILS TO BE LATERAL LOAD LATERAL LOAD CONNECTOR TAG PLACEMENT CONNECTOR UPLIFT FORCE PARALLEL TO PARALLEL TO 1-1/2"LONG FOR BEAM Fl BEAM F2 SINGLE MEMBER TRUSS 1-HETA20 TYPICAL TRUSS TO MASONRY WALL (1) SIMPSON HETA20 1810 340 725 (10) lOd x 1-1/2" NAILS EA. CONNECTOR (STRAP) TRUSSES) TO (2) SIMPSON 2500 1060 1310 (14) 10d x 1-1/2°' NAILS 2-HETAZO MASONRY WALL HETA20 EA. CONNECTOR ADD 2x4 SCAB 12" LONG TO (STRAP) 1PLY TRUSS 8-16d NAILS 1-HTS20 TRUSS TO PLATE /STUD WOOD FRAME (1) SIMPSON HTS20 1450 -------- - (20) lOd x 1-1/2" NAILS EA. CONNECTOR BEARING WALL (STRAP) 2-HTS20 TRUSS TO PLATE /STUD WOOD FRAME (2) SIMPSON HT520 2900 -------- -------- (20) lOd x 1-1/2" NAILS EA. CONNECTOR BEARING WALL/ POST (STRAP) 1-MGT SPECIALTY TRUSS TO MASONRY WALL (1) SIMPSON MGT 3965 (22) lOd NAILS EA. STRAP Christopher WATER -AIR -LAN D 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291-8049 fax 413-687-9013 ```Illlllliii �. �OFESSIOpq '. ,r ; •• N i • rtally signed by Christopher D Beers 5� � I m�US, o=Unaffiliated, = �u�01410D0000017269270F630000B2DA, ;m�', STATE CF cri�hristopher D Beers ti '•., F �. D�Qe: 2020.11.03 13:37:22-05'00' ;4sy4 "" SUP �� CHRISTOPHER D. BEERS, P.E. '��,, �� 1, 11` FLORIDA LICENSE NO. 64594 J m rW—, M V Ln J � � M Z J �LL Cn H o� a� V7 N � L'�rl off. Z 'C � �' o �~ v O `�\ _ � � lil DATE 11/3/20 DESIGN BY CHECKED BY MODEL DONGHIA PERM OWNER REV DESCRIPTION 1 P1 08/24/20 2 P2 09/29/20 3 P3 10/21/20 4 s 6 7 8 O W � a O � Q Z W p � U M ¢ � LL � °� G7 Y � LLI Z � � Q' O w w .� U oza O i W � wrn �oF- d LL � � SHEET A5 ROOF PLAN SCALE: 1/4" = 1'-0" 6 OF $ SET. IF OVERHANG EXCEEDS 24" INTERMEDIATE BATTENS ARE REQUIRED 12" O.C. OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESS PRE-ENGINEERED WOOD TRUSSES WITH GALV. BEARING PLATES NOTE: LANAI AND ENTRY PORCH CEILINGS ARE STUCCO FINISH C//OMPOSI(TE MINSHINGLES ON #30 FELT OVER ALUMINUM DRIP EDGE RINGSHANK NAILS AT 6" O.C. W/8d 26 GAUGE (MIN.) THROUGHOUT ATTACH WITH ROOF NAILS AT 12" O.C.; STAGGER WITH 12" OVERHANG FASCIA NAILS , 26 GAUGE (MIN.) ALUMINUM FASCIA OVER 2x4 END RAIL; ATTACH 2x4 TO TRUSSES WITH (2) 12d, FACE NAILED ATTACH FASCIA WITH ROOF NAILS AT 12" O.C.; STAGGER DRIP EDGE NAILS 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 - SEE PLAN FOR LOCATIONS. 111 #5 RE -BAR TYP. UNLESS NOTED. FILLED W/ 3000 PSI CONC. STD, 900 HOOK TOP & BOTTOM MIN. 25" LAP, PROVIDE INSPECTION HOLES. WINDOW 8"x8"x16" CONC. BLOCK DECORATIVE CEMENTIOUS COATING (1) COURSE 9" BILK GRADE SHALL BE "4" BELOW FINISH FLOOR LINE •I • 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 IINSULATION R-30 OR PER ENERGY CALC'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 Q Ln 0 N ry > 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 JOINTS, OVER TERMITE TREATED, WELL COMPACTED EARTH 16"W X 16"H CONC. FOOTING FILL MUST BE CLEAN AND W/(2) #5 BARS CONT. �`�r\�j/\�j/\// COMPACTED TO A MINIMUM (OR AS NOTED ON FND. PLAN) 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. R703.4 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. �1 X2 P.T. FURRING\ / 1/2" DRYWALL —1 X2 P.T. FURRING 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 9X4 P.T. WINDOW BUCK ATTACHED W/ 1-1/2" "T" NAILS @ 18" O.C. VERT SIMPSON HETA18 EACH END OF EACH BEAM PRE -MANUFACTURE^ TRUSSES 2X4 STUDS SEE WALL SEI FOR APPLICAI AND STUD SP @ 24" O.C. 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING COE RESIDENTIAL NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 602.2OFTHE NON- BEARING WALL CONNECTION FLORIDA BUILDING CODE 6TH EDITION NOT TO SCALE SEE FLOOR PLAN FOR BEAM SPEC. BEAM - SEE FLOOR PLAN FOR SPECS 11 ILI ILI ll �I' TYPICAL BLOCK WALL - LI n., I I ALTERNATE HOLDOWN: II (4) 10d EACH SIDE OF 2x4 TO BEAM 10d AT 4" O.C. BOTH SIDES SUPPORT COLUMN BUILT-UP 2x4's OR 44 POST (2) SIMPSON HETAIB's W/(10) 16d EACH TO POST TIE BEAM (4) SIMPSON STRAP LLILL LSTA15 FASTENED W/ (12) 10d NAILS EACH GENERAL NOTES: 1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-0" - VERIFY ACTUAL 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 WORKSHALL MEET OR E*CEED THE DESIGN DATA AND COMPLIANCE CODE CITED. 