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Home My WebLink AboutBuilding Plans� 1➢ 1430 (DULVER C)RIVE NE, PALM BAY, FL- 32907 7el= (321) 733-7092 Fax.- (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: -FyWMDA7�,BURDING�/� CODE, ]RESIDEN IAL, LAV. LAVATORY f iH ED/i�I ON (20�201)�t ABV A/C ABOVE AIR CONDITIONING LUM. LUMINOUS �} - IACAL AND CODED ADI. ADJUSTABLE- M.C. MEDICINE. CABINET a71AlL• ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE, MIN. MINTMUM DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 BD BOARD MT METAL TITRESIIOLD - CONSTRUCTION TYPE - VB CL CENTER LINE, MID. MOUNTED 1430 CULVER DRIVE NE -MIN. INTERIOR FINISH - CLASS B CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE PALM BAY, FL 32907 -BASIC WIND SPEED - Vult=160 MPH CLR CONC. CLEAR CONCRETE O.C. PT, ON CENTER PROPERTY LINE Vasd=124 MPH TEL: (321) 733-7092 -EXPOSURE - C CPT. .T. CARPET CPRAMIC TILE P.B. PH PUSH BUTTON PHONE FAX: (321) 733-7972 -1-STORY RESIDENCE -2-STORY RESIDENCE - - MAX. HEIGHT AS PER LOCAL D. DBL. DRYER DOUBLE PLT PLYWD PLATE PLYWOOD AND STATE CODES D.G. DUAL GLA7F.D PR. PAIR DIA- DIAMETER Y.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DR DEEP R.A.G. RETURN AIR GRIT:[. 0 SQ•FT• �A/�1, CALL' S DR. DOOR REF. RM. REFRIGERATOR ROOM STATE OF FLORIDA D.S. DOAT'NSPOUT DTL. DETAIL. R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.w. DISHWASHER S.C. SOLID CORE EXT DR FA. EACH S.D. SMOKE DETECTOR MICHAEL C. ANDERSON LIVING 1612 SQ. FT. ELEV. EQ1 ELEVATION EQIJAL S.H. SUL SINGLE HUNG SHEET GARAGE 432 SQ. FT. AR N 17305 ENTRY 38 SQ. FT. EXH. EXT EXHAUST FXT'FRIOR SHTHG. SHWR SHEATHING SHOWER o . LANAI 96 SQ. FT. F G.'FX . FIXED GLASS S1M. SIMFLAR P.G. FUEL GAS SL. SLIDING A.B. DESIGN GROUP, LLC TOTAL 2238 SQ. FT. FIN. FLR. FINTSH FLOOR ST. GL.. STD. SLIDING GLASS STANDARD 2194 HWY AlA, SUITE 301 FLUOR, FLUORESCENT SWS SHEARWALL INDIAN HARBOUR BEACH, FL 32937 A/C VOLUME 14381.E CU. FT. ER. DR. FTG. FRENCH DOOR FOOTING TEMP. SECTION TEMPERED GLASS Tel: (321) 802-3591 GA. GAR. UISP. GAUGE GARBAGE DISPOSAL T T.O..0, C. THICK TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRIJPTFR T.O.S. TOP OF STAB GL. GLASS TYP. TYPICAL ti GYP. BD- GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE, BIB OTHERWISE DRAWING / CONTRACT DOCUMENT H.C. IIDR HOLLOW CORE HEADER V.P. W. VAPOR PROOF WASHER REVIEW BY BUILDER HGT.OR HT INSUL. HEIGHT INSULITTON W/ WD. WITH WOOD THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR WDW. WTI WINDOW WATER HEATER INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON 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 TIMEL`I MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. REVISIONS DATE DESCRIPTION 01/08/18 51D SET ISSUED 01/15/18 2011 FBC UPDATE 01/213/18 SID SET RE -ISSUED _ — 04/I5/18 FOOTING REVISION PER M. 50LUES 02/22/19 PLAN MAINTENANCE 03/28A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/19 REVISED HVAC VOLUMES ON SQFT CALL SCHEDULE 06/21/10 ADDED LED LIGHTS a KITCHEN 4 BATHROOMS PER MARK BOWES 01/01/20 REPLACE LISP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN Reviewed for Code PG A2D—ELEVATION "D" Compliance Hni"e`saEngineering PG Et —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl —DETAILS DESCRIPTION e 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. ae LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA'^ GARAGE SWING: LEFT ' PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLOHDA FEB 262021 ricaar i DATE: 02 /21 1 sCALE: 1/4"=1'-01 1 SHEET CI GENERAL NOTES S _E WORK 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). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS; SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 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 BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES; PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE " 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 ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 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''/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION TEN INSTRUCTIONSH L E BTAINED BEF R PR K. OF THE ARCHITECT IN WRITING AND WRIT SHALL L B 0 BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE' FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 REQUIRED CODES. 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 CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY': WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 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 PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BEEQUIPPED WITH E APPLICATION OF THE TERMITE PROTECTIVE I TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTIING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5, WALL. SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3 CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5TIMES THE DESIGN PRESSURE EXTERIOR FINISHE S . 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED; PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS; INCLUDING BUT NOT LIMITED TO: ALL T - S UCGO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING 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 PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONS'TRIJCTION Reviewed compl afor nceode UNDER STAIR PROTECTION: ®universci Engmeenng Sciences 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7 EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2"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 lCONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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) fd pn 3 I x? I ) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR MACH, FLORIDA 32937 I?' PH: 321-802.3591 wym a bdesigngroup.com AA #: 0003325 a� F si I, 3 .� M1M1 � I I 7 I ' f:I IV ki �� m w ca F 80 I'lulay3rv. 8e LOT: CREEKSIDE 'PHASE 2 LOT #117 r PROJECT# 04321.201 117R1 MODEL: r 4EAB "1672-ARIA" GARAGE SWING: I LEFT 6 PAGE: GENERAL NOTES 0 MPH EXP. C ARCHITECT STATE OF FLORIDA, i DATA 02/2,2/21 SCALE: 1/4"=1'-0" SHEET �T `III JL V FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.13J THROUGH F5C R302.5A rFLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FMC R302.10.1 THROUGH FW R302.10.5 n(2) 3052 _SH a Ll 26'-8' -zr SQ.FT. CALC. S LIVING GARAGE ENTR'r LANAI 1672 432 38 96 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14351.6 CU. FT. COMPONENT AND CLADDNO WIND LOADS BASIC WO ERPOM FOR 8 SECOND GIM OPENINGS AND TYPE SQUARE FOOTAGE ZONE 1W MPH WIND NO REMARKS . MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN- CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.2/-31B BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-01, SSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. E(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLENOMINAL WIND LOAD VALUES FROM THE PRODUCTUFACTURER. CONTROL DA1B OVW21 FLOOR PLAN SCALE: 114' = 1'-0' NOTE,' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETUEEN THE GARAGE AND RESIDENCE SHALL BE r=OuiPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR, FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. REFER TO SUCKING DETAILS FOR SUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED 5Y 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 PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENINGS OVERHANG SEPARATION U-VALUI= SHGC I 5'-S' 0'-10, 32 35 2 _ 1'-0' 0'-9. 