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Home My WebLink AboutBuilding PlansII 99 �m Vim" ® t�,�' I�" w�+r fk: f�� Xj .�, d� v',a �f�ma' F"`5V I -F lW (. 1) 7 M . f Fa.x- (3 1) z1_ - STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -nam BMING CODE, RESMEN a, 7TH EDMON (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 1430 'CULVER DRIVE NE -CONSTRUCTION TYPE -MIN. INTERIOR FINISH - VB - CLASS B PALM BAY, i, L 32907 -BASIC WIND SPEED - vult=160 MPH Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE.. - C FAX: (321) 733-7972 -I—STORY RESIDENCE _2-STORY RESIDENCE — - MAX. HEIGHT AS PER L( AND STATE CODES STATE OF 'FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE 'UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR', CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP- TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE OEEN GENERATED FOR UNCLEAR ASPECTS OF THE "r> WSTRUCTION BASED ON THE DRAWING SET. LIVING GARAGE ENTRY LANAI 1612 SQ. FT. 432 SQ. FT. 38 SQ. FT. 96 SQ. FT. TOTAL 2238 SQ. Ft. A/C VOLUME 14381b CU_ FT. ABBREVIATIONS 1; REVISIONS ABV. ABOVE LAV LAVATORY _ DATE DESCRIPTION NC ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 0I/08/113 BID SET ISSUED 01/15/18 2011 F$C UPDATE ALT. AMP.. ALTERNATE AMPERAGE MFR. ' MIN. MANUFACTURER MINIMUM 019/18 _ E31p SET teE ISSUED BD.. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED - CAB. CABINET MTL. MF.TAI.. 0411848 FOOTING REVISION PER M. SOWES CLG. CLR. CEILING CLEAR N.T.S.NOT O.C. TO SCALF. ON CENTER 02n249 PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR CONC. CONCRETE PL PROPERTY LINE CPT_ CARPET P.B. PUSHBUTTON aT. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATF. 04/24/1g ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE DBL. DOUBLE PLYWD. PLYWOOD - D.G. DIA. DUAI. GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED 0612149 ADDED LED LIGHTS a KITCHEN t HATHROOMS PER MARK 50WES DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER'. RADIUS 01/000 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE -DP. DR DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR D S DOWNSPOUT RM. ROOM DTL DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F G./FX. FIXED GLASS SIM. SIMILAR F G. FUEL GAS SL SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR FLOOR STD. STANDARD,! FLUOR. FLUORESCENT SWS SHEAR WALL FR.DR. FRENCH DOOR SECTION FTG. FOOTING TEMP." TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP:: GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL, GYP. BD. - GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. .HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT.ORHT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON eIu❑oo apnI •as ]uaW,l.'edac BuI111W{ad. 'ZDZ 8 9 AdW 03A1309V Reviewed for Code Compliance Universal Engineering Sciences INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "Drr PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS 2194 HWY A1A, SUITE 301 4 INDIAN HARBOUR BEACH, d FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 . -. I a Apo \\e UHDIV. 8a LrOT: CREEKSIDE PHASE 2 LOT ##25 Z OMDEL,: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PG WA4—NOT USED PAGE: PG WA5—NOT USED COVED. PG WA6—WALL ASSEMBLY DETAILS SHEET DESCRIPTION I lr ! H EXP. C STRUCTURAL SHEET 6_ ,a PG S1-FOUNDATION' PLAN ARCFiI`fECT-- PG S1.1A—DETAILS a STATE OF FLORIDA PG S1.2-DOWEL PLAN PG S1.2A—DETAILS P � l PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS MAR t9 2021 PG ` S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN MICHAEL C. ANDERSON L PG S31A DETAILS AR NO 1730 5 PG S3.1B-DETAILS PG PG SN1 - S DETAILS PRINT °ju DATE: 0 S 17 21 AkSCALE: 1/4"=1'-0" O Ii SHEET Lv AV GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE TRUSS PLATE INSTITUTE: ARCHITECT, I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOW RK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES SLABS.' STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES DROMISSION IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012E1THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIO AND . OR 3. MINIMUM NAILING BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TEC NIQUES 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY'PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUI ED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACI OR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES' TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 7. DETAILS SHOWN ON THE DRAWINGS ARE2. REQUIREMENTS. WATER SUPPLY INES SHALL BE P C VC OR UPONOR PEX "A" (CROSS LINKED POLYETHYLENE) WITH F1960 FITTINGS. ' 3. CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX.EER. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGIN 1-0. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACK SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 11. SWIMMING POOL, DECK; SPA, AND ASSOCIATED �/ORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPL SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR i DRAWING. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TORE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WALL COVERINGS I G 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1. ALL EXTERIOR ALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR HER' OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED PURPOSES SHALL NOT BE PERMITTED: 0 GS 41TH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THETHE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2 2 AS MODIFIED BY FBCR ) SOLID WOOD DOORS NOT LESS THAN 1 3I8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT 3/ ESSTHAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2 3) ( , MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREV'ENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EXTERIOR FINISHES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING HE AGRICULTURE AND CONSUMER SERVICES." 1. WHEN PLASTERI qG WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /aTHICK, " OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MINRIG][ APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS IN 0 THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, GARAGE. 2. STUCCO OR POF TLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b; STM-C1063-19a & ASTM-C1787. 4. AS PER SECTION R302.6 & TABLE R3D2.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC EA BY NOT - 3. LATH & ACCESO IES PER ASTM-C 1063 19a & R703J.1. ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED T0: LESS THAN'/INCH GYPSUM BOAROOMS SHALL RD APPLIEDTO THEGARAGE SIDE. GARAGES BENEATH HABITABLE E ALLST S CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIV LEN ' -- "L" FLASHING ING -- HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO PIPE PE qETRATION DETAILS Revewedfor Code VENT PENETRATION DETAILS PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. WEEP $ oomp"l co REED DETAILS 91 universal Engineering__ CONDUIT PENETRATION DETAILS _. CASING Sciences BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED li PER ASTM-C1063 -19a AND R703.7, FIRE RESISTANT C014STRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCE SSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. a EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE /2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT'A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d es i g ngrou b. Com AA #: 0003325 �T.. ,.:ss� tj uj z r as ry N7,'U33DIV revL.O.T. , CREEKSIDE PHASE '2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672-ARIA" 6F GARAGE SVfMG RIGHT l PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 19` 2021 MICHAEL C. ANDERSON O NO 17305 f NT TE: 03/17/21 LE:1/4„ 1'-0" EE'. G, GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITE DESIGN UNDERTLAYMENT HAZARDS 9 FREEZING AN AL LOAD (MPH) EFFECTS" CATAGORYr DEPTH`' TEMP' REQUIRED' INDEX TEMP! NA Ih0 G I NA INEGLIGABLE I NA I VERY HEAVY 42 1 NA ISEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.SA . FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FSC R302.105 12'-0" 2 _8` } (2) 3052 ^SH I-------------`� -- J O C 41 I LANAI a' -a' CLG. Q 1 DINING ROOM BDRM,#1 �p 1 8'-8' CLG. 6 I Litj (2) 3052-SH nj..' rn 17'-6" 3 -4" 3'-1011 6'-6" GREAT ROOM 8'=8' dLG I li��---�` 9 I W.I.C. 8'-8' CLG. ? m e cp a A O I u B KITCHE Ub� 81-8' CLG, WC Ai 12'-8° 4 _4 3'-8" 3'- it 3'-ON - 3' 10" 3 0 3 -/ 1I 11 !i I Q�SJ I a, F 771 Imo' BDa c 3 IGA1�1 I 3-sH BATH #1 I r—n IN ?.8 G. 4 6 _411 5'-4° CII ry,47 I I AI M11 I I �' i ----�1 V. ry 8 3-SH III `� -_y SHWR. PAN LAV. W/ ENCL o------ LAUN. O 8'-8' CLG. WH. 1- �z ATTICI IR-1SH •� I I BATH #2 1 1 1 8' 8' CLG. ,y' I S I I L L- J j 114_ V 1ACCE N V. Al II e II WC. ® II BOLLARD AS REQ. J 1R-ISH _ PER BLDG. ------ en V. m -- CODE \.� _ ro FOYER �. .� 8'-8' CLG. GARAGE a,-8' CLG. 6'-S" 2'-4" 3'-8" ❑1 3068 W/ 36"XIV TRANS. C 1 k M.T. BDRM.#2 CLG. ENTRY (2) 3052-SH EGRESS LLlE — --- U 0 �,' -----J —_L---------- — U Q.A,,..,,, r Vrk,l_s i . '. `r.i5x= _ t. 4 GABLE ROOFS 11" < 0 z.� 43' Ft:rSi Et x aipl BEii:, i.c,c `.,(),t475swd. r H x F ..... ^.. t t I. .. w......t ...i. " __44.. €CIF ROOFS .