4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION. 5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OFALL ROOF, WALL AND FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER. 6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY APPLIED TO STRUCTURE. THEARCHITECTASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND SPECIFIG4TIONS, OR ARE SUPERVISED BY THE ARCHITECT DURING CONSTRUCTION. 7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER. 2" X 12" WOOD BEAM 4"X4" WOOD POST CENTERED ON CBS WALL CBS WAL POST CONNECTED TO CBS WALL W/ SIMPSON ABU44 FASTENED W/ 1/2" X 6" TITEN HD AND (12) 6d NAILS INTO POST WOOD BEAM TO CBS WALL ATTACHMENT USE (2) SIMPSON MSTAM24 WITH (9) 1 Od AND (5) ILA v 1/4"x2-1/4" TITENS - (3) A.B. W/6" MIN.EMB. SPACED EQ. W/2" HEADER AT RAISED ENTRY/CMU WALL WASHER OR (4) X 4-1/2 " NOT TO SCALE WEDGE ANCHOR ENTRY CMU COLUMN/HEADER NOT TO SCALE FOIL P.T. F ZTYP. STUCCO FILLED BLOCK 1#5 1/2" DRYWALL \TYP. STUCCO EXT. SWING DOOR WINDOW ATTACHMENT DETAIL 1/2"DRYWALL ATTACHMENT DETAIL NOT TO SCALE r1X2 P.T. FURRING\ / NOT TO SCALE 1X2 P.T. FURRING DOORFRAME ATTACH TO CONC. BLOCK THROUGH WOOD DOOR BUCK W/ 3/16" X 2-3/4" TAPCONS. FILL ALL HOLES. 1-114" MIN EMBEDMENT 9X6 P.T. DOOR BUCK ATTACHED W/ 1-1/2" "T" NAILS TYP. STUCCO @ 18" O.C. VERT S.G.D. ATTACHMENT DETAIL NOT TO SCALE ,X8 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) l7[N t&G7�71�L DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS @ 6" EACH END & 18" O.C. (SINGLE LEAF) & 12" O.C. (DEL LEAF) 16" NOMINAL VERTICAL #5 REBAR(TYP.) z o; � e CONCRETE FILLED CELL D o.' e^x15^ CMU 8"X 16" C.M.U. DETAIL NOT TO SCALE hIII I= F 01,6' rl 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 2x6 PT with 1/2" x 7" wedge anchors with square washers BRACKETS MOUNTING /i BRACKET FOR F I GLIDE ROD Ln N in N _ V � 16" FOOTING AT CORNER NOT TO SCALE / 2x6 P.T. S.Y.P. BUCK ILIA -- ONE 1/2" x 1-5/8" LAG MOUNTING SCREW PER TRACK BRACKET BRACKET FOR AS PER MANUFACTURER SPRING CWEDGE ANCHOR 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.) I } O 1/4" TAPCON ` TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK THRU 2X BLOCK INSTALLATION DETAIL N.T.S. INTO CMU; MIN. LENGTH OF 4" C GARAGE DOOR BUCK INSTALLATION HE YS USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR SPRING BUCK INSTALLATION WITH A MINIMUM OF FOUR 1/2" o WEDGE ANCHORS USE 2x8 PRESSURE TREATED WOOD BUCK BUCK ABOVE GARAGE WITH 3" WASHERS STARTING AT 8" FROM EACH END OF SUFFICIENT HEIGHT TO DOOR OPENING; ATTACH AND SPACED NO MORE THAN 32" o.c. ACCOMMODATE BRACKETS, ATTACH CONCRETE NAILS 0 4" O.C. CONCRETE NAILS AT 4" O.C. GARAGE OVERHEAD DOOR CONNECTION NOT TO SCALE BARS PER PLAN w/25" MIN LAP BEAM CORNER DETAIL NOT TO SCALE DETAILS AND SPECIFICATIONS IL North Port, Florida 34291 _ --- fax 413-487-9013 Digitally signed by C ristop erD7Beers DN: c=US, o=Unaffiliated, ou=A01 41 OD000001 72B927OFf 300 OE cn=Christopher D Beers Date: 2020.11.03 13:36:49 -05'0 '0 Lu LU CHRISTOPHER D. BEERS, P.E. = FLORIDA LICENSE NO, 64594 N 0 J m M LULn � J M Z -I ILLm In LU O� a rn t— �- O Ln a V Z S (ny Ili J W 0 v (Ck = m DATE 11/3/20 DESIGN BY CHECKED BY MODEL DONGHIA PERMI OWNER REV DESCRIPTION 1 P1 08/24/20 2 P2 09/29/20 3 P3 10/21/20 4 5 6 7 8 ly O LU CD O (� Q Z r` W ole U v Q fM ad L� LIM r (n UAW ,.+ Z o 12 c U O W I W �, U 0ZFL 11 ILL Lf)LLLL SHEET S1 STRUCTURAL SCALE: Custom 90F 8 SET.I 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 'SPECIFICTION 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 SPECIFlED 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 SPECIFlED COMPRESSIVE STRENGTH OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI 318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE PER ACI 316, SECTION 5.10. 