35 2% 3 1'-0. 0'-9' 35 29 4 9'-0' 0':-9' 35 29 5 ` 13'-0' 1'-4' .63 32 0'-9' 35 29 I'-0' 0'-9' 35 79 71 DE3L. TOP PLATE A BAR ,DETAIL SCALE Reviewed for Code Compliance Universal Engineenng 91 Sciences ARCH DTL. HWY A1A, SUITE 301AN HARBOURBEACH .FLORIDA 3293�H:3 21-802-359 L www.abdesigngroup.com #: 00033 j �.4rx y1 a iUq li If I :1 i. I' t &&4 t � rGr r r Mi SVSDIV. da LOT: CREEKSIDE J PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: �� 4EAB "1672-ARIA" GARAGE SWING: k LEFT PAGE: I FLOOR PLANt: I-, 160 MPH EV. r RCHITECT E OF FLORIDk L 2 6 2021 EL C. ANDERSONR NO 17305 «' PP: 1" 022221 / / DATE SCALE: 1/4"=1'— O" SHEET -' Al «. --_—_ _----_—_ _ FYPON LV12X24 EQ. OR EQUIVALENT 6' RAISED- 15AND CTYPJ BRG. HCsT OPT. COACH — L IC%WT 0 0'-0" FIN. FLR S\I 1m 8'-511 BRG.I-IGT.� _ 2'-4 E Q- ROOF ICI 5 1 U1 FRONT ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH NOTE: LUALL FENESTRATION FLASHING AS PER FBCR 703.4 8'-0" SRG. HGT 0'-0" FIN. FL OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH BRG. HCsT. ----- ---------------------------------------- --E-- 0'-0 FIN. FLR. LEFT ELEVATION SCALE: 114 = 1'-0" TEXTURED FINISH Ij OFF RIDGE VENT OFF RIDGE VENT LuJ � r N 0'-0" FIN. FLR.os _ ----------------- ----- ---------- --- RIGHT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH `r c0 r 5RG. HGT. _ 01, A TTP. 0 -0 FIN. Fl-R. -_o8'-8" BRC=- HC=T- hex\ T7P. --o0'-0" FIN. FLR. LOUVER DETAIL Reviewed for Code Compliance ®.Universal Engineering Sciences MODEL 1672-ARIA AREA OF ATTIC = 2318 SQ. FT. NET FREE VENTILATION AREA REQUIRED 11 300 REQUIRED VENTILATION AREA 2318300 - 7.73 SQ. FT. 7.73 _ 1112.64 SQ. IN. MIN. REQUIRED VENTILATION IN - .4X 1112.64 UPPER PORTION OF ATTIC - 445.056 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA _ 138'SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED 313; TOTAL#OF VENTS PROVIDED _ 4 SOFFITVENTILATION AREA 7 SQ, IN. PER LINEAR FT(net free area) LINEAR FEET OF SOFFIT REQUIREC' 63.58i 2194 H WY A1A, SUITE 30' INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www: abdesigngroup.com ;� AA # 0003325 Alb F; I` � yy' 'wsla I: � I v \ z w x \o i sysDIV. 8e LOB 4, CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING. 31 LEFT PAGE: ELEVATION "ACDGHLM" 160 MPH EXP. C ter. ARCHRECT ST OF FLORIDA FEB 262021 MICHAEL C. ANDERSON AR NO 17305 DATE 02/22/2, SCALE: 1/4"=1'-0" SHEET OWN_111110 i J ELECTRICAL LECxEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET In of CUTLET WIRED TO SWITCH GFI 110V OUTLET EQWPED W/ rAULi RNTERIPTER (TAM (TAMPERER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF GFI OUTLET INTERRJPI RT SWITCH SWITCH 3-WAY OF'ER. Nt4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT <�L LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O vP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN 1 CFM PER SQ. FT. W/LIGHT VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4'E FLUORESCENT U WRAP ® LIGHT AROUNN D AROUND (RECESSED) FLUORESCENT 2 -BULB WRAP ® LIGHT AROUND AROUND (SURFACE MNT-) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL awl METER O rj.D. SMOKE DETECTOR BATT BACK-UP W/ HARDWIRE WALL MOUNTED MATT BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE CARBON MNOXIDEi SMOKE DETECTOR BATT BACK-UP W/ HARDWIRE INTER -CONNECTED ® S/GO SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL `Y PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE DISCONNECT TO BE ELEVATED A/ AIR CONDITIONING TO BE 21®V UN.O. SEE AHU ON DISCONNECT THIS SHEET j� M V I LJ TELEVISION JACK CEILING BOX REQUITED TO BE SUPPORTED N O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR CTION n CEILING BOXREQUIRED RrED INnN to BE SUPPORTED C CEILING PAN/L1614T ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP n n 36' INCANDESCENT n n n n o LIGHT STRIP nnn� 40' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PD. PUSH-BUTTON FOR CHIMES .--��► uSM PORT • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PBGR 1TH EDITION (2020) 4 NEC 21012 21211 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50-I3 FBCR -ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRIPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 'ITH ED (2020) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR -lTH ED (2020). • ALL LAMM SHALL BE SELECTED BY BUILDER AN>Z 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE _EMS- F.BjC. ENERGY CONSERVATION /a61DCtiENERGY TIAI - EFFICIENCY) 2020. 2th EDITION R404.I C METEF FIELD VERIF LOC. OPT. �11 �1�1 COACH LIGHT --------- ELECTRICAL PLAN SCALE: 1/4' = 1'-0' VVP Pa `I .,MA kN - ' 4'NEs:: .. »o"kn'= °._. P11EL -.4 �„,aaF:t.�_ ., ..�.My:.:.. `y e T:�X :" 'i,,._•i.,, `=Rq... MAW.?_„O.°5,:`y\.: _J^:.: ..sa, .�;%:�. .a ,.. max. AxxV w@ G' z' o •.d .^a'" .SF \. \ .. a.. C" a.: .C. ..,,�• \\\.��. ..5 a �e \,.J\�1. �\0 .3 : �'a ��...i:. . \tan ::;.7 a w, > o=7777 TA a 7':�53. ... , . ..> ,.a A` ° LED LIGHTING P, DOUBLE LAV. BATH "1 150 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 F42QUIREMENTS. B. ALL CONDUCTORS SHALL SE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. AMM Reviewed for Code Compliance ga Univel'sal Engineenng Suences LED LIGHTING C� SINGLE LAV. 5ATH "2 PROVIDE 3"2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCS TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELLCTRICAL PROVISIONS OF THE FBCR -ITH EDITION (2020). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBMV. as LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO V305 PRINT 02 22 21 DATE: / / SCALE: 1 /4"=1' - O' SHEET El I 0 o a o o •o II I II o II II � II I II I II I I 0 m 10'-7" r — — C4 �---,C4 i - II e 00 Ln ILI I _ I Ln Q `^ • I I o I �I I El I T -1 I n i LL J I I T 1 1 II LL J II Or II OND El I 4n II ° II �� - - IIEl I = (P 1 N N N N o m o n o a -- - --- o a El - - PLUMBING PLAN SCALE: 1/4 = P-O' KITCHEN SINK W/ AUTO VENT �1-1/2' VTR l 2 3' I :JA.A.VILU i LAv 2 "AV ' SHWR PLUMBING R Reviewed for Code ,ompX'01:neenng UnYve gnc9.es AV.V. TU5 3' 9 2' �3' 3 2' CO 3' COyi MAIN (RIGHT) TO MAIN r (LEFT ALTERNATE) ISER DIAGRAM 2194 H WY A1A, SUITE INDIAN HARBOUR BEA FLORIDA 32937 PH; 321-802-3591 www.abde5igngroup c, AA #: 0003325 7 %5 z 2 �'7-�mD'LV LOT: CREEKSIDE PHASE 2 LOT #117 PROJECTyj# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" z GARAGE SWING: �'l LEFT PAGE: PLUMBING r PLAN „3 160 MPH EXP. C Re.jle a°�e d m9 urj%,j®r G n R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD — EXTERIOR R-13 CEILING UNDER ATTIC R-30 HVAC PLAN SCALE: 1/4 = V-0' v 5 1 i Y^= ry ry� 4 FM y a Uri a UBDIV. & LOT: , CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB 911672—ARIA" GARAGE SWING: LEFT PAGE: `k HVAC PLAN 160 MPH EXR C FEB 2 6, 2021 PRINT 2122 DATE: 02 / / SCALE: 1/4 =1'-0" SHEET m1 t I PER FLR PLAN 1/2' CLG. 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O.C. MAX �00 FIN. PLR 2X4 TOP PLATE ISO 2X4 WOOD STUDS ®24' 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 i6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1'-O' 3 5/5, OR 5 3/5, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8, 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/5, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO GONG TO BE SPACED 16' FLOOR W/ O.G. AT 2ND FLOOR 3/4' PAF t WALLS ADJACENT TO TO WOOD STAIR WELLS AND FLOOR W/ BATHROOM WALLS W/ 1/4' WOOD TILE FINISH SCREW WOOD BASEBOARD—,- 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) nil) SCALE: 1/2'=1'-O' 5' DIA. SLEEVE, DO NOT GUT BOND BEAM - SOLID GROUT W/ (I )- *5 (2) COURSE 2AIPIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0" FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET THICKNESS AS PER SECURED PER SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER i/2' HIGH SCHEDULE SR STRENGTH CLG. BOARD REFERENCE PIFIRE VAT ION STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER -m„ 2x FASCIA PER TYp ELEVATIONS p.µ, r' ELEVATIONS VENTED SOFFIT I R-4.1 INSULATION :.. VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING SCRIPS a 24' OG. I/2' THICK 2 COAT PORTLAND b' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLANDE .� DIRECTLY TO MASONRY CEMENT PLASTER APPLIED - 1/2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR OL 0'-0' FIN. FLR A d o. d a 4• a < .a W/ WINDOW OPENING TYP. WALL SECTION H B NO OPENING IE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=I'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48613 TYPE IV, OR ASTM D 6151 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 _ -- -CAULK AND SEAL —a Ins GAS LINE NOT CUT I PVC SLEEVE FOR GAS LME BOND --.' CMU AM Jam_— —IR• GYP. WL. 5D. u. .'a 2B GAS LINE THRU BLOCK Q1 SCALE: Ilt'•I'-O' r--'-2X4 SPF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK At ALL UPRIG-1 - PER STRUCTURAL DETAILS ov ---..-PRE -ENG WD. TRUSS -- • L CONT. 2x RAT RUIN SECURED STRUCTURAL DETAILS ° SEE ENERGY CODE FORMS I INSULATION R-VALUES PER ELEVATION 5t8' GYPSUM BOARD OR I M I HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT ---.--- PORTLAND CEMENT _ PLASTER APPLIED DIRECTLY TO MASONRY A 0'-0' FIN. FLR Y a' CMU a. R-4.1 INSULATION -- WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERNCE STRUCTURAL Ix2 P.T. FURRING STRIPS 0 24" O.C. 1/2' GYP. WL. BD. WOOD BASE— a Ir!' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REGL VERTICAL TRACK I' MIN. BY MAUR SLIDE FASTENED TO,� TRACK BRACKETS W/ PRODUCT APPROVAL REQ. — =E S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REa SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND MY DOOR MANUFJ OVERHEAD DOOR $Y OTHERS s ) GARAGE DOOR JAMBS D1 J SCALE. 11/2'=1'-O' a a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE g 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 d toii Reviewediiance de comp engine Univer ai ends CMU 0'-0' FIN. FLR n W/ WINDOW OPENING � TYP. WALL SECTION ��J—`- � No OPENING 6 1--STORY GABLE BLOCK WALL D1 - ---- SCALE: 3/4'=1'-0' Note. WALL FENESTRATION FLASHING PER FBCR 103.4 - 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 "Ill. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Glass 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate For the type of sealant. Fiuid-applied membranes used as flashing in exterior Walls shall comply with AAMA 714. Tlne Flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 02/22/21 SCALE: 1/4"=1'-0" SHEET DI TOP: 2X6 P.T. is CENTER OF DOOR HEADER SECURED W/ (U 1/2' X a' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/9' WASHER 4 NUT-7 0 III 0 O SECURE 2x4 ON--*' FLAT TO BLK W/ MASONRY �O NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' �O X 2' X 1/0' WASHER 4 NUT. (U WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. 0 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT 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 9' OF EACH END 4 18' O.C. MAX SPACING GARAGE DOOR 1 BUCK ATTACHMENT p scnLe:IR'-r-o' 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 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: IZI SECURE TO 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.G. MAX SPACING. 2X6: CM 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 IB' O.G. MAX SPACING:. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' 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. L� 8' CMU I/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 1/49 DOOR JAMB TO BLOCK +1 1/2" n WINDOW TO BLOCK +1 1/2" 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.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU 4 18' O.C_ MAX SPACING. 2X8: ® ❑ 1/2' DRYWALL SECURE TO BLOCK I'X4'P.T. W/(2) 3/16' TAPCONS NAILER (MIN. SHANK SIZE .145 T/I6' OSB. X 4' MIN MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END 4 18' O.G. 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 +1 15/16" /1WINDOW. TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MAL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CHM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIK 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 ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCCN MIN. 1-1/4' EMBEDMENT INTO BLOCK —�' a, CMu 1/2' DRYWALL I'X4' ❑ P.T. NAILER 0 0 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 +2 1/4" W TO BLOCK +2 1/4" 2X4: IZI SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 9' OF EACH END 4 18' Or— MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' 1 APCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IS' O.G. MAX SPAGINCz 2X8: SECURE TO BLOCK W/(2) 3/I6' 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. 