• ,no S t . L.»5.0. FIGURE R301,2€7 COMPONENT AND CLADDING PRESSURE ZONES FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: 1 -2-8 LOUV. DOOR W/ AIR HANDLER ON META STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NO LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYGOMB- RE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINU E FIRE -RATED DOORS. - EGRESS NOTE= DO NOT SHUTTER FRONT DO OP, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE U14CONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13 -CEILING R VALUE TO SE R-30 INSULATION AElOVE CONDITIONED SPACE- -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U VALUE AND SHCG ARE INFORMATION PRO IDE;D BY THE MANUFACTURER AS LISTED IN THE RESPECT, PRODUCT SPECIFICATIONS OPENNCs OVERHANG sEPARAT'ION U-VALUE &We- 1 0'-10, 32 25 2 I'-r1D' m'-9'- 35 29 4 13'= ' 1'-4' ; .63 32 r' w4p, 01-9' 35 29 & 1'-aI 0'-9' 35 29 Ili 1'-0' S'-4'. 35.. 29 EXTERIOR MASONRY WALL BRCS. HEIGHTS BRCS. xi 10'-8' B�Rrs SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1612 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381.E GU. FT. RD C lcm WI'D LOADS BASIC WI=D EXPOSURE FOR 3 MOM O.I1SI8 oPElm AND TYPE "0 11 E FOOTAGE ZOIE teo IrPH WIND pnlll I�r1ARKs MIN. WINDOW CRITERIA 10 5 34/-45 EXTERIOR SWING 18 5 33/-43 r DR. MIN_ CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA _.m 16010 O.H.D. 112 5 282/-31B II iVAV SOFFIT I I I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" �I PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWIXX DAIS OW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. Reviewed for Code Compliance Universal Engineering Sciences Q 0 0 LL ARCH DTL. TOP PLATE SLisDIV 8e LOT CREEKSIDE PHASE 2 1 LOT #25 PROJECT# 04321.200 0215R1 MODEL 4EAB "1672—ARIA" e GARAGE SWING: E` RIGHT PAGE: I FLOOR t PLAN STAB �F F, , �, � MAR 19 2021 MICHAEL C. ANDERS' ,I' AR NO 17305 I C21 PRINT 03 17 DATE: l BAR DETAIL SCALE:1/4"=1'-0„ SCALE: 1/2' =1' -O' SHEET AI d SHINGLE S'-B" ERG. HCYT 1' - 011 FYPON BKTIIX17 OR EQUIVALENT 4B A 4' RAISED TYP. BAND (TYP.) r m'-m" FIN. FLR. a, -all BRG. HC O'-m" FIN. Fl- s 1 BLDG. NC:T. FYPON LV12X24 �TEQ EC?. OR EQUIVALENT 0 I FRONT ELEVATION O TEXTURE6 NOTE: WALL FENESTRATION • AS — FRCR 103.4 T. I 48 I A TYP.I I II 0'-0" FIN. FLR: 11N. 4" GsRADE v OFF RIDGE VENT 6' RAISED BAND (TYP.) BRCS. HGT. OPT. COACH LIGHT 9 A a0'-0" FIN. FLR. OFF RIDGE VENT 8'-S" ERG. HGT. — ( — - m'-®" PIN FLR. 12 6 w� 7iFIE] Ell El ------------------- DEAR (ELEVATION SCALE: 1/4 = I'-®' TEXTURED FINISH ■ )21-411 N O'-O" FIN FLR - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - --- IGHT ili 7r-1 T-1 r " T 1 -Wr 11r1 T 7 ■ +Ylrl lr ! w T ELEVATION TEXTURED FINISH Reviewed for Code Compliance Universal Engineering Sciences ERG, HGT. ,O'-O" FIN. FLR. f 1 LOUVER DETAIL A SCALE: I/2 I'-(D' MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318 /300 7.73 SQ. FT. 7.73 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN = .4X 1112.64 UPPER PORTIONOF ATTIC - 445.056 SQ. IN. (BALANCE'TO BE PROVIDED IN SO'FFITVENTS) OFF RIDGE VENTILATION AREA _ 138 SQ. IN. PER VENT (net free area) TOTALttOFVENTS REQUIRED = 3.23 TOTALftOF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFITREQUIREC 63.58 LFLORIDA32937 WY A1A, SUITE 301 HARBOUR BEACH, 321-802-3593 bdesigngr0 pomA #: 0003325 I 1 q S MV. 8e LOT: REEKSIDE r�P HASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: EAB 16 �,-ARIii' GARAGE SWI RIGHT PAGE: Ir, �y ELEVATION "D" 160 MPH EXP. 0 ARCHrrECT: STATE OF FLORIFDA L AR I n 7EL C AN PRINT DATE: 03/171 [! SCAT E:1/4' l',-0" SHEET MWO ELECTRICAL LEGEND SY1'180L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE F !. E " 110V OUTLET 110V OUTLET 1O OF WILD TO SWITCH '& ,--�-7 GPI 'm 110V OUTLET E�IPED W/GI�1D FAUL MTERUFIMM (TAMPER RESISTANT TYPE) :�. 220V OUTLET (4) WIRE CONNECTION T. WATERPROOF F FAULT GFI OUTLET INTERMPTEGROUND SWITCH SWITCH 3-WAY OPER !t4 SWITCH 4-WAY OPER. �-o WALL MOUNTED I� LIGHT CEILING LIGHT . nA..._ L LED CLG LIGHT O VP LED VAPOR PROOF LIGHT r VP VAPOR PROOF LIGHT ORECE65ED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN W/LIGHT 1 041 PER $R FT. VANITY FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT 2-BULB WRAP LIGHT AROUND (RECESSED) 4 X2 FLUORESCENT 2-BULB WRAP LIGHT AROUND D u (SURFACE MINT-) 2' FLUORESCENT ... 4' FLUORESCENT .. -a-,gy- 4' TRACK LIGHT x i. I PANEL r ! m z METER -- S.D. BATT BACK UP �. W/ HARDWIRE -� (SMOKE DETECTOR WALL MOUNTED SMOKE DETECTOR MATT. BACK-UP W/ HARDWIRE MATT. (BACK-UP W/ ® S/GO CARBON MONOXIDE SMOKE DETECTOR CIOM50 HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I_I^� NATURAL GAS FV OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/ AIR CONDITIONING SEE AFNJ -UND. DISCONNECT THIS SHEET I-� TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO ME SUPPORTED IN ACCORDANCE W/ SOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN C% CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT ". •� LIGHT STRIP y 3&1 INCANDESCENT LIGHT STRIP ononnnnn INCANDESCENT LIGHT STRIP y ® FLOOD LIGHT OPT. SECURITY KEYPAD , P118H-BUTTON FOR CHIMES USM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF P5CIR ITH EDITION (2020) 4 NEC 21012 201T EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOOKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M159"3 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERFUPTER PROTECTION FOR PEi2SCHISEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (2020). • ALL WOW, TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7T14 ED (202p). • ALL LAMPS SHALL BE SELECTED BY &ILDER AND T5% OF LIGHTING MUST ME ENERGY EFFICIENT TYPE PER EFFICIENCY) 2020, Tth EDITION R404.1 CEILING PRE -WIRED MTD. LIGHT CLG FAN+ TO SE (INSTALLED, `Iy PROVIDE J-SOX FOR\ OPT. FAN LANAI .11 _ o DINING ROOM PRE -WIRED OUTLET .GFI \ FOR DW -- —� GFI Ll GLG FAN SWITCH IN 1 J N CABINET KITCHEN GREAT. R00 \ 1 1 L —_�� GFI I 1 BDRM. 3 _ = - - = \ I s, I LAIC BDRM.#1 PRE -WIRED CLG FAN HOOD WIRE W/ D. OUTLET FOR Q UTURE MICRO. qP 7A I / W.T.C. 4 - --- I L i GFI J LAUN - (�,)� CLG FAN BATH #R BATH .gi • ; III 1 . ❑ GR - - 74) "'r I - I GFI ,o� I!� / I GARAGE 1 44 AFF. F WH AFF. 1 DOOR 1 l 1 \ L___LI \ \ Z5OLLARD OND \ \� 2WALL MOUNTED AS REG2. LIGHT W/SWITGH IN PER SLOG.L ATTIC CODE $ ;KEYLESS Q� I FOYER FIXTURE I _. fxFl METER D. CLG. z FIELD Q VERIFY BDRM #2 � ouTLET 4 [- LOC. OWD IRRIGATION / ^) P.S. FOR ❑ — ❑ OUTLET m CHIMES , \ 48' AFF. :ENTRY 1 GARAGE GFI F'RE-WIRED CLG FAN I GF (� I OPT -COACH _—_—_—__ LIGHT ELECTRICAL PLAN SCALE: 114" = P-O' PANEL: 8/16 wp crt. breaker FEEDER :3-#1 W P Panel MAIN - A' VOLTAGE: 120 / 240 V -1 Ph MAIN; 150 Amp M.C.B uTHWN&1-#6Cu(G)in11/2"C. OR 3 #2/0IALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr I Pole Wire #12 1 20 1 Exterior Receptacle GFI for TM 1200 1 2 Space #12 2 20 1 Irrigation Pump 1000 3 4 Space 30. F2 #10 4680 A/C C.U.-1 Space 7 8 PANEL: 4 breaker 2 crt. FEEDER: 3-41 PANEL - A VOLTAGE: 120 / 240 V -1 Ph MAIM 150 Amp M.L.O. CuTHWN & 1-#6 Cu(G) in 1 1/2"C. OR 3-#2/0'ALTHWN&1-#6Cu(G)in11/2"C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1800 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator GFI 1500 7 8 #12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20: 1 #12 #12 1 20 Bath GFI Receptacles 1200. 11 12 1500 Dishwasher GFI 20 1 #12 #12 1 20 Foyer / Hall / Laundry AFCI 1200 13 14 16 5000 Dryer GFI 30'. 2 #10 #14 1 15 Great Room, Lanai & Dining Li hts AFCI 900 15 Space 17 18 20 1500 Washer GFI 20' 1 #12 #14 1 15 SD & C/O AFCI 900 _ 19 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 .Bed #2 & #3 / Bath #2 AFCI 1200 21 22 1200 Garage I & Receptacles GFI 20 1 #12 Space _ 23_ 25 _ 24 26 _ 9_00 000 Owners Suite AFCI 15 1 #14 Space Owners Bathroom AFCI 15 1 #14 Space 27 28 1000 Exterior Lights and Recpt. GFI 20 1 #12 Space 29 - 31 30 32 1000 Irrigation controls only 20 1 #12 Space -- Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/CAHU-1 (Heater 5.KVA at 65% 5120 39 41 40 42 _ Space Space ace 1 Load subject to demand factor calculations / line 15400 27700 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43100 First 10000 watts at 100% 10000 Remaining watts at 40% 13240 Total A/C load 9800 10% for future growth LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps (watts / 240 volts) 137.7 LED LIGHTING C DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THNN/THLLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER Q.Mt7� PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. Reviewed for Code Compliance Ea Universal Engineering Sciences LED LIGHTING P SINGLE LAV. BATH e2 PROVIDE 342/0 CU, THWTN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THW 1 . 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/1P MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT — 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL FIER ELECTRICAL PROVISIONS OF THE FBCR NTH EDITION (2020). 5/8" !:)IA X 8 FT LONG COPPER CLAD GROUND ROD 2194, H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802 3591 www. a b d es I g ngrou p. com AA #: 00033251 c� SUBDIV. 8e LOT CREEKSIDE PHASE 2 k LOT #25 :PROJECT* 04321.200 025R1 it[ODEr. 