100.1.5 REINFORCING STEEL - SHALL BE MINIMUM GRADE 40 AND IDENTIFlED 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 TIES. 2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 3. ASTM A 366 FOR SHEET METAL ANCHORS AND 71E5. 100.1.7 GALVANIZATION - METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC- TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 953, CLASS B-2. METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641, CLASS 1. 100.1.8 FASTENERS AND CONNECTORS - UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE NA110NAL DESIGN SPECIFlCA110NS FOR WOOD CONSTRUCTION. 100.1.8 WOOD FRAME MEMBERS ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI. ALL LUMBER USED FOR BEAMS SHALL BE HEM-FlR, S. PINE, OR S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 17D0 PSI. 100.1.8 WOOD LVL BEAM MEMBERS ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL STRENTH, Fh, OF 2,850 PSI AND MODULUS OF ELASTICITY, E, OF 2,000,000 PSI. 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/B 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 ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER. 100.2.5- LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/6 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 N0. 5 BARS. EXCEP110N: WHERE TWO N0. 5 BARS ARE REQUIRED WITHIN iFIE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE N0. 7 BAR MAY BE suesnTUTEo. 100.3.2- WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM, THEY MAY BE BUNDLED. 100.3.3- SPLICES 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 NO. 5 BARS AND 35 INCHES FOR N0. 7 BARS (40 BAR DIAMETERS). SPLICES 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. EXCEPTION: 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 100.4.1- FOR FOUNDATIONS 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 ANO SMALLER BARS, AND 2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS FORMED AND WILL BE EXPOSED TD 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 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 FlNE 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 WITH FACE EXPOSED TO EARTH OR WEATHER. 1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. 100.5 FRAMING NOTES 100.5.1- ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32' MINIMUM C-D PLYWOOD SHEATHING OR OSB. 100.5.2- ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG DIMENSION PERPENDICULAR TO THE FRAMING. 100.5.3- NAILING FOR ROOF AND WALL SHEATHING SHALL BE (1� Sd RINGSHANK NAILS FOR ALL SHEATHING UP THRU 1/2" THICK AT 6 O.C. THROUGHOUT; AND (2) tOd RINGSHANK NAILS FOR SHEATHING LARGER THAN 1/2" THICK. NAILING SHALL BE 6" o.c. AT EDGES AND 12" o.c. INTERIOR. 100.5.4- ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"z6" 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 REQURIED AT THE TOP OF hIE 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 WIT}I 1HE TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY. 101 FOOTINGS AND FOUNDATION 101.1 DESIGN 101.1.1- TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE FOUNDATION PLAN AND THIS SHEET. 101.1.2 A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING 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 THAN 8 INCHES THICK, AND SHALL HAVE SAME VERTICAL REINFORCING AS hIE 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. WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFlCIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME. THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1-3/4' NAILS AT 16" O.C. THE BUCKS SHALL BE FlNALLY ATTACHED WITH REDHEAD 3/16' TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFlCIENT LENGTH FOR A MINIMUM OF 1-1 /4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS. PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH OF THE JOINT. ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION WOOD BUCK STRIPS SHALL BE "ONE BY PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFlCIENT TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD 1-3/4' NAILS AT 16' O.C. THE BUCKS SHALL BE FlNALLY ATTACHED WITH REDHEAD 3/16° TAPCONS (THROUGH THE DOOR FRAME) WITH SUFFlGENT LENGTH FOR A MINIMUM OF 1-1 /4' OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE MANUFACTURER'S INSTALLATION DETAILS. DEADBOLT SHALL BE TITAN 780 SGL CYLINDER (OR EQUIVALENT) W/ 2-3/8' BACKSET ®39" FROM TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL CYL (OR EQUIVALENT) W/ 2-3/B' 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 THICKER THAN THOSE SPECIFlED MAY BE USED AS LONG AS THE LENGTH OF THE 3/16' TAPCONS IS SUFFlCIENT TO OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU OR TIE BEAM. 106 OPEN STRUCTURES 106.1- COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL CONTAIN A MINIMUM OF FOUR VERTICAL BARS ONE IN EACH CORNER. 1. VERTICAL COLUMN REINFORCEMENT SHALL CBE FOUR N0. 3 BARS FOR Bx8 INCH COLUMNS AND FOUR N0. 5 BARS FOR ALL OTHER COLUMN SIZES. 2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL BE 1-1 /2 INCHES OVER THE COLUMN TIES. 106.2- CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND BEAM AT THE TOP SHALL BE AS FOLLOWS: 1. Bx8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT AT THE BOTTOM AND INTO 7HE BOND BEAM AT THE TOP. 2. Sx16 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 N0. 5 STANDARD 90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM; THREE N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM, AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; & TWO N0. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED IN A CORNER. 106.3- LATERAL 11ES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE VERTICAL COLUMN REINFORCEMENT AS FOLLOWS: 1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN. 2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED 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 FOOTING, SLAB, OR BEAM IN ANY STORY hIE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE -HALF THE LATERAL 71E SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN THE BEAM ABOVE. TYPICAL CORRECTION NOTES 1) ONE SIMPSON RF6,�4z10 MAY BE SUBSTITUTED FOR 1/2' ANCHOR BOLTS WHEN NECESSARY 2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS -USE SIMPSON MTSM20 WTH (7) 10d IN TRUSS AND (4) 1/4'xt-3/4' TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 870 LBS.; IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.; 3) MISSED DOWELS -SET 5/B' DIAMETER, 33" LENGTH DOWEL INTO 3/4'x 8' HOLE; SET IN SIMPSON SET EPDXY DR EQUIVALENT. 4) FlBERMESH FlBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x10/10 WELDED PARE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS. 107 wlNDows ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD72, ASTM E 188E AND ASTM E T996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC 1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCNRAL PANELS MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION THEN THE WINDOWS NEED ONLY MEET THE 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 DOCUMENTATION FOR THE WINDOWS AND PANELS DEMONSTRATING COMPLIANCE WITH THESE SPECIFlCATIONS. 108 DOORS ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS OF THE FBC SEC710N 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE WITH THESE SPECIFCATIONS. WINDOW, EXTERIOR DOOR AND PANEL CRITERIA hiE MANUFACTURER'S SPECIFCATIONS AND TEST RESULTS FOR THE REFERENCED YANDOWS, SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE SEC'RON 1609 FORA 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFCATIONS. ADDITIONAL GENERAL &STRUCTURAL NOTES 1. CONSTRUCTION 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 REVIEWED BY THE ENGINEER FOR STRUCNRAL COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE. 4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS METHODS &TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS. 5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) $5 VERTICAL RE -BAR. 6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE (2) 2z12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER THAN 6' USE (2) 2x12 BEAM AND (3) FULL LENGTH STUDS AT EACH END. CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) LISP RT12's EACH END. TO SNDS WITH A MINIMUM OF (2) LISP RT12's EACH END. 7. Buildings shall be constructed in accordance with the provisions of the climatic and geographic design criteria as Ilmited by the provisions of this section. Additional criteria shall be set forth in Table R301.2(1) of the Florida Building Code 2017 6th edition. 