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 +3" � mnW mn gmmrc +rill 2X4: CM SECURE TO BLOCK W/ 1/4' 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. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' 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. 2X8: CEM SECURE TO BLOCK W/(2) 114' TAPCGNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 15' O.G. MAX SPACING. 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER 1/16' O.SB. 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 1/4') DOOR JAMB TO BLOCK +3 7/16" rC WINDOW TO BLOCK +3 7/16" 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MX SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN_ EMBEDMENT 1 1/49 WITHIN W OF EACH WITHIN 8' OF EACH END 4 18' O.G. MAX END 4 19' O.G. MAX SPACING: NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2)(6: ® ON OUTSIDE 4 SECURED 2X6: CEO ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/I6' TAPCON MIN. 1-1/4' W/(2) 114' TAPCONS (MIN. 3/16' TAPC:ON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/47 8 CMU EMBEDMENT EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' OF EACH END a, CMU 4 V O.G. MAX SPACING. 1/2' DRYWALL 4 10' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® 1'X4' 2Xa: CE33 I'X4' SECURE TO BLOCK P-T. NAILER SECURE TO BLOCK❑ P.T. NAILERW/(2)3/16' TAPCONS CASING W/(2)I/4'TAPCONSDOOR lixa SHANK SIZE .145 (MIN. SHANK SIZE .145MIN. I' P.T. X 4' MIN.(MIN. HEAD SIZE 300 MIN. HEAD SIZE300MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END MEMBER W/(21I2d WITHIN 8' WITHIN W OF EACH END 4 IS' O.G. MAX OF EACH END 4 6' TO 8' OJC. MAX 4 V O.C. MAX DOOR SPACING. SPACING. -- -11 FRAMING: �-- DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" Onnw To RT.nmu +s" 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 3/4" H IN,DO� W TO BLOCK +3 3/4" Reviewed for Code gaGompli�^i^ee^^9 u^lverscre ces FURRING RIP 2XI0 TO 8-1/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK KREQUIREMENTS KTA 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEI. 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rz%jLzm i 2122 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH ■ 9' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 9 T' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED al' (VERT-) O.G. MAX AT SUPPORTS WRB LAYER •I, STUCCO WRAP WOO SHEATHING OR 1/16' ZIP SHEATHING SYSTEM NNSTALLED PER \ a TO OAP MIN, LATH SHALL NOT BE CONTINUOUS 6' TO a a THROUGH CONTROL MIN. MINN. JOINTS BUT SHALL BE STOPPED AND TIED A7 EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. 6' TO 8' FROM CONTL JOINT WHE NOTE \ / CONTROL JOININT FALLS ON N 1. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL SCUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.04-15' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD [NWARD • PT. A O1. FOLD INWARD • PT. A 2. CREASE • PT. B 51 O L FOLD INWARD • ® I. FOLD INWARD • Pf. A PT. A 2. CREASE . Pt'. D 2. CREASE • PT. D 3. CREASE a Pi. C 3. CREASE • Pr. C 4. FOLD PT. C OVER iK. B TILL PT. C TOUCHES BOTTOM FLANGE — ® ®FOLD aHINGLE ROOFING) DRIP EDGE: OVERLAP V, EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4'Or— MAX FLANGE L WATER TIGHT SEAL. FOLD, 2Q NCM CUT. i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) WRB LAYER 02, FORTIFIBER BUILDING PAPER epwm ONLY) IURB LAYER w, STUCCO WRAP (FRAME ONLY) LAP LAYERS CC- BUILDING WRAP OVER NAILING FLAME, STOP WRB Ate. I V ABOVE SHINGLES (FRAI E ONLY) FASCIA WRAP EXTERIO ¢ CM Sxb WALL FLASHING KICK -OUT FLASHING (SEE DETAIL) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING: TAPE I" MIN. LAP • METAL LATH 6" MIN PAPER LAP BELOW ONLY / WRB LAYER •2, FORTIFIBER BUILDING PAPER SCALE: 1/2' = I'-O' ® KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT) LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP 1NOTF-: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES g' THICK, 3 COAT CEMENT PLASTER METAL LATH LIRE, LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER •I, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM(NSTALLED PER M,ANUF. SPECS.) VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE: SHEATHING SIDE LAPS OF METAL OR'1/Ib' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER a IN. LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO LAP • LATH WIRE AT NTERVALS NOT 3" LAP ` PAPER MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: 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 -1116" ZIP SHEATHING SYSTEM ( INSTALLED PER 1#�9PID. Si��A�I�IdS� OR CMU WRB LAYER #1, STUCCO WRAP (FRAME ONLY) TRICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED z 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) y CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES L„ 5 N-T-s- ROOF PER ELEVATIONS FLASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ¢ WRAP MATERIAL) OVER APPROVED HOUSE WRAP. F�$HING TO EXTEND ONTO PIPE I :;�:::;:::,,. Is OR LESS PIPE:`:.:;:�:f:::;::. PENETRATION �� ;i::: :i;:.6`r:: CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING $TEP "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REWIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFAC TuRrRS INSTALLATION PROCEDURES xb' SELF -ADHERING MEMBRANE _ASI-IING (COMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. _ASHING TO EXTEND ONTO PIPE UT AND OVERLAP ONE SIDE OF STEP 02 FLASHANpG HERINMEMBRANE Wi LAYER •I, STUCCO WRAP WRB LAYER 402, FORTIFIBER BUILDING PAPER METAL LATH Wxb' SELF -ADHERING MEMBRANE FLASHING OVER 41x4' 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/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION RM.7 E dellw k0ing and plole ft 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. F'IFE PENETRATION DETAIL (FRAME) 34 N.T.S. Reviewed for Code Comptiance Universal Engineering sciences DRAINAGE PLANE (WRB LA` ER #1, STUCCO WfR 4P) 11JRE3 LA4rER *2 CFORTIF15ER—'—.—.—'— — BUILDINC� FAFER) 1"IETAL LATH x x x x STUCCO °...;°...:.. a WOOD OR 1/10" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1"IETAL LATH: LATH TO 5E PER SECTION R�f 03.