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN s MPH EXP. C ' ARCHrrECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 17 21 SCALE: 1/4"=1'-0" SHEET E1 in a� 6 B m m a g PLUMBING PLAN SCALE: 1/4 = V-0' TU KITCHEN SINK W1 AUTO VENT 1-1/2' VTR - 0 A.A.V. t L,4V It �� (RIGHT ALTERNATE) PLUMBING RISER Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBMV. & LOT: CREEKSIDE PHASE '2 LOT #25 PROJECT# 04321.200 025R1 1�ODEL• 4EAB "1672—ARIA" N GARAGE SWING a4 RIGHT PAGE: PLUMBING PLAN 160 MPH EXP C ARCM CT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 so PE��aTT 03 17 21 nA=:E: SCALE: SHEET PI 5 I El ri 0 DINING II � Il OM BD 12X12 12XI2 AI ROOM RM. 1 I I ( 1mX6 12m CFM — +_ MOIL— U IOX6 12m GFM I 12X5 L 6 6' >�175 CFM i j �Lwi it I W.I.C. I - ax4f GREAT ROOM 10X6 ITCHEN - 45 CFM I tzm cFM I' 1mX6 ax4 -15 CF t 5 GFM - - -- 12' C m BATH FM lmx6 L BDRM. 3 l5 CFM4 lmx6 6' -1 -- C� II 75 FM �I 4' --- 4 4 4 R �5 8X 4 i 12XB ~- - ---- 45 CFMI PASS /� 11 THRU LJ � I MASONITE I 4 LOUV=R I(BATH 2 I PLANTATION 8x4 a 4' 18m-m4 2 8' _ 6 MAX A1 R 45 CFI i 10X6 584.15 GFM 15 CFM Ll - - PASS -1 GARAGE - - THRU FOYERi FOYER lox 6 �5 CFM M. 2 BDR f I ENTRY ENTRY �I �J HVAC PLAN SCALE: 1/4 = 1'-0' Reviewed for Code Compliance Universal Engineering Silences R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-m EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 111111 -J-UBDIV. Se LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: HVAC PLAN 160 MPH EXP. C op PRINT 2117 DATE: 03 / / SCALE: 1/4"=1'—O" SHEET I B PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX FIN. FLR. 9VA T/ M CI ATG JSS 2X4 WOOD STUDS e24' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O_C. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER -m. YF. ELEVATIONS f VENTED SOFFIT ' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 5/8' GYPSUM 51 OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' DRYWALL—` 3 5/8' OR 5 3/5' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O_C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TiLE FINISH WOOD BASEBOARD — _J SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 1 PER ELEVATION K �—RINSULATION JIB. lV I� WINDOW OW ATTACHMENT V SAS PECIFICATIONS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 8' GMU 1/2' GYP. WL. BD. �— WOOD BASE 1-STORY TYP. INT. WALL METAL STUDS Al (NON-BRG.) 11 / SCALE: 1/2'=1'-O' 3 5/8" OR 5 3/8, TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED t0 CONIC FLOOR W/ 3/4' PAF E TO WOOD FLOOR W/ 1/4' WOOD SCREW INISH FLOOR BOND SEAM SOLID GROU1 W/ (I)- S (2) COURSE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT — DIA. SLEEVE, O NOT CUT EBAR IPE� DO NOT CUT THE BOND BEAM REBARS 2AIPIPE THROUGH BOND BEAM D1 SCALE.3/4"=1'-0" 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. I� ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. H W WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE -STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=i'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 -ITH EDITION iS 1*4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT 'i ORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLRIL 8' CMU — ti 9 MA; CAULK AND VEAL `GAS LINE `l J' PVC SLEEVE FOR GAS LINE —e' Ctiu —I/1' GYP. UL. 1512. —WDW DASE 2B GAS LINE THRU BLOCK D1 SCALE: 141'.1'-e' --2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — HIGH STRENGTH CLG. BOARD 1/1' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL __ TRACK BRACKETS FASTENED TO WOOD JAMB PER R PODUCT GALV. 6TEEL.... APPROVAL REEL VERTICAL TRACK BY MAUP. SLIDE FASTENED TO ROOM TRACK BRACKETS W/ PRODUCT APPROVAL REQ. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. WL. BD. WOOD BASE a, CMU SEE STFi CTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND MY DOOR MANUFJ OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2 " =1' -O' Compliance Universal Engineering Sciences FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER Ax. ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.E n W WINDOW OPENING �R TYP. WALL SECTION Q NO OPENING NOTE: METHOD TO BE USED FOR THE 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=r-0' UNIDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE iI OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Note: WALL FENESTRATION FLASHING PER FSGR 703A - 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 500 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface Of the exterior wall finish. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SLJSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 DA0DEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EP. C ARCHITECT' STATE OF FLORIDA MAR 19" 2021 MICHAEL C. ANDERSON AR NO 17305 FPRINT DATE: 03 17 21 SCALE: 1 /4"=1' — 0" sxEET 0 TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X e' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X B' ANCHOR BOLTS II/ 4' MIN. EMBEDMENT 2' X 1/0, WASHER 4 NUT r--- L L - ---� , V� ----j j j — LE E n Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING �L -j BEGUN Tx4 ONlam FLAT TO BLK - W/ MASONRY NAILS. - - SIDES: -.T - 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR E - L_ BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/9, WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, - (3) EVENLY SPACED. 7 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT ' D SCALE, V -1'-m' 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" /-.1WINDOW TO BLOCK +3/4" OR +5 4" n xis 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN - SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/46) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS'O.C. MAX SPACING. 2XB: CEMI SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' O.C. MAX SPACING. LA 8' CMU 1/2' DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B)WINDOW TO BLOCK +1 1/2" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 10' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 8' CMU ❑ 1/2' DRYWALL 1'X4' P.T. NAILER l/16' O,S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" nWINDOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 V O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING- 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL 1'X4' ❑ P.T. NAILER a DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" 2X4: ® 2X4: SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 1`MN. SHANK SIZE .145 MIN. HEAD SIZE 300 , HEAD SIZE 300 MIN. EMBEDMENT 11/4') MIN, EMBEDMENT 1 1/47 WITHIN 8' OF EACH WITHIN S' OF EACH END 4 18' O.C. MAX END 4 18' O.C. MAX SPACING. SPACING. 2X6: ® 2X6: CEM SECURE TO 13LOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE -145 MIN. MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4') EMBEDMENT 11/40) WITHIN W OF EACH END B' CMU WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® 2X8: INM SECURE TO BLOCK I'X4' SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 114' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END WITHIN W OF EACH END 4 IS' O.C. MAX 4 10' O.G. MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4-) DOOR JAMB TO BLOCK +3" „ E xn 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE OUTSIDE 4 SECURED 2X6. CEO THROUGH THROUGH NON-STRUCTURAL SECURE TO BLOCK SEC SEC 3/16' TAPCON MIN. 1-1/4' TAPCONS EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER WI(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER WK2)12d WITHIN 8' 4 18' O.C. MAX OF EACH END 4 6' TO 8' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F x 8' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MII%L EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING_ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK e' CMU 1/2' DRYWALL ❑ ID P.T..T. NAILER I' P-T. X 4' MIN. DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3/4" Reviewed fo: code Compliance Universal Eng,neenng 91 Sciences CMU DRYWALL IX FURRING X>::::.;::.: ............. w RIP 2XIO TO DOOR 8-1/81W FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK QUIREMENTS K k 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J 0 w 0 x SUSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672-ARIA" aARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHffECT TOFTAEFLODA MAR 19 2021 MICHAEL C. ANDERSON AR NO T7305 DATE 03/17/21 SCALE: 1/4"=1' — 0" SHEET D2 NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a 9' O.C. MAX (VERT-). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ fib' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS TO BE SPACED • 11' O-C. MAX VERTICALLY a' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER LATH SHALL NOT BE CONTINUOUS 6 To a MIN. 6 IN a nIN. THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE- PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX- W TO 8' FROM JOINT O NT \ FALLS ONEN CONTROLL. NOTE: \ 1. FASTENERS FOR LATH TO BE NAILS OR / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1. FOLD INWARD • IcT. A OI. FOLD INWARD • F'T. A 2. CREASE • FT. B FO NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / I" MIN_ LAP ® METAL LATH 1 —r 6" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' • I'-0' (AKICKOUT DETAIL LATH VERTICAL LAP TO BE I' I METAL LATH / WRB LAYER 01, STUCCO WRAP M N LATH A-, 4 OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD: SHEATHING - NOTE• SIDE LAPS OF METAL OR Tiliv ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-NL (I21-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTINEER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR I/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 6MIN. LAP LAP a LATH LAP ® PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 7/16' ZIP SHEATHINGS ® SYSTEM(INSTALLEDPER WOOD SH �THIM5 fR OR CMU O I. FOLD INILLARD • ( Q.) 1. FOLD I E o P • Pr. A L1RB LAYER 01, PT. A �/ 7. CREASE • PT. B '' CREASE • Fr' ® 3. clrtEaSE • Pr. c STUCCO WRAP (FRAME ONLY) 3. CREASE • PT- C 4. FOLD PT. C OVER Ft. B TILL PT. C TOUCHES BOTTOM FLANGE ® I•I` 8' THICK, 3 COAT CEMENT ® f ' PLASTER (FRAME), 1/2" 2 COAT I� CEMENT PLASTER (CMU) �" ,la METAL LATH (FRAME ONLY) ® l LAP UJRB E TAPE OVER ®FOLD ® I; ROOF/UALL SCREED SHINGLE ROOFING — DRIP EDGE. OVERLAP 3'. E,cTENp 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' D.C. MAX FLANGE L WATER TIGHT SEAL FOLD, 22 MM CUT. THICK 3 COAT CEMENT PLASTER (FRAM), 1/2' 2 COAT CEMENT PLASTER (CM) WRB LAYER 02, FORTIFIBER BUILDING PAPER(FRAME ONLY) WRB LAYER "I, STUCCO WRAP mvAm ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP UM AFFIROX I .W ABOVE SHINGLES a-PLA E ONLY/ FRAME OR CMU EXTERIOR IXY1FArldl I RP�FFr] 5x5 WALL FLASHING o j B KTOC-OUT FLASHING (SEE DETAIL) FASCIA WRAP e, WATER TIGHT SEAL (BEND OR SOLDER DO NOT [LT) z_ "'III „ L„ 5"X5" "L" TYPE CONTINUOUS CSALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHINGS) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NET 6> 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF . TE10 02 SEALFr-- D ERING MEMBRANE FLING WRB LAYER •I, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH /----_.