8. Flame spread and amoke index for wall and ceiling finishes shall be in accordance with Sections R302.9.1 through R302.9.4. 9. Flame spread and smoke -developed Index for insulation shall be in accordance with Sections R302.10.1 through R302.10.5. 10. All gypsum board materials and accessories shall conform to ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C 1278, C 139E or C 165E and shall be installed in accordance with the provisions of this section. Adhesives for the installation of gypsum board shall conform to ASTM C 557. 11. Ceramic file surfaces shall be installed in accordance with ANSI A108.1, A108.4, A106.5, A108.6, A108.11, A118.1, A118.3, A136.1 and A137.1. Christopher D Beers DETAILS AND SPECIFICATIONS Digitally signed by Ch DN: c=US, o=Unaffilia ou=A01410D0000017 A, cn=Christopher D E Date: 2020.11.03 13:31 5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635 North Port, Florida 34291 fax 413-487-9013 •.��Or�.,.,vryq -. .� `�ITt1 p 1D L�l7SI�CT,4TE OF O yos, FCORTOP:��: .� 4594 •�••S��`�: '��i lILL1`` N W W CHRISTOPHER D. BEERS, P.E. _ FLORIDA LICENSE NO. 64594 IN 0 J m � M U Ln J M Z J LL � W O -� a� � F- .~-+ O LI'1 O. V Z =c �.L� v M= W Q \.i' L � _ m DATE 11/3/20 DESIGN BY CHECKED BY MODEL DONGHIA PERM OWNER REV DESCRIPTION 1 P1 08/24/20 2 P2 09/29/20 3 P3 10/21/20 4 5 6 7 B LL W � Q Q Z W p ti U Q � H � LL fn VFW ,� U � C) w`�w U oza a � �� SHEET S2 STRUCTURAL SCALE: 1/4" = 1'-0" 10 OF $ SET. CAUTION!!! "1 P1 1 A 11 was TRUSS END DETAIL Christopher D Beers THIS TRUSS PLAN HAS BEEN REVIEWED BY THE ENGINEER OF RECORD AND IS ACCEPTABLE FOR THIS PROJECT. C• BBei'S 1� z wit AZ was ow to Digitally signed by Christopher D Beers DN: c=US, o=Unaffiliated,,, � � � ►,,� ou=A01410D000001�2 f$ gB21 cn=Christoso 2020.11.03 0 Nto or pher D fth 00 �'. STATE OF O ' yo6; • ;cCORtV?k �t��; sa SV� HANGER LEGEND * -ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * -ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY GATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: TCDL: 15 pSF TCDL: BCDL: 10 PSF BCD L: TOTAL: 45 pSF TOTAL: DURATION: 7.25 DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. Begin. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. PSF PSF PSF By PSF DO NOT ATTEMPT TO ERECT TRUSSES OUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. � 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE, 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: GROZA BLDRS REs: DONGHIA MODEL: CUSTOM ADDRESS: 509 N. 43 Swift.- LOT /BLOCK: - CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB#: . DATE: 10/15/20 SCALE: NTS 2. REVISIONS: 1. — — 3. 4. Builders � FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. Begin. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. PSF PSF PSF By PSF DO NOT ATTEMPT TO ERECT TRUSSES OUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. � 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE, 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: GROZA BLDRS REs: DONGHIA MODEL: CUSTOM ADDRESS: 509 N. 43 Swift.- LOT /BLOCK: - CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB#: . DATE: 10/15/20 SCALE: NTS 2. REVISIONS: 1. — — 3. 4. Builders � FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 2. REVISIONS: 1. — — 3. 4. Builders � FirstSource 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 T ° m X OD co m _ _ 00 O � O E N X LO - O � ti O J CD X X OO 000 N X N