�.1 /)4ST1"I C - 8� �1-14a , i"I IN. 2.5 L55. PER SQ. `I ARD (UTILIT`1' OR NOt%IINAL LATH DOES NOT 1"IEET SPECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FE6 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 02 22 21 DATE: / / SCALE: 1/4"=1'-0" SHE�E�T/T �jI' Y Y A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP (am', INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE• 1 BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 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,Ya' CAULKING + JOINT ALL AROUND 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. Y HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBEIR - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCGO .. y WOOD OR -I/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE, METAL LATH: LATH TO SE PER SECTION R-103.1.1 / ASTM C-847-14a, MIN. 2.5 L55. PER SQ. YARD (UTILIf-y- OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) (ED BUILDING PAPER OVER 'QUICK FLASH' R VE PIPE THROUGH / WALL 1 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREIMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION SEALANT m I I a' CMU TOP E SIDES BLOCK)I I H'�' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AK>=A I V mm,= I YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "'l�L- At r-*'"�" '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES —�O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHINGS APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEM' #1 &T F #3 11/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING LAYER M, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH / ell"" 7/8' TEXTURED r FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 7 O.C. MAX Ye' TO JS' MID -WALL WEEP SCREED - zIL F-A �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN \ MASONRY BEFORE APPLYING `TEXTURED FINISH • MASONRY 76 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *1, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP I7 Reviewed for Code Compliance rs 91 Univeal F•--�9ileering Sciences WRB LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER STEP # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #� STEP #(o ( ) ELECTRICAL RECEPTACLE 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 SX713DIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PRO.TECT# 04321.201 117R1 MODEL: 4EAB '1672-ARIA" GARAGE STATING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA FEB 2621021 MCDAO AR NO 7T PRINT DATE: 02 22 21 SCALE: 1/4$$=1'-0" 1 SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAVER #1, STUCCO WRAP) UJRB LAVER *2 (FORTIFISER - - - - - - - - SUILDING PAPE'�) METAL LATH x x x x STUCCO WOOD OR -1/16" ZlP WALL 5HEATHINCH SELF-ADHESIVE FLA5NINCz - - - - - 2 1 /2 " 14B1CORNER BEAD CORNER BEAD (FASTENER E SPACING 10 1" O.C.) CMU i/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTL`r TO MASONRY C B]LOCK Revco opeong pan� iA�nlverea� En9�.S' guence 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. I ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 2122 DATE: 02 / / SCALE: 1 /4"=1' - 0' SHEET V V A3 LEGEND DRAINAGE PLANE (WRB LATER 01, STUGGO WRAP) WRB LAYER *2 (FORTIF15ER BUILDING PAPER) METAL LATH STUGGO WOOD OR 1/16" ZIP WALL SHEATHING P-ADHESIVE F WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE — BARRIER "2 % ?1 EYVEALP SIDING W6' SELF -ADHERING — FLASHING STARTER GALV'D METAL Z' FLASHING 1 Yi X 6' SIMULAT=D- WOOD TRIM MEMBER 14P�i4 il:FA , x—x—x—x L111 sm m I � e.: SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION W SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER '2 6' SELF -ADHERING FLASHING GALV'D METAL T' FLASHING DO NOT CAULK OR SEAL OPENING I Y4 X 6' SIMULATED WOTRIM MEMBER SEAL GAP W/CAULKING OR APPROVED SEALANT WOOD CONSTRUCTION �— BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 ATT`H�RRRESISTIVEBAR / \ DING / / \ REY%AL OR // ! 6' SELF -ADHERING BOARD ! BATTEN / FLASHING 6' SELF- ADHERING y I < WEATHER RESISTIVE FLASHING \ BARRIER 01 / STARTER STRIP \ WEATHER RESISTIVE \ BARRIER s2 I \ DO NOT CAULK OR I \ 6/ 6' SELF -ADHERING: SEAL OPENING I FLASHING \ ` GALV'D METAL GALV'D METAL W FLASHING W FLASHING DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING BEAD / HARDIE TRIM PER ELEVATION \ SEAL GAP W/CAULKING \\ / OR APPROVED SEALANT \ i SIDING TO STUCCO C) BLOCK TO FRAME TRANSITION Reviewed for Code Compliance Eg Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 StMDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL, 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rZT.aa1% it DATE: 02 /2221 / SCALE: 1/4"=1'-0" SHEET 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 8 STICK DRIP EDGE -1/5" TEXTURED FINISH Q WOOD 1/2" TEXTURED FINISH a CMU METAL FASCIA 1 WRAP Ya" FROM \ STUCCO, 1" FROM \ \ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR CMU) 1 NOTE: NOTCH FOR 2X& SUES BAND ONLY ( )ELEVATION - AN A 1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH m CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR CMU .� WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER *2, FORTIFIBER BUILDING PAPER — (FRAME ONLY) 2X6 SUB BAND /= c•'!ROOFING CEMENT DRIP EDGF! FLAN E3— METAL KICK OUT \ 1 ROOF KICK OUT REMOVED 1\ FOR CLARITY \ ROOF DECK (BEYOND) `1 DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED / FINISH a CMU 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 11, OFF WOOD WALL. SUB BAND 211 OFF WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SUB BAND DETAIL 0S) WALL SUB BAND DETAIL ® WALL -W/KIC K—OUT FRAME OR CMU 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/1Y"x4" NOTCH END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering 91 Sciences FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/]l Iix4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 2 6 2021 MICHAEL C. ANDERSON L AR NO 17305 J DATE:: 02 22 21 DATE: SCALE: 1/4"=1'-0" A 4i Ci u z FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENaRAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". ' 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES." TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8: SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, OINDICATES #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. 12. SPLICES iN REINFORCING BARS SHALL NOT BE, LESS THEN 48 BAR DIAMETERS(#5 = 30", #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 SOIL 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: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) 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 SHALL 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 j OF SLAB SUPPORTED T-0" O/C MAX: SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE; RESIDENTIAL, 7th EDITION Reviewed for Code - 91 Compliance Universal Engineering Sciences FOUNDATION PLAN SCALE: 1/4" = T-0" SLAB SCHEDULE SLAB REINF. REMARKS ICKNESS 5x6 W1.4xW1,40VER GENERAL 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 181, (2) #5's (+)0'_0" FMC-12x18 F-24x24 12" 24" CONTINUOUS 24" 181. 