--6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT — INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cernent plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. Reviewed for Code Compliance Universal Engineering ED Sciences TION DETAIL (fiRA„C ) DRAINAGE RLANE (WRB L,4*rER 1*1, 5TUCCO WR)4P) WRE3 LArER #2 (FORTIF15E R — — — — — — BUILD INCH FAFER) 1 fiETAL L)4T14 X X X X STUCCO WOOD OR -1/1(0 II ZI1= WALL -- eHE)4T1-lIN -- 5ELF-)4D14ESIVE FL45HINC — — NOTE: 1 IETAL L)4T+ 4: L)4T14 TO BE PER SECTION Ri03.�.1 /)4ST1"f C-8��1-1 a, 1"IIN. 2.5 L85. PER 5Q- NrA) D (UTILIT)" OR NOti ANAL LAT�4 DOES NOT t-IEET SIFECIFICATION5) 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a b d es i g ng rou p. com � AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 WODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 1 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT / =?1 DATE:'. 0317/ SCALE: 1/4" =1'= 0" �:� AAI WAI a a NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD X _ J I!Xi 'l X INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING A JOINT ALL AROUND Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063 19a, or ASTM 1787. STUCCO FINISH 6" SELF ADHESIVE OVER TOP d SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT- SEALANT) SEALANT a TOP E SIDES ZYER VENT ( BLOCK WRB LAYER "I, 1 XI STUCCO WRAP i HOODED VENT BUILDING PAPER X OVER FLASH E x` THICK, 3 COAT CEMENT PLASTER -� METAL LATH WRB LAYER 02, FORTIFIBEIR PIPE THROUGH BUILDING PAPER WALL WOOD SHEATHING DRYER VENT ( FRAME) 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' LEGEND DRAINAGE PLANE (WR5 LATER *1, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO J WOOD OR 1/16" ZIP WALL -1 SHEATHING SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.7.1 / ASTM C-04-1-14a, MIN. 2.5 LBS. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5 ECIFICATIONS) / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO IAK=H ICJ 14<>=LW=I Y= STUCCO SCRATCH COAT # 1 GOAT OF PAINT W/5AGK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION .-., , 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I5OCYANO7i E-POLY5LEND FOAM • ^t 1 " SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES I I �� * I r H v i .wvv0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D ISCONNEGT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *i, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T NO MEMBR ENTERS E APPLY TO F EI APPLY E-Z BEAD OVER rc0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STF '*1 5T f *13 p •0.0.0 p .O 1. ,. o .. o. .0 00 .0 0. o .o.o.o 0 5T E F WOOD SHEATHING * WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION II 1/0, TEXTURED FINISH +WOOD FASTEN TO WOOD STRUCTURAL MEMBER o -I' O.G. MAX a' CMU Ye' TO Jim MID -WALL C' WEEP 5CIRSED _ =IL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTUWD FINISH a MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES a WRB LAYER *1, STUCCO WRAP CUT 'X' INTO \ SELF -ADHERING / \ MEMBRANE FLASHING APPLY SIADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED LI LAYER *1 ISTE1 1*2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING - - FLASHING OVER APROVED HOUSEWRAP Reviewed for Code Compliance Universal Engineering ED Sciences WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING LI LAYER *2, FORTIFIBER BUILDING PAPER STF # ELASTOMERIC COATING OVER STUCCO/ C.V- FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E F #(a CTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 1111111 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT 04321.200 025R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 M°:''H EXP' C ARCHITECTf STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 AT DE: 03/17/21 SCALE: 1/4"=1r-0" SHEET 1 DRAINAGE fLANE (WRE� LATER #1, STUCCO WRAP) WRB LATER #2 (FORTIFIBER — — — — — SUILDING PAPER) METAL LATH x x x x STUCCO WOOD OR —1/1(0" ZIP WALL SHEATHING SELF—ADHESIVE FLASHING 2 1/211 CORNER BEAD T (FA5TENER 4 SPACING 0 1" C.C.) .e 1 A 1:�1CORNER BEAD 1 1 L / GMU 1/2' TNICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (ii) BLOCK Reviewed for Code Compliance bm Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJEr T* 04321.';00 02t`R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHffECT STATE OF FLORIDA - MAR 19 2021 UCHAEL C. ANDERSbN AR NO T7305 DATE: 03/17/21 SCALE: 1/4"=1'-0" SHEET it 1 rra, ,n ®■ ]LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER *12 (FORTF15ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER M i WEATHER RESISTIVE // \ "2 g5ARRIER AP SIDING6' SELF -ADHERING FLASHING WSELF-ADHERING- FLASHING 6 WEATHER RESISTIVE BARRIER 01 R"ev STARTER STRIP WEATHER RESISTIVE \ BARRIER "2 DO NOT CAULK OR � 6'SELF-ADHERING SEAL OPENING I FLASHING GALV'D METAL METAL �' I W FLASHING W rLA Z' FLASHING DO NOT CAULK OR 1 Y1 X 6' SIMULATED) _ - SEAL OPENING WOOD TRIM MEMBER STUCCO CASINGBEAD \ I Ya' X 6' SIMULATED WOOD TRIM MEM5FR IV \ , SEAL GAP W/CAULKING -_ KSTUCCO OR APPROVED SEALANT CASING BEAD SIDING TO STUCCO C) BLOCK TO FRAME �� TRANSITION 11 J H WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE i /t_'9\ \ BARRIER +2X? T Ya' AL OSIDING/ Itllo REPEAL R 6' SELF -ADHERING 50ARD 4 5ATTEN FLASHING WEATHER RESISTIVE FLASHINGWSELF-ADWERING BARRIER *1 STARTER STRIP WEATHER RESISTIVE \ BARRIER M2 DO NOT CAULK OR WSELF-ADHERING SEAL OPENING I FLASHING GALV'D METAL GALV'D METAL 'y 'Z' FLASHING Z' FLASHING - DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING \ \ BEAD 24 HARDIE TRIM PER ELEVATION \ SEAL GAP W/CAULKING OR APPROVED SEALANT KSTUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION N' Reviewed to, code Compliant eenna a Universal En9 Silences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: / / SCALE: 1/4"=1'-0" SHEET lly'vvill a 1 1 I I II 1 1 1\ - - 2x(o SUB -BAND — W/1 "x4" NOTCH - - END, WRAPPED IN PEEL 8 STICK DRIP EDGE 1/8" TEXTURED FINISH 'a WOOD 1/2" TEXTURED FINISH 'a CMU METAL FASCIA WRAP Yap FROM STUCCO, 1" FRO \ WOOD WALL \ EXTERIOR WALL (FRAME OR CMU \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ \ \ ( )ELEVATION- r� 11 it II II I 1 I 1 I 1 / 1 � 1\ 1 1 M 11 11 11 11 1 1 ml METAL FASCIA WRAP 2X6 SUB HAND-- = c� COPL= AN B —ROOF KICK OUT REMOVED 11 FOR CLARITY -ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL VNOT INTO STUCCO) �— 11/8" TEXTURED FINISH Q WOOD, 1/2" TEXTURED FINISH 6 CMU �,-!!�---2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH o CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER *2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAT PROCEDURES PRE-ENG'D TRUSS TO BE GUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4'x4' -m' SCABBED TO TRUSS W/126 NAILS ro"-8" O.G. MAX. 2x SUB -SAND W/lY"x4" NOTCH 'a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Qi) WALL SUB BAND DETAIL C) WALL W /KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF BET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�"x4" NOTCH 'a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal 91 nceseenng scie FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYHx4" NOTCH e END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2.3_ LOT #25 -;:'ROJECT# 04321.200 025R1 IAODEL: 4EAB "1672-ARIA" GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I MAR 192021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2117 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET WAIS 38'- 8„ 12'-0„ 26-8" 4" 10'-8'. 9,-6 13 -4„ 3 -10„ EXTEND SLAB 1 /2" on o E FM-12X12 FM' 12X18 4" GONG. 00 1.1 T' SLAB 00I N 111 o Xcli LlJ LL eo_� I *31/2" IL Ow I� n LL LL F-24X24 1 3, 2„ 6, q„ 2,4° I J 0IN10 FM-12X18 1 1.1 I GL TOP OF 6 SLAB 1" PVC CHASE 00 FOR ELEC. @ x ISLAND LIL I u 1.1 co x xLIL I I I ' II III III II II I 19, 0„ II � „ 19' 0„ J 0 v co in eo \\ \ < 0•� \\ I V \ \ \\ I O n �� \\ EXTEND `.\ 4" PVC ~ SLAB 1 1/2" CHASE TE-1— — — — — — \ *5 1/2" \ \\ 4" CONC. SLAB I a 5 \ \ op 8' oll 2' 8" 1 T 8" 1.1 2' 4,, TOP OF M Iop I Iu n co 1 co 1.1 I N �I �I op N 1 Ui LLI 1.1 EXTEND LL O FM-12X18 SLAB 1 1/2" 2 4 _ � I C 1.1 CONC. Ioo — � x a SLAB a wl 31 2" Oa XCO cvl 6 35, wI L IIE-1 LL 2 1 It ao FMC I2A18 1.1 7 1/2" FMC 4 4 L — FM_12X18 — — 1.1 J 12X18 1.1 FM-12X18 1. i = . F M -12 X 12 — — — — — — — — ^ o ❑ E F • — IN 8' 6" 2 6" 2' 0" 4'-4" 2'-0„ „ 16'-0' 2' 8„ 11,_0„ g'-q 19'-4" 38'-8" FOUNDATION NOTES . SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR OMPACTING REQUIREMENTS. TOP OF FINISHED SLAB SHALL BE+-U-0". COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED THERWISE. 