12" (2) #5's (2) #55 (2) #5's #51N CURB VARIES (_)0 FM-12x12 12" CONTINUOUS 12" (2) #5's (_)0' 4" TE-1 8" SEE PLAN 8" (1) #5's SECURE STRAP To A/C SIMPS❑N WB C❑NC, W/ UNIT ROLL STRAP OR EQUAL e EACH TAP -CONS CORNER OF UNIT C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL SusDIV. 8e LOT: CREEKSIDE s` PHASE 2 7 LOT #117 PROJECT# I 04321.201 117R1 MODEL:' 4EAB ;k "1672—ARIA" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN a (16 0 MPH EXP. C a PRINT DATE: 02 22 21 SCALE: 1/4 SHEET S Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a- SPACING REQUIREMENTS Q " mw 00 _- 7 J O Z 8" CMU WALL O � SEE SLAB SCHEDULE EXT. PORCH SLAB AL -4" CHAMFER (1-STORY) W/ 1/2" ISOLATION , a 6" CHAMFER (2-STORY) JOINT (WHERE 6 ° APPLICABLE) Z ° SEE SCHEDULE FOR WxD, BAR SIZE N AND BAR QUANTITY Z STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND O } SPACING REQUIREMENTS K m U W v a Q O ' 8" CMU WALL b - z M — TOP OF SLAB - b ,7--r—r—i b ►—•yr�--r x BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" ,I EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 M SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS BOLLARD LAP NP PLATE A MIN. OF 48" AND NN W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 W00 EARING — WALL W/ SYP No 2 XUDS SEE PLANS FOR SPACIN INGLE BTM. PLATE TO BE I PROVIDE DBL. TOP PLAT OF SLAB VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCK G W .PLATE TO d MASONRY NAIL AGGERED. L METAL ORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. VSEE SLAB SCHEDULE t 0. r SEE SCHEDULE FOR WXD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE3/4"=V-0" (NO L I FT) b SEE SLAB SCHEDULE T EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) ILL JOINT (WHERE •-" SEE SCHEDULE APPLICABLE) z_ 4- FOR WxD, BAR SIZE AND BAR QUANTITY N le �� EXTERIOR MONO -FOOTING ��@ GARAGE SCALE:3/4"=1'-0" w Lu I 7 U) NEW REINF. BAR 00- SECURED W/2-PART d EPDXY. MIN. EMBED J Q f t 8", UNO Q p FOLLOW ALL MANF. m SPECIFICATIONS FOR m I USE AND = ~ °D 4' 4 PREPARATION OF 0 "T HOLE. Z x W 01 J o M O `-4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION CALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS AQ 8" CMU W MIN. EACH WAY MONOLITHIC FOOTING . '•b p... III'-'',[��{iij—,p• � V :S• .. � p p• p P. s p 2 FM P . CORNER BARS SAME SIZE AS LARGER BAR 1 IN FOUNDATION WITH 30" LEG EACH + 0'-0" �_ • p $ ? WAY AT ALL CHANGES IN DIRECTIONS OF SLAB Y s PI SO THAT THE STEEL REINF. IS CONTINUOUS p •v MATCH AMOUNT OF CONTINUOUS BARS VAR- I v pl p GARAGE p 'v. I .. "ILL CONTINUOUS STEEL MONOLITHIC • • FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=V-0" AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. OF WALL EIGHT LAP TO CCUR OVER STUDPLAN 2x4 OR 2x6 D BEARING - PROVIDE BLO NG WALL W/ SYP No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W/ SPACING. SINGLE BT LATE 1/ 'x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-112" EMBED. MIN. @ 16" OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" /`\/�` SEE SLAB SCHEDULE \ \ Q I o Z - M — + p'_0" TOP OF SLAB SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD 4,4 CENTERED UNDER WALL AND co — POURED MONOLITHICALLY WITH - -- FOUNDATION AND SLAB b d ? SEE SCH ULE FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO— OOTING AND COL. P 'a a a EQ. EQ. —SEE SCH ULE FOR WXD.. BA IZE ANDBAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=T-0" (W/ U P L I FT POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) r 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION_— 1 SCALE:3/4"=V-0" RECESS AROUN DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM PLATE TO BE PT. PROVIDE DBL. TOP PLATE %WM6-for Code Compliance Universal Enaioaenn VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. —SEE SLAB SCHEDULE FOR NRY SET EV: u OF SLAB . q <\�� b� .mod• a EE SCHEDULE FOR WXD, BAR SIZE EQ. EQ. AND BAR QUANTITY 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=V-0" (NO UPLIFT) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, { FLORIDA 32937 PH: 321-802-3591 rou www.abdesi ng p .com , g AA #: 0003325 e, a I a 5 p�3 fi a u ( d r I I: �I � A idei �s.haw�;4". i k 3 VHDIV. ad LoT: �o CREEKSIDE J PHASE 2 LOT #117 F'a PROJECT# 04321.201 117R1 MODEL: I 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS rI , 160 MPH EXP. C, ARCHITECT- STATE OF FLORIDA vj I' I= FEB 2 6 2021" MICHAEL C. ANDERSON AR NO 17305 " �•g' DATE: /22 21.. 02 / SCALE: 1 /4"=1' — 0" SHEET S1 I Lf 0 r tD N 0 00 N a'-1a" DOWEL PLAN SCALE: 1/4 = T-0 N M Reviewed. for Code Compliance 93 Universal Engineenng Sciences SUBDIV. 8e LOT: v CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 F MODEL: 4EAB "1672-ARIA" GARAGE SWING: _. LEFT DOWEL PLAN 160 MPH EXP.' C L .IDA'1 RSON2122 DATE: 02 / / SCALE: 1/4"=1'-0" SHEET S1.2 F TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I J, VARIES PER ELEV. if�'�mm M�=�M -A ° e 4A HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FUR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL e d --SEE SLAB SCHEDULE r 4" CHAMFER (I -STORY) e 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT N PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY t U. U TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE (D�TTHRLII FOOTING SCALE: 3/4"=1'-0" IV^ I l n O I CCL REINFORCEMENT PER SCHEDULE VG • CMU UNIT DIMENSIONS ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3/4"=V-0" Reviewed for Code Compliance Universal Engineering 03 Sciences 0 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 22 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) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, 'WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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 REVIEWAND 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" ° 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 SIZE & DESCRIPTION REMARK 0 (2) 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 OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 — (1) #5 — N/A — GROUTED SOLID Reviewed for Code Compliance Universal Engineering Sciences 1 1 8F161T/0M/0B 8F16-1T/0M/06 8F161T/0M/0B 0 All �< r 2 m m o o o v co � GT coao 8 F 16-1 T/0 M/0B LIFT BEAM PLAN SCALE: 1/4",= T-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 u 6�' a I£ k I� t; SVBDIV. & LdO7"e a CREEKSIDE PHASE 2 LOT # 117 PROJECT# —, 111 04321.201 117R1 IIJ MODEL: 4EAB J "1672-ARIA" T GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 5f; - STATE OF FLORIDA f: 2 6 2021 "FEB ' . y. ANDF�l3,0 � ,R NO VW L3 •. ham', PRIiTE• / 02 22 21 DAT SCALE: 1/41'=1'-'01' SHEET S 2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-O" DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 1p., .Lki 0 ` #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wl, STANDARD ACI HOOK CORNERBARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL (�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. REINFORCING L2 ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND EaG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 106 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"xl6' io O ��P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 81� QO��FE� 8xl6 DEL. BOND TOP OF Qp BEAM W/ (1) #5 BAR ."= BOND BEAM EACH COURSE • G • �\� 8x8 BOND BEAM ------ \ --- TOP OF Q� W/ (1) #5 BAR BOND BEAM F Q F = FILLED W/ GROUT 1 + Reviewed for Code (Y\� U = UNFILLED GROUT SOLID FROM — — TOP Compliance nversal Engineering Ui V NOMINAL LINTEL TO TOP OF BOND OF OPENING Sciences # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL.. BEAM COURSE SEE NOTE 5 6� `T/ ') M/O B 8x8 PRE -CAST CONCRETE --- NOMINAL HEIGHT # OF #5'S, TOP —�� LENGTH OF BAR BAWI(DTH OF MASONRY OPENING -2" F <'. 9 THIS THIS AT X XX NIT GT/1M OB INDICATES A DOUBLE BOND BEAM EIEER'S INTENT BOND BEAM COURSE /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE 2 BEAM D ESL : N_ATI ON AND xFYX - MOM/o6 INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT'' TO PLAN FOR. LOCATIONS AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TQP LINTEL OF OPENING Y AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAMABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 WINDOW 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-lW' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST a31/4 OR DRIVE PIN (MIN SHANK n SIZE.145 MIN HEAD SIZE .300 WINDOW z n r MIN EMBEDMENT 1 14) 8" SILL FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-14' EMBEDMENT 2x8 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN Ti SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END EMBEDMENT V/7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 4 SCALE: 1 1/2"=V-0" SCALE 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. 1 SINGLE #5 CORNER BAR, 30x3O TURNED UP / OR TURNED DOWN INTO f STEEL REINF. OF FILLED CELL BOND. BEAM E REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SKREINFOF. OF ELEVATION dROUTS BENEATH BOND. BEAM CHANGE CHANGE IN r � ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3X'=l'_0" ;..... a 3LT8DIV. 8e LOT: a CREEKSIDE .. PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA' GARAGE SWING: 3 F LEFT PAGE: DETAILS 7 i 161 MPH EXP. (.l „) f ARCHITECT >(t STATE OF FLORIDi, ? 1., R B 2 6' 2021 s �i �k) 1;a MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02 22 21 SCALE: 1/4"=1'-0" SHEET S 2. 1 - j I "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLIF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB 16-1T/OB 0-1T/OB 1T/OB 1T/OB 2-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8116-1T WD-IT 8/24-1T 8128-1T 8/32-1T 818-1B 16.1T/1 1T/1B 1T/1B 8-1T/18 -1T/1B _N84T 818-n e/1&V &20-2T en4..2r 028-211' 8/32-2r 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-0" PRECAST 689 1024 3'-6" PRECAST 15M 3524 43M 5263 6132 7001 2465 6113 6365 7708 9031 10000 1569 --- 3VA 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5W7 4'-0" PRECAST 514 763 _ 4'-0" PRECAST 13M 30eo 3815 4670 5325 6079 1961 6113 7192 657A 7627 8751 1353 3060 3815 4570 5325 0079 N-6" PRECAST 819 533 1770 24M 3033 3W6 4300 4'-6" PRECAST 398 591 4'-6" PRECAST — 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7W5 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 3688 4249 5'�" PRECAST 411 411 _ — 5'-4" PRECAST 1016 low 2374 2944 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 2838 3399 3981 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 0548 577e —m 2OW 2593 3107 3020 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 — 6'-6" PRECAST W5 1201 1578 1955 2332 2709 1139 3227 4596 7054 IWW 8825 - 835 1888- 2320 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2098 3191 3685 7'-6" PRECAST 303 534 7'$" PRECAST 716 SIM 1181 1462 1743 2025 938 2498 34oe 4W4 7067 6472 — W 167A 2025 2426 2827 5228 9-4" PRECAST 428 03 IBM2204 2481 2818 2621 9" PRECAST 192 384 9 PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318_ 1843 1989 2164 2619 -0 10'" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 101-V PRECAST 356 468 612 755 899 1042 1407 1897 2781 3222 3784 1180 7472 1763 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'�" PRECAST 4W 4W 530 653 777 872 544 1312 1742 2252 2W8 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 25M 3191 12'-0" PRECAST 111 370 �— 12'-0" PRECAST 383 366 476 587 698 783 507 1210 15M 2048 2586 3171 440 940 1300 1560 1314 1470 I T-4m PRECAST 270 433 1045 1365 1732 2157 25M 13'-4" PRECAST 82 298 13'-" PRECAST 308 _ 303 393 484 576 645 414 1045 1W5 1732 2316 NN 3" 780 -- 1057 1312 1071 1203 141-0" PRECAST 254 388 976 1272 1e06 1988 2279 14'-0" PRECAST 71 293 _ 14'-0" PRECAST 279 278 A _ 360 443 me 809 390 978 1272 1606 1950 23s9 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 628 746 865 458 1079 1429 1824 2277 2712 246 68 S8I 1237 1474 1715 IV-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 1514" PRESTRESSED 224 387 464 574 a"793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 �i 17'-4" PRESTRESSED l87 _ 328 365 451 587 880 300 858 1121 1413 1739 2047 — 192 -- 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 _ 1W-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 211-4" PRESTRESSED 219— 308 381 454 527 180 598 833 1038 lies 1468 —142 142 373 537 ON 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 _ 22'-0" PRESTRESSED 137 2N no 3W 428 497 165 No 784 992 1203 1381 137 we 513 659 779 900 -0" 24PRESTRESSED N.R. N R NR NR NR NR NR 24'-0" PRESTRESSED N.R.124 91 24'-0" PRESTRESSED 174 245 302 380 418 129 450 WA 824 1014 1147 124 319 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 Reviewed for Code Compliance Universal Engineenng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesig6group.com AA #: 0003325 1 { a; <i rya ,: k.0 0 `" SLTBDIV. 8e LOT: CREEKSIDE rA PHASE 2 LOT #117 E PROJECT# 04321.201 117R1 MODEL: 4EAB J "1672-ARIA" eARAGE SWING: LEFT PAGE: SAFE LOAD TABLES ;1 „y160 MPH PVT) Cam' ARCHITECT - STATE OF FLORIDA FEB262021 MICHAEL C. ANDERSON AR NO V305 PRINT - 22 21 DATE: SCALE: 1/4"=1'-0" SHEET S2e2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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 P8S361 .