4. REFERENCE ELEVATION +40' SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TIERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES. . PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: ROVIDE 1/2" FELT PAPER AT THE JOINT. . COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE INDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 AJINDICATES #5 BAR, EIINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 2, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 0", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE OIL BEARING CAPACITY OF 2,000 PSF TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: ) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION ) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15 STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION HALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm'= 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED '-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING ODE, RESIDENTIAL, 7th EDITION i Reviewed for Code Compliance Universal Engineering 91 Sciences SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4XW1.4OVER GENERAL 3 1/2 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE (CORNER PROVIDE BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. FM-12x 12" CONTINUOUS 18" (+)0' 0" FMC-12x 8 12" CONTINUOUS 181, =#5's(2) #5 IN CURB VARIES F-24R24 24" 24" 12 (-)0"-4" 12" CONTINUOUS 12"FM-12x18..SEE T112 PLAN 8" (-)0'-0" FOUNDATION PLAN SCALE: 1/4" = 1 7 SECURE STRAP To AIC SIMPS❑N WB CONC, W/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL R EACH TAP —CONS CORNER OF UNIT CONC, SECURE STRAP TO SLAB UNITS W/ (2) #Bx1 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 30 INDIAN HARBOUR BEACH FLORIDA 329:�7 PH: 321-802-3691 www.abdesigngroup.com AA #: 0003325 < 7 I k J ilr i I \ is Z +, BUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT* 04321.200j025R1a MODEL: 4EAB "1672—ARIA" GARAGE BRING: RIGHT PAGE: FOUNDATION PLAN �160 MPH EXP ` ARCHITECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03/17/21 SCALE: 1/4"=1' — 0" SF1EET S 1 4 Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } _ SPACING REQUIREMENTS F- 4 W m co J 0 - Z - 8" CMU WALL I` 0 M a TOP ° SEE SLAB SCHEDULE EXT. PORCH SLAB aL 4" CHAMFER (1-STORY) W/1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE a APPLICABLE) z SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY Z_ STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND > ( SPACING REQUIREMENTS F- LU m( w J V a � O 8" CMU WALL co _ Z 01-01, iLA6 i 1L3��1 iF�.,l Y BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1 EXTERIOR MONO -FOOTING BOLLARD LAP NP PLATE A M. OF 48" AND N W/ 16d IN COMMON NAILS, 2- WS, 4 O/C BTM. LAP TOOC R OVER STUD 2x4 OR 2x6 W\2UDS WALL W/ SYPPLANS FOR SBTM. PLATE TPROVIDE DB 'IPE SASE GE TO " X 2 1 /4" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK G REB . PLATE TO LA / d MASONRY NAIL 1p TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE +- U'_U TOP OF SLAB ° ?1OR SfE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY (9 INNDATION OD WALL SCALE:3/4"=V-0" (NO LIFT) SEE SLAB SCHEDULE TOP EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) JOINT (WHERE • ' • SEE SCHEDULE APPLICABLE) z_ ° FOR WxD, BAR SIZE AND BAR QUANTITY N C2 XTF-RIOR MONO -FOOTING GARAGE A R A G E SCALE: 3/4"=1'-0" w 01 W J I co NEW REINF BAR O a SECURED W/2-PART EPDXY. MIN. EMBED J'q 8"; UNO Q jp FOLLOW ALL MANF. = ¢ SPECIFICATIONS FOR a I USE AND r 00 PREPARATION OF C7 !" HOLE. Z w ilk o c+) �O QQ ,P 4" CHAMFER (1-STORY) 6 CHAMFER 2-STORY ADDING BAR TO MONOLITHIC FOUNDATION SCALE. 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q o:} m w 00 C J L ¢a O � 8" CMU W o ' mz , I° to SEE SLAB SCHEDULE Z Z — "ISOLATED COLUMN PAD CENTERED UNDER WALL AND co POURED MONOLITHICALLY WITH — — FOUNDATION AND SLAB SEE SCH ULE sv FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 611m-. 30" MIN. EACH WAY - --- MONOLITHIC FOOTING FM CORNER BARS, SAME SIZE AS LARGER BAR i IN FOUNDATION WITH 30' LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS f I� MATCH AMOUNT OF CONTINUOUS BARS CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEI ST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP T CCUR OVER STUD 2x4 OR 2x6 \BEARING WALL W/ SYP No 2 STUDS SESPACING. SINGTO BE PT. PROPLATE SIMPSON SPH4BTM AND TOP ANCHORS W/ 1 COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" 1*k +- 0'-0" TOP OF SLAB SCALE: 3/4"=V-0" /HIGHEIGHTW/PLANBLO INGPLATE TO SLAB Wl�GE ANCHOR W/ 2"T IN HIGH STRENG H" EMBED. MIN. @ 16�' OC EE SLAB SCHEDULE EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD Wp SCALE:3/4"=V-0" (W/ UPLI POURED LINTEL'CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION , SCALE. 3/4"=V-0" RB FOR .SONRY ITS SET ELEV: RECESS AROUND GARAGE DOOR OPENING 1_/ LAP TOP PLATE A MIN. OF AND NAIL W/16d COMMON NAILS. 2-ROWS, 4" O/C BTI LAP TO OCCUR OVER STU 2x4 OR 2x6 WOOD BEARIN WALL W/ SYP No 2 STUDS PLANS FOR SPACING. SIN BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE O + 0'-0" - OF SLAB TOP � � n EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=l'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE SCALE: 3/4"=l'-0" (NO UPLIFT) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591- www.abdesigngroull.com AA #: 0003325 1a jti9 a I .1 a rcry us 70MIV 8c LA:)T. UREEKSIDE PHASE 2 LOT #25 ._. PROJECT# 04321.200 025R1 :AODET • 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: i DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA MAR 19 2021 19 Pr �AEL C. ANDERMN PRINT DATE: 03 17 21 1 SCAT : 1/4"=1'-0" 1 SHEET � S1.IA 2194 HWY A1A, SUITE 301 ri INDIAN HARBOUR BEACH, K FLORIDA 32937 PH: 3217802-3591 www.abdesigngroup.com AA #: 0003325 �N u a S SX BDIV. ac LOT-7 CREEKSIDE PHASE 2 LOT #25 FROJECT# 04321.200 025R1 MODEL: 4EAB " 1672- ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN h 160 MPH EXP. Cam' ARCHfTECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERFO mummm PRINT 2117 DATE: 03 / / SCALE: 1/4"= V — 0" SHEET sI TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z d a N r J I Q p _-- CLEAN OUT REQUIRED Q FOR INSPECTION m 00 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK e �- HORIZONTAUVERTICAL REINFORCING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" SCALE: 3/4"=l'-0" I z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS CC ~ 1 mLU 0 J O Z - 8" CMU WALL _ �- o I f j SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Nz MATCH STEEL REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING - SEE SCHEDULE FOR WxD BAR SIZE TOP OF BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG #5 BARS CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES • MASONRY SYMBOLS SCALE:3/4"=1'-0" Reviewed for Code Compliance al Universal Engineering Sciences 2194 HWY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com � AA #: 0003325 J SUBMV. & LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDER. ON AR NO 17305 DATE 03/17/21 SCALE: 1 /4"=1' - 0" SHEET Ste2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hill 0A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL'FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE, SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE HEADER SCHEDULE MARK S ZE 8r REMARK ES RIPTION (D ( )'2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP'OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH/T.O.S =TOP OK SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT , MARK DESCRIPTION (psi) SIZE ZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8z8 — (1)#5 — N/A — GRO TED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ; -----------�r..�..-----------�----------------------8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1 T/OM/OB r211 o♦ m2 o 2. 1� ♦ - e Jib ♦o N ,° I ILL 0 ILL ♦ 00 GT 8F16-1T/0M/0B — ----- — ♦ J/ I ♦ I I 1 % ♦♦ ° 1` ♦♦ 401141 ♦♦ f ♦♦ ## 1 ♦o 1 i° I Y � � 1 1 I 1 It 1 1 1 Reviewed for Code o ' Compliance Universal Engineering l 1 1 Sciences l0 1 1 Ir I 1 ILL 1 1 1 1 1 1 I 1 UNO, PROVIDE BB1 WHERE 1 1 ROOF TRUSSES BEAR, TOP I 1 1 OF WALL EL. 8'-8", UNO. 1 1 I I 1 1 I 1 1 I 1 1 1 1 � I 01 1 0 ♦♦ „ 1 ,4* 1 ,I 8RF6- I I 1 1 T/50 4/OB '*#� 1rT, i i 1 8F16-1T/0M/0B 8F8- I 8F28-1T/0M-1B 1T1;0Mi0B L----------------------------J ------ ----- 2194 H WY A1A, SUITE 301 INDIAN HARBOUR $EACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroLip.com AA #: 0003325 SXMDIV. & LOT 1 CREEKSIDE PHASE 2 LOT #25 PROJECT 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLNIN AND NOTES 160 MPH EXP I T• =:T202I STATE RIDA 1;I MAR MICHAEL C. ANDERSON AR', NO 17305 PRINT 03 17 21 DATE: LIFT BEAMPLAN SCALE:: SCALE: 1/4" = 1'-0" SKEET dy ai #5 CORNER BAR W/ 30" LAP FOR COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK— I 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0 DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN N 0 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. .E REINF. BAR(S), ROUTS BENEATH 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"-1'-O" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING.. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. ENO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONT NUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT HEN THE LAST OCOURSES ARE O 5. HODULD THE DOUBLE BOND I BOND BEAM CO NCIDE WITH A LINTEL THE BOTTOM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUO S THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN16" DEEP. 8xl6 DBL. BON' BEAM W/ (1) #5 EACH COURSE 8BOND 5 BAR W ( F F = FILLED W/ GROUT BOND BEAM (\A� U =UNFILLED GROUT SOLID FROM S1\Q NOMINAL LINTEL TO TOP OF BOND BEAM COURSE WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. TYP.8"x8" �1#5 BOND BEAM 1#5 TYP. 8"xl6" BOND BEAM 1 6-1 T/1 M/OB 8x8PRE-CAST CONCRETE 5�\QUO NOMINAL—� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF p MASONRY Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT , BOND BEAMCOU110E OPENING - 2" OR ^ BEAM DESIGNATION THAT XFXX - 1 T/l M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE L SCALE: 3/4"=l'-0" - AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM. PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT - AND XUXX - 1T/1 M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL '.. PRECASTHEADER(MIN) ---- 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST — 114" F OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE .300 SILL Z MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" r M t EMBEDMENT TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER — BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL _�- Ie� SCALE:1 'I STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK. EA. END Reviewed for Code EMBEDMENT Compliance 7/16" OSB SHEATHING UniveS�lBCeseenog CMU WALL 5 ARCHWAY FRAMING DETAIL 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937. PH: 321-802-3591 www.abdesigngro4p.com AA #: 0003325 111111 a 5 anon OEM SL p-MN7 ctt LOT: CREEKSIDE P SE LOT # 2 5 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING' RIGHT PAGE:`n DETAILS j i KS�Cr 1011 EXP. C Y,. ARCHrrECT_ STATE OF FLORIDA MAR' 19' 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT DATE: 03 17 21 SCALE: 1 /4"=1' = 0 SHEET F �i Ytl. O 0 " "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSFF SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD TYPE GTH LEN 8U8 818-08 8/16-1T/013 /20-1T/OB /24-1T/0B /28-1T/0B /32-1T/0B TYPE LENGTH 8/8 PLAIN 8/8 SOLID 8/8-1B 8/16-1T/1B 120-1T/1B /24-1T/1B /28-1T/1B /32-1T/1B 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 1625 5743 7547 6752 6541 7565 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 51-4" PRECAST 411 411 1319 4460 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 1139 3227 4598 7054 10000 8825 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7 -6" PRECAST 303 534 938 2498 3408 4864 7067 6472 9'4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 639 1674 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12 0" PRECAST 111 370 507 1210 1596 2048 2586 3171 1IT-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R. NR NR NR NR R NR NR NR NR 14'-8" PRESTRESSED N.R. 283 1 1NR 2NR 2NR 151-4" PRESTRESSED N.R. NR NR NR NR NR NR 15,-411 PRESTRESSED N.R. 252 412 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 300 856 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 235 736 959 1200 1467 1716 21 -4„ PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 180 598 833 1038 1168 1468 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 129 450 654 824 1014 1147 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1363 3060 3815 4570 1 5325 6079 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 909 1 1499 1971 1 2443 2915 3387 929 2080 2593 3107 3620 4133 6'-6" PRECAST 835 1201 1578 1955 2332 2709 835 1868 2329 2790 3251 3712 7'-6" PRECAST 716 900 1181 1462 1743 2025 727 1624 2025 2426 2827 3228 11 9'-4" PRECAST 454 586 767 948 1129 1310 572 1318 1643 1969 2164 2519 _ 10'-6" PRECAST 356 468 612 755 899 1042 504 1180 1472 1763 1710 1989 11'-4" PRECAST 430 406 530 653 777 872 466 1042 1372 1643 1470 1710 12'-0" PRECAST 383 366 476 587 698 783 440 940 1300 1560 1314 1476 13' 4" PRECAST 308 303 393 484 575 645 396 780 1057 1312 1071 1203 14'-0" PRECAST 279 278 1 360 443 526 609 378 717 961 1192 975 1133 14'-8" PRESTRESSED 239 422 506 626 746 865 246 663 980 1237 1474 1715 15'-4" PRESTRESSED 224 387 464 574 684 793 230 616 908 1134 1353 1572 171-4" PRESTRESSED 187 326 365 451 587 680 192 506 720 501 1135 1 1312 19'-4" PRESTRESSED 162 266 348 430 513 595 166 429 623 803 950 1098 21'-4" PRESTRESSED 142 219 308 381 454 527 142 1 373 537 690 816 943 22'-0" PRESTRESSED 137 226 290 359 428 497 137 358 513 659 779 900 24'-0" PRESTRESSED 124 174 245 302 360 418 124 319 455 581 68-1 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewedfor God' Gomplianc' Universal En9ineenn9 seances 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT# 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH E . C mm ARCHrrECT STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 rrcaar . DATE: 03 17 21 I SCALE: 1/4"=1'-0" 1 SHEET tS2e2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED: 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON'CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 0 x 2 7/8' LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14 BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN GI DER�TRUSS W 2X6 BOTTOM CHORD TRUSSES W/2X4 BOTTOM CHORD THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE 2 4 SCAB NAILED TO p/I DIAGONAL M ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS T USS BOTTOM I/J�(I BRACING END JACK:ff ILAVI WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND c OR W/MIN (4) 10d ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE WHERE APPLICABLE N ILS OR EACH CHORD BRACING THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ END i A - aC2LE: PLT2 TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND IATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FOR EACH CHUHU CONNECTION DISSIMILAR B0`1I'TOM CHORD BRACING 0 MID RUN ( i rI I ecxe: WfAN CONNFCTORSC EDULE ( UNI 1.1 DATE m/$1/2Dz0 " MIIeR LISP SIMPSON MiTPN LISP SIMPSON DES. UPLIFTGRAVITY DES. UPLIFTGRPVNY A FASTENER I' N iP 161fl 162,META-16 145.M 18f10IRA x 11/2°1-PLY 17l Ind ?-PLY, FM3EDL' (B)im X 11/2 ]PLY OF IRS 2PLY fMBkD4 I (21 YEA 1610 loll (21,METAO6 198E (22)IN I 11/2'•1-0LY FMBF04 (10)TOtl K 11/2'1PLY EMBEJ4' ETA 16 LBJO FEES 11 All UO) 1.. 1 Uzt(I PAT PR'F.I'D, (1)111 1 1 1/1'']PLr IB) FAR 2 PC, EMBEDa NEA 20 1670 1El IR -I810 Ill,ING x11/2',(E)III 2RLY, fMBED4" (9)JOEx11/2" 1'PLY,(91 lm 2 PLY,, EMSEDW (1)HW IG Ff30 (21 HETA-20 203E (12)tOd vl 1/2', 1-P L'I,fMBED4" (]E)10d x 11/2'• I PLY, REPAIR.' 25M (10116d 2 PLY EMBER 4 Fl2FAA 2-PLY, EMiBED4" Z LUGi2 ]fi55 i LOT 1885 Bl%IS)fl/1"e 3'WPtl8R9 X Anchors, WW0(16)lm (7)-I/4 x2]/4 TITEN, W(JW (ifi)]fid C] LUGTd 9380 W13dP52.S 3480 111110(4)A/8 x5' Wed Re 3011A^Cho1A WOOD (12) W525 (]z)SD5FEVRE'TO ORDER, (4)3/B" xS THEN HDTO WALE BETIDE 2430 ORFA420 2480 1IS) -INx1112, 3 PLY ALTERNATE USE OF R) HTAI20 ACCEPTABLE Ia) INK 11/21 PLY ALTERNATE USE OF12) HFTA 20ACCEPEARIF MJGT35+ 3945 AT. 3B65 IJjS/0'AR: IN HIGH STRENGTH EPDXY IMIN, 12' EMBfD),(2211m IOWOODI ill 5/B°PiR. IN HIGH SFRENGTH EPDXY (MIN, TO EMBED),(721BED ID WORD H JGT2+ 957S XGT-24 1490 • WOOD tl8) 1OR, MASONBY(21WN' A.T.R. (213/4°A.T.R.IN.HIGH STRENGTH EPDXYIMIN. 12' EMBED).(161 HERTO WOU HVGT3+ SEEN HGT-3+. 10690 WOOD E B I I Ed, MASO N BY(213%4 ". AT 1 1213/4"A.T.R.1%HIGH S(IiENGTH EPDXY (MIN 12" EMBED), 1611 M IN WW LPTA 1510 PARALLEITU WALI 1490 PERPEND I CUARRI LTP2 1210 PARALLF LTO WALL 1219 PE RPfNDImEARTN WALL UB)IDax 11/z' 60p0tl x1-z/z" MUGT15 3945. VGT AS. IN51WAI IT IN HIGH STRENGTH EPDXY(MIN_FREEMBED),(4)ILL TOP/(G) 10d FACEj(12f 10tl NAC%OF iPU55 IN STRENGTH EPDXY MIN 12"[MtlEO 16 S IS)5/0 Pi. R:I ( 1.( ) 514"r3" /. HUI•II EVIL (2f VGT I. (2)SIDIATR.IN HIGH STRENGTH EPDXY (MIN. 11' EMBEDI,(8) lm (2)5/8 ATR. IN HIGH STRENGTH EPO%VIMIN I$"fM9f0), (321551/4"x>'. 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TO lOussgel lOaxll/2"IOPUTf OAT10,Avn" - MLIGl15 A EEL - utO UOD I TRU55 O WSl \NOOD SL:REWSTOPOSTW e8"TXRFP D-51>S xl1 $"W IHREADFO 16 s0s1 a"x3"TO w000, 11 / / / ( / OD I VU 5/W R/2 ASH PLY MUGTJU W.4 4175 VGT&HD8 49. 120)1.1.1'ROSS.(S0WAR WOOD SCREWS TOWHT W/5/8'THREADED BUD (IE) PUS 1/4"13"TO WOOD,(3)3/4" s TU 130LI S W/ I THYROID ON (2) NU WAShEIL71 253E 6715 ABU 442 J31M ]]50 FIN SIR AI.O.IN HFOR STRFNLiH FP(%Y,IJ'E MINM1I.)INCANG,(12111FT..000 (1)5/3 A T. R. IN HIGH STRENGTH EPDXY, (MN J" EMOER) IN CAN 1 C,(1]Al ID WOOD PAU66 245E 160m ABU BED 11. RANI. (115FJA➢R. IN HIGH STRFNGT H EPO%V.f.IN .]" EM BED) IN CONIC., J1211U 1O.01 (1)5/8"A:T.R. I N H IGH STRENGTH EPDXY, (MIN J"FEARED .)INC NO., 112)164 TO WOOD L1119 µ+ 1S LU39ITT 1310 (2)3/4"AT1. 0 IN HIH STRFNGT H EPLAY, (MIN 7- EMBED) IN CONY, B)1m TO WOOD (1)3/4"A.T.R IN HIGH 5 TRENGTH EPDXY, (MIN.]°f ME",1 Ann! C, (8)1m OW000 LTS]03 µ+ JIM LTT20B µ+ 1509 11)3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN .]' EMBED) IN CONC, IIO)1 A x 1N/2 TO WOOD (1)1/2"AIR.FEE HIGH STRENGTH EPDXY,)MIN. ]'.EMREDIIN CO G,(10)1 TO WOOD GO BEHAR 41M h14 4455 (1)5/B'A:I II INHIGP STRENGTH EPO%Y.(MIN. 2'f ING.JINCONC-ElD Cd%)1/)" (3)S/9"A:IN. IN HIGH STRENGTH EPDXY )MIN.]°EMBPO)IN CON ,(2611W IX]1/YY' $ HTT45 ST. NTR so. IF) 51W AT. R. IN HIGH 5TRENGTH EPDXY (MIN. T' EMBED) NCONC,G&)]m x21/2' ill Bol'AT.R. IN HIGH STRENGTH EPDXY (MIN AEMRFDJINCUP .FREIIRS %2]/Y' Q UIH Or1+ ifi H"1%1111.1 2S+ I]Rt9 p l'F.T•R. IN IT STREN6THfP0%Y,IMIN.10"EMBfD)IN CONY., (26)W53 \NOODSCRFWS Ill 1"AT.ft: IN HIGH STRENGTH EPDXY, RAN. 10" EMBED.) IN NC,(24150�%°N25"N'CCUSCAENS RFDSA TDSB S25 ]8]fl HD]a 66as (1f5/fl"A.9.IN HIGI(STRENGTH fPO%V,IMIN]"EMBED INCNY C.(14)W9 W000 SCREWS (MIN]MBED] N CONC(31 Ill//P"A.9.IP HE, H STRENGTH EPDXY, (MIN. T' EMBFO_)INC -, (3f 3/4"iTUO ROUY EGA: (])1/RA.B. IN HIGH STRENGTH EPDXY, EA' STUD BOlI5iOW000 NFM35 %12V 2500 7130 TI56/11]$ MS. 3415 5330 (11 t13"I'BOLT IN MIN 6" EMBED &NOT LESS THAN 4"FROM FOGS OFCONCW/3/4"CIA EW RPMSEI/REDHGD.1113/4'A.T DV NA BOLT SLEEVE A NCHOR OR TO W/MIN 5'E M B ED INSTALLED IN FACE. 14GId AT JOIST .R IN F IGH STRMGI' H F PLAY, (MIN. 6.J5"EMU EC MEN E POPPY, (MIN 6.20"EMBEDMENT) I N C.M. V. FACE, JIB) 10d TO BE IINC M. U.IlOFF 1113/4' A IR IN NIGH SIRENS IH NUS4121F 361E 271E11mt5) xu9rntr IWWD1 343E 2fi3s 11MiFl (lE)1AA'I O HEA (10) TOW"`OD (III) IRS TO HFPDER. (1016tl TO WOOD (1211) 3323ESR 32245005X. N IV LD Z HIMUDE (NU ( ) FARE (CMU)0 1ACT Rf W Al' �•SP (J'W531i5CREW5, (]OI]m TO (]R V x3.03/1R""TAPPER+:I]OI]IXI iO WOOD (]8)1/4x2d/4..TNEN (9 PER FLANLiF)If]INU, (10)]m TO WO xD21621F(CMU) 1950 308D PECS112 (CN UI. 1800 4500 (I8)iA'e3W931SCRFWS,(30)3W i0 Wes® USP (20 ll/ "TPPPE R+, (1 I) 1m T.WCOD (1611/4"X2-3/4 ilifN (YYfRFLPNGE)iDCMU,p0 10tl TOW D x 021 O-31F(CMl)) 1]95 501E HU12113 (EXID) 1000 4500.. I1H114 ,a W595CRFW5,Flr)1m TO IM111 ill, (20)3/lA TAPPER+, (10/1m TOWOOD 18)1/4x 2A/4 TITEN (9 PER FL4NGE)iOCMly lI0110dTOWW LGUM26-2 2125 6L61 ISOMERS5D 1430 5595 (4)419'%4"Welge BOlb AnlhOrq W000(4).WCODSCREWS (4)318.i4TITEN HDANCHORS(2 PER FIAN6EITO GMU,(TVA 2-1/$505s IiEWSTO WI]OD ULU 1A i � U 0 O O CO o CE N O (aj C7 Z Q U ZQ O m orr O 2X4 BLOCKING BETWEEN TRUSS S 24" O.C. TOE NAILED TO ADJACENT TRUSSES / (2) 16d COMMON TO NAILS & SECURE TO BM. W/ SIMP ON LTA2 USED TO y✓� �j 5j BRACE TOP OF WALL. v u Z� II 3 CJ1 CJ1EJ7h IIw k I II 1 II e CJ3 = I nW a 11 uLL' n n n n n n n n 11 11 SI T) CJ3 - 1 1 C I 11 ATTACH 4,-0" LONG 2x SCAB TO 11 11 11 11 CJ5 = u n 3A n 11 TRUSS W/ 1 Od NAILS @ 6" O.C. u u u n = �� CJ5 F (4j1 FROM A. END) I GT g10G ==:b=_____ 6 A = A y�A X\Q I� _ ___ ___ _____ A = : _A2 PR -FABRICATED ROOF TR SES @ 24" O.C. MAX. =7 1. L A1A \ I/ ___ _ - =szF11L- <IF JL , 1 I ATTIC I ACCES_ S _ A3' A4 - - - - - - - - - - - - - - - - - - - - A5 V4 A9 1 A' 3.1 ASG CJ5 - n n Is- v > 1 A O II II WTI" �- - - --- - - - I II 3.1 _7-7 _I 7 m CJ3 = II u u I o j 3.1 CJ1 II II �d o J7A n U U W 7 0 8 0 rr 3.1 S 3.1 B FRAMING PLAN SCALE: 1/4" =1'-0" 1A Reviewed for Code Compliance 93 UnlvePsal Engineenng Sciences 1 2194 HWY AJ.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359� www.abdesigngroup rom 4 AA #: 000332E 0 Fill So Is \j\ A, ( 6, :E = 1 SLTBDIV. 8e LOT: E CREEKSIDE El PHASE `2 LO T # 215 PROJECT# 04321.200 025R1 MODEL• 4EAB "1672-ARIA" GARAGE SWING RIGHT f PAGE: FRAMING PLAN t- Ir,A 11 160 MPH EXP d ARCHrrECT: STATE OF FLORIDA MAR 19 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE- 03 17 21 SCALE: 1/49f=1'-011 SHEETT\T Imo._/ 3 C, A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING, (9) 10d x 1 2" NAILS TO TRUSS ROOFPLYWOOD WALUFLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHHEATEAT SHEATHING (12) 16d x 1 2" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x (16) 10d x 3 �' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' WITH (12) 16d x 3 2" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. T 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENT 2x SECURED W/(3) 16d GALV. COMMON NAILS. — ENGINEERED WOOD 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:, 810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS,, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 00, TYPICAL TRUSS/ 1a 1b 1C GIRDER CONNECTOR(S) SGALE:3/4"=''.°" NOTCH DEPTH 1/4*Dll HOLE EDGE >5/8" HOLE DIAMETER a 2/5*D SGL. STUD OUTER 1/30F - SPAN ONLY HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE <3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS SEE 4 ENGINEERED WOO TRIVSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT HOP "ROOF/WALUFLOOR DRAWINGS FOR R VIE SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA 6 TRUSS ANCHOR ITH NOTE. A PT SYP #2 2" x 4", (9) 10d x 1 2" NAILS O 6", 8" x 4' 0", MAY BE ADDED GIRDER. PROVIDE ' W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRE E O/C TO FACILITATE ONE EMBEDMENT. USE IN ADDITIONAL PLY MAX. TO CONJUNCTION WI H ACCOMMODATE GIRDER ED HEAVY UPLIFT TIEDOWN REQUIREMENTS., CONNECTOR *` O A- t SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN 'I WITH (4) x 5" TITEN HD TO CMU AND (12) SIDS S. 4"x22"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2" x 5" TITEN HD TO CMU AND (18) SIDS 4" x 1 x2, 2x WOOD FAS IA 3" TO GIRDER SEE ARCHITECTU AL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)' 16d (2) 2" z 5"TITEN HD TO CMU AND (18) SDS 4' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON INILS BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) iA B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2aI 2b 2c GIRDER CONNECTORS) scALE:3/a"=1'o" 6-0" MAX (W/1 X4) 1 10--0" MAX (W/2X4) # 1100 UPLIFT SI PSON HTSM20 W/1010 TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/ 0 10d TO TRUSS AND (4) 1 4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT'POURED LINTEL --- TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR :3) SCALE 3/4"=1'-0" (2) 2X4 No-2 SYP DIAL. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, 1x4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER - MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSE 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITIO , IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP: G BTM. CHORD BRACING 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.G. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA- ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.G. MAX CONT.2x4 SECURED W/ I (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. Reviewed' an ode pomp lneenng UniverSGences 7 BLOCK WALL W1 GABLE END PRE-ENG'D TRUSS scALE:3/4"=,'-°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'_®'' 1194 HWY A1A, SUITE 301 NDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abipsigngroup. m AA `' 0003325 ' DEW 1 SU V, s a" °.r n y CREEKSIDE PHASE :2 LOT # 2'5 PROJECT* 04321.200 025R1 MODELS 4EAB "1672-AR''IA' .AOR—A. E SWING RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHM=Z37: STATE OF FLORI )A 1 9 �._ C 21w �4Per°r a DERSON AR NO 17305 [SRINT 03 17 21 ATE: SCALE:1/4 l'-0" SHEET S3.IA a PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W,i 12d's 8" O.C. MAX U 0 CONC.POURED LINTEL COURSE PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W.-TRUSS PLAN -'� CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W1 PRE-ENG GABLE TRUSS @a CMU WALL SCALE: 3/4"=1'-U Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT* 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXR C ARCHITECT. STATE OF FLORIDA MAR 192021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/17/21 SCALE: 1/4"=1'-0" SHEET S3e119 r vH 711111111111111111 (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER @ 24" O.C. BRACE W/ (3) 12d @ EA. SECURED W/ SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0"TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2)"X"BRACEDIVIDEDEQUALLY STIFFBACKATALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH' (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. = CONNECTION PER 1x2,2xWOO D FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT.2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ e EACH TRUSS MASONRY BOND BEAM SEE SCHEDULE ,�BLE `END PRE-ENG'D T��UjrCrTInrj� 1 Scao• e SIDE VIEW VTCR SPACING (1) AT EA( ...- ,,, -1. 1. PRE-ENGINEEF,�� 2 VALLEY TRUSS CONNECTION R('.Al P N_T_S_ Reviewed for Code Compliance Universal Engineering 1B Sciences LINDIAN 4 H WY A1A, SUITE 301 HARBOUR BEpriH,FLORIDA 32937'IPH: 321-802-3591w.abdesigngroup com AA #: 0003325' t CREEKSIDE PHASE' 2 LOT #5 PROJECT* 04321.200 025R1 MODEL.• 4EAB "1672-ARIA„ •ARAGE SWING•: RIGHT PAGE: m DETAIL' L160 MPH EXP, C ARCHfTECT: STATE OF FLORIDA MAR 19 2021 [MICHAEL C. ANDERSON AR NO 17305 PRINT 03 17 21 DATE: SCALE: 1/4"=1'-0" SHEET S 3 e 1_ '411,�,, GABLEEND a1 HIP ROOF X�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70A0 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END(. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL. CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE $HALL BE 3/4". STRUCTURAL DRAWINGS.. SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER " ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN NON -BEARING WC ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BI TUTLDING ALCONCREREQUIREMENTS ACI STRUCTURAL FOR STRUCTURALCONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND CRIPPLERS,SILLS C LD FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. - ELASTICITY - 1,40 PRESSURE TREAT A L DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED CORROBORATE T S `ALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT I FORM -WORK, SHORING, AND. BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, (WIALLS, REASON SHALL BI WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI347 LATEST W/ DOT SHALL BE EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING( TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TORE SYRUCTURAL.DEPENDING PROVIDE SOLID BI . THE STRUCTURE IS DESIGNED TO BE SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND I'. UNTREATED WOOl SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS I WELDED WIRE MESH: AT BEARING LOCA DURING ERECTION. THIS .WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, I,. TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM At 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL W WOOD TRU.q. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE. SUPPORTED WITH 2" CHAIRS SPACED 3'-O"OC, EACH WAY. TO REDESIGNED j REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LI SEALED BY A PRO DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS; REBAR SHALL BE ASTM A615 CONNECTORPLAI GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REC DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL DESIGN, FABRICA'. ROOF: LIVE LOAD FLOOR: LIVE LOAD psl AND VERTICAL BARS SHALL LAP 6 x.BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ' STANDARDS FOR COMMENTARY ANI I 20 psf TOP CHORD -non-concurrent REVIEW. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES.TYP. 1 0 psf BTM CHORD -non-concurrent - #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER. BARS; BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM! REBAR, SEE DETAILS TRUSS MANUFACI DEAD LOAD DEAD LOAD > FOR ADDITIONAL INFORMATION. LOCATIONS WITH 15 pef TOP CHORD " 20 psf TOP CHORD - INTERSECTIONS C (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE 10 psf BTM CHORD 5 psf BTM CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAI DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHE " BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDER. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF &: FLOOR LA (ASCE 7-16 {FBC R2020) EXPOSURE C, RISK CATEGORY II) 020) SUSECONDC,RISK CA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED I I LAYOUT. SPANS & STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATIO OF EMBEDDED ITEMS .AFFECT THE STRU AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENG VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE. ENGINEE 40psf MASONRY: PLAN SHOWING C( .MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENT OF THE LICENSED PROFE: SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS F�R MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE S OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY THE MASONRY SJOINT COMMITTEE. CONSTRUCTION SITANDARDS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED ED BY THE D ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TO STI ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI.: BLOCK SHALL BE PLACED USING OF THE DELEGATE ROOF/ WALL/ FLOOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WI OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE.. PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY. CELLS SHALL COMPLY WITH ALL TRUSS TO TRI SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE: SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8., FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT: FOUNDATION/ SITE PREPARATION: NAIL REQUIREMENTS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL B SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 17Q000' RING F1667 SCREW SHANK (16-20 RINGS RSRS-01 PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS I I I I RSRS-01 E FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE 2psf; FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE: OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE ! GEC -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO..(48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE AND A S DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE x E FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE 2psf; FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE: OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE ! GEC -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO..(48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE AND A S DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE x EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: USE 1/2" CDX OR 7/16 O S B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH ENGINEER. 4 O C AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & O.C. RAFTER OR TRUSS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE BOTTOM PANEL. AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING CONCRETE: SPECIFICATIONS FOR THE DE TI N DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, INTERMEDIATE SUPPORTS R 7 1 ZIP SU O S O / fi Z SHEATHING SYSTEM CO CR� ETE SHALL ACHIEVE MINI MUM 28 DAY COMPRESSIVE STREN TH A G S S FOLLOWS: 9TH EDITION, BY THE A O E MERICAN INSTITUTEOF STEEL N CONSTRUCTION. STRUCTURAL U S EEL SHALL BE ASTM INSTALLED PER MAN F. P U SECS. SEE DETAIL. 1- A36/A M F 36 36 ksi FOR ANGLES, P AND W HAP G S, PLATES, S ES. STRUCTURAL TUBING S Y U TUBING SHALL BE ASTM S - I_ � 2500 PSI REGULAR WEIGHTFOR FOOTINGS AND SLAB -ON -GRADE GRADE B, Fy L 46 ksi. STRUCTURAL PIPE SHALL BE ASTM 3M, GRAD A50si. B, TYPE E OR S, Fy = -"- - "--- , 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB TUBE 35 ksi. TUBEAND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. SHOP. ' ROOF SHEATHING ATTACHEMENT SPACING 0 = z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307BOLTS WITH DOUBLE -NU OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURN LEVELING. ALL D ELEMENT. BOLTS O CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD - I - SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD _ _ � m CON CRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, qLL ANCHOR BOLTS SHALL BE GALVANIZED - NIZED STEEL.J BOLTS ARE TO BE STEEL. ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4"O.C. IN FIELD ETCl. CONCRETE TICKETS SHALL BE TIME -STAMPED CONCRETE IS BATCHED. THE. MAXIMUM TIME ALLOWED FROM WHEN 'Nit NWATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON BUILDING LENGTH THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE. AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-1J2"FOR #SAND SMALLER 16"O C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2" FOR #6 AND LARGER BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 3/4" FOR SLABS, WALLS AND JOISTS BLOCKING PER NAILING SCHEDUL Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q 7 J_ Q Z Lu zo LIJ � V Q U O z z CO Z D) Lu E1 1-1, FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF IEATHING a, S Lu V cc0 #8 2" DECK SCREWS @ 6" 8" O.C. MAX Co) LU 7) EDGES & 12" O.C. MAX IN FIELD. UNTHREADED U @J SHANK TO EXTEND BEYOND THICKNESS OF 00 SUB -FLOOR SHEATHING N � - v m TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT: SHEATHING ATTACHMENT ! FASTENER SCHED U LE A R C H 1 T E C T S Design Group «� April 21, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-2172 RE: Permit # D.R. Horton Homes Creekside Lot 25 Response Letter For the above listed project, the plans indicate 7/16" roof sheathing on sheet SNI. This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and the correct reference for wind pressures is ASCE 7-16 reference. Reviewed for Code compince Universal En ine gineenng by Sciences Should you have any questions, please feel free to contact me. Sincerer, ',Aihael C. Ander 21-" Fibs $d civfcrw� #A7Z17305 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 www.abdesigngroup.com e 1- I {'t. Viewed for Code Compliance eenn9 UpiverSciences WINDOW AND DOOR BUCK FASTENERE FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS _ 1x2 PT FURRING T. MASONRY iC N COW. CASE HARDENED NAIL L/2 " LONG. 8" O/C GARAGE DOOR BUCK - --- 1/4"DIA. TAPCON MASONRY 1 1/2' EMBED., 4" END DIST, TO MASONRY/GONG. NO WASHER FASTENER 8" O/C 1 1/2" EDGE DIST. SOD. AL. EXT. DOORS CASE HARDENED COIL ' 9" O/C WINDOW%DOOR. FASTENED GARAGE DOOR BUCK 3/8"DIAOR . ( ) q' 16" O/C 3/8" DIA 1x PT, SEE NOTE 6 NAIL I/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRY/CONC. 1/2" DIA. EXPANSION BOLT EMBED., VEND DIST, 24' O,C (i;2". DIA( 3" EDGE DIST. w/ WASHER_ WINDOW BUCK CASE HARDENED COIL 1 9"O!C WINDOW,DOOR/FASTENED IdETAL STRAP TO /� �+ _ /� THIS ENGINEER CONTACT THIS(�ENGINEER FOR SPACING: 1x PT, SEE NOTE 6. MAIL11/2'LONG. STAGGERED INTO MASONRY/CON(:. MASONRY/CONQ NON -BEARING WOOD pEla(UIREMENTO. EXT. SWING DOOR BUCK 2x PT, SEE NOTE 121 3/16"DIA. NOiWASHER "TAPCON" FASTNER 18' O/C 1 1/2' EMBED, 8" END. DIST., 1/2"" EXPANSION 4' EMBED. 4" END - -- 1 V2" EDGE DIST. WALL TO CONC. SLAB Wi WASHER BOLT 24' O/C DIST, 3" EDGE DIST: 2x PT WINDOW BUCK - - n 13A.rPAF x 21/8' 9"DiC PT TO STEEL COL,SEF 4" END. DIST., 1 112" W/ WASHER STAGGERED NOTE6 EDGE DIST NOTES - 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING.SUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED - 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER ASSPE IFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE!STRICTER REQUIREMENT F THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME. EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1xMEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONSOR PAF TO TIE SUBSTRATE. I r svHDIV 8e LOT: CREEKSIDE PHASE 2 LOT #25 PROJECT* 04321.200 025R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING - RIGHT PAGE: DETAILS 160 MPIJ;. C ARCHrFECT: STATE OF FLCRIDA - i MAR 19 2021 MICHAEL C. ANDERSON AIR NO 17305 PRINT DATE / / 03 17 21 SCALE:1/4"=1'-0' F SIAEET S N I