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. GIRDER/TRUSS 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING W/2X6 BOTTOM SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC CHORD 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 THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS 2x4 SCAB NAILED TO WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND END JACK TRUSS BOTTOM ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE CHORD W/MIN (a) 1od THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. WHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION 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 ATTIC 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. TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DISSIMILAR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD DIAGONAL --/ BRACING/BOTTOM CHORD BRACING GIRDER/TRUSS W/2X6 BOTTOM CHORD TRUSS BOTTOM CHO W/MIN(4)10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING @ MID RUN 17N117 IORSCPI"UIII YIIITTI Pi, I I DILL pDJD 11 Tek JSY Y IMM1I VSG DES. UPLIFT G.IllY Dfs. UPLIFT GRA1Tr 11T111 TER LISTENER PTA16ge 1 Ill IRTP-In M50 INImcxIIll I-PLY,PIIMI [-Ptt,SMT,Dn" fll tnU.v/1'1-YLY, I6111e 1. 1111111, TA 16-,. 11A16 L43U I] NFI hIM1 ]I. "I Tl:c.11/]'I MNE04' 1111, 10n xl T/Y LY. FNBI IIn" 1RIn 1 IP-Ir. 1810 1 L1 .f i`ne 'YI l! II L ILI 1'1 -"U :101' AAA ?8]0 I11 A 1110 1 01] tl I1i, iE, III I ILI, IIEEI4' 191 Nd 1 112 1 PLY,(81TOE 2 L'l. ENNED 4" IIi Y TP.TI 11 a0 IlI NF14.n1 Inn ill) l c r l Ili 1 PLl FN1E04" k (111) ILI I I 1-ILL, N. ISW I o11ec Z.Y'Jr f1rkD4' E'U u8' 16c: SLY 3EJa 11OT-2 1655 LOT L .,N NI . IUD 111 11. 1 ,L I I IlLI 111 IN ( HI 71-1 11.1 Ill I I.WT`llS 14111 1 INI Ill'33xIWtl 11 1 LRODIIWSdS P ISP4 0 (1NI TO WALL DUNI 211. DETAIL ;9 2. 1 10 R IR2, I PLY LTfL.TE USE 01121 ll 20ic EDIDEN 181'I0tl x _ 1 L z I:'LATE III or l2'. F ETA 20ACF PTA -LE 14,11)1111 T941 111. 11. s.S A I R I'J HIGH RINO- I U PIM11 l: 11:E1.I mUI II VI ..T. G IRS IR MIN 1E I VIE N, r22111" 1 IT WMU) H Ull I I♦ E171 HGI LI IIIF,VU I IWOODA)10c, MASONRY1213/4ATR 213/4"A.T.P.III POP STRENGTH EPOYININ.2" EM811I1113U'TOWWD HWT3. 90. FGT-3. "Din'LiOD IP110f M450VRr rl 114'A 1/4"1, i.R'IFIGF S' rN('TF EYOxI,MN tJ MII I.I1nI lOc LIWOOII LPIA lilO PFI1ALLFL ION'PLL 14]O P ER PP OTLELWR TO IMALL 1TAI UIURAROLLELTOW41 I>I U PFRPENDI(AII' II.' LL II"IN' S2' 1O110o x1-1/2" ill UC.I I TWS VGT ISELL 11 LAl I N [NC..POxI N1 F11, 101 ) lUU 14tE 121111r, RAIL 011 I55 N. III IR I I I I Nl,.111, 11 11111MV. 2'Ell Ill II TERI Ill/Okl" HLIGI 917S 121VGI 'l K4 II E R.1`T Y PUP STE'i EPG% I1 %13EI. ROX M .SIX AT. R I'F6HSRFYUTM1E0.i 1' la'EM_E0 3 SDSI/J'e3 MIW 12 96 MS A! Y9U III10xl l/I'114I " 1DIP 11E%11/I' H WIE 1831 HT. 1 D 1 11Ua 9 1811Dc 11 L12 H Al zD ,A ITS -zo 13m 1 'a 1 0'. zm vn xll r HIW24 11` 111U I'll IXd /I 1, 1W lI/2' uIAIS+1 ILI I A-11 .. 11 11011. (To) INS LLAI"ll ills 15T,..Ix.. .)iY u•,1.DR nnl mc' M1IA.18.. NO MSTA.IS.. I", uJ1111 P3'la NATAL -24AT 1640 '6TP24.1 IC4D I811M PI, 1e P(Ib1Ur. 5MIT,-1U.. ':1 I111 .1x1 1Oc' 1151P 11 20L5 15TA 36.. 1 2050 1'II.Itl ' RON Ell 1236 2.1 MST3C IHOO (Ill 111E%I1/'1" ill Al Ill. H In€ 5E< Nf -IN canoe x 11/2 111, I11c x 112^ TETRAD 9REEN IN 1055 III Fc a1111".(16)PAN 1 911, T O P LA 111, 18, M I G S I ILS SYIA .71 SP4R I 16116c TO 5 I U 05(61 LOS TO PLATE 16110E 111/2"IO ITU01 NP 11 12511,11 SIR EOD n 14 R_21112" IO BEAR, 11';&-, 1112"TO POST- l'I 10U u1112' TO F AM, 141 IN x 1Ill 'TO INPiT. H H(P2 68n h(1'1 SWI 'Ol l0e el l/2 iC i0. 5_',1.I1R K11 OP lF L1210e Sll e" Ru6A TOO) 1IDI IO46 11 me.I12'I 10EYIILocX ITOIA I I'IX 10ex1 n,. J,IO.ISA Ell IIRA 11 11 VGI.W FDU, 411U 12RI NET TO" I"(I01, 3'WOOD SCEV45TO P05T W/5j8"THREADED ROD (IV OUS I/4'v3"TO WOOD(101 SDI 114'x21/2'N'/ TFRGDED ROD,(21 VUT5/W40iHER/2 PLY 111GT11 IT PFMA 41" sa 11 E94o vxl lOe IN 'Ell LI "I r9005Cnv If WSTO PnSJY IIIROD 'I',-LTS L..1 TODD.:I r3 IUD III" AL/ITIFACED ROO Lli VJ1Y.IERl PIY PAII44 ILIT 17I� AlllI.ill 29LI11 A. I II. llllliI "PILOTS, IV GINU)Nl.,(12TIHI Ili1\YUO IEAR "A.I.R•HCHSTRfVCIH FPO%Y(MI`I]"EMIM1U.(IVCUVL.lIZ}1MiON'OUD 241i RNUL1 AILIIL2 ]BJ': I.IE'AT R.IN HIGY STRF`IGTH EPofI.I IN. ]'EMOEDI IN COLD, I2Pd TO WOOD (113/8"A.T.I I N VIGF SIRE N6TF E P0%Y,(NIN.]' EMi I IN T0NIi12116d TO WOOD L111y... 12(fi LP I4 I I I A I R IYFGXI RFYG NF1Uxl \ IFOI 11.11.181ID1ill 1'.1U0 .H STRFIll IYLN,I41N.]"Ell 4M11 j RlI.(81 LN IOWUOn I F1113.1. I'll LI 1168... 1iI'D A I . IN FIGF T0.', EPOx IN"' I MEE DI IN CON( I KlUd I I I2TO WOOD (11/2 AiI I1 HIGH STRENGTH TROLL, (MIN 7- INNER R) IN COVC. I IOIIWTOWOOD T F45 4160 F74 4155 E IN I - O IPf (M I '1MINN N IONIC (I I f1' 11) /8'AT.0. HIGHS IIN(TFF IMIV .' EM91,f1 NUN ()611A ITD „ 115 �IIG/ 1'1 i031 I OF I. INF( "YOF M .'IIL N10i 1- 11%2' 1 Y 'ATR." I.H 'TIRE 11,11 '1."Y Ill' "EM IM1D IN 1l II61 l6e.I l/'1" JPF611♦ 14195 ISIRI 15ER ,1x10 IAT. R INHlGFSTRE%GTFfPOiS MINIOf\BERNIN.OK 24A53 UYRNTREJJS (111„AT.R.I`IHIGHSIREVGTHFPOMY(MIN.IDEM3EDIE.I.,(2PSDSFN2'f_' NCCDSCRf'A5 PX05A uSLS C/N fiM145 Si.� 2MI .T] 1 ^Aoo) Oa IO II';SIRI MMI`! 'AB INHG}SI11H"GTFEY(1xr, IV "13ECIN(.' I - -III I31,/8" PR. INFILL"I'liTH EPOEY(MN./"EMNF NLON('.(RAIL 11LL)WLTSIUWLEND - 1 RE1.1GRI'Ll 1.IF I'll., IJ'V-"I U=IH CON(,3:' V30L1h O'1.R W 0 1'2OLLILi IE f 3FJl 1 LFS - FROMFCGF FC a 101Ai'OU Ii'I RP\4FiiREDFFPD 01NA 30L151f F%E PNLFOR OR F�-n.\1 IS'EM FD I`ISTAIIED IN fr.CE 1411M AT 10151 EPDXY, ATR6 GH SEELMi T) I N I M U V.6]1'M1 M3fD 1FV {WLNL.1pV, (113, 4. 4.I,RI`I FIGHIIRM1YGTH EPO%Y,IMIV.6Ii'FNBEDMENTi IN CM.U. PACE, (101W TO BEAM NI M3S%IJII 250n Y1jIL 3..1 G/1125 3425 HVS412IF 3615J[(41I D.3IFJO{{ 3435 1-011hl 'OI A R I i1FC IJ'1141.1 "I 1Gc10 pER,!1U11U1TOWU]D 19,D t.Ds 1CMUI 1 1 4 5 s,10 O ISPIlD1116 PFR.111 :row1DD1110.1 X I'4x}. mE (Y nEFL4vC Imc J,In1W IOWOOO:nlnlmH�ol 18W 1 Rn f 1S]D1 - ) wC LIP120 lc TIP..IUI VR U11,11 1/-' xI I14 TU6 N Iy PER F 1A (H110 CMJ, O'11001 D WO11D 1RW S I Ill, !Ioi 11FI)urmalGMnLl w001 5PP4V1('I ,N00 'O )1 IE11/4x2-Vn llrfu(IPIR FIANCIJ meMu. 1111ne 1Ov %1n'.'fiV 12L11MI52-5 ]43C .. 11.1RX-1"YJetl- .An[IIorF'A qll 41 "J11'.JC(IUSCIII'Nti (411/3 Y 4 IllIN HDAVF HCPS(2 PER I IALIGLIIII (NO IRNRil /1 tiGS5C1UWST04W110 TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO m y✓> U U U BRACE TOP OF WALL. CJ1 o -IIII -IIII _ lIIlIII III IIIII III IIII IIII II =IIi VCJ1 11 11 EJ7 CJ3 wn1 Lull Wll CJ3 ATTACH 4'-0" LONG 2x SCAB TO I 1C CJ5 TRUSS W/ 10d NAILS @ 6O.C. 3.1 II ICJ5 1;OIL FROM EAEND) GT1A --- --- Pit = A5 < 0 U O 40 o y%o 1Q GO N = A3 0 U rn C7 J Z _ ��L ��_ �___ - Z < PREfABRICATFD c� m TRUSSme2wir0.C. O U Q W C7 R viewed for Code Compliance _-_�_=�-___ - __-_�___ rsal Engineering ,711 Sciences _ A1A lA Q A2 _ 2� x54'7 `I� AT71C I - A3 --_ _I ACC; J A4 �\e tiiA A5 _'Pe= ==We= 1A 1A A8G _ 1A - (V ilm II 11 = _ _ -_ -1'IIW CJ5 o m 71A I II II II II � II II II II II CJ3 1A II II II p 4 1 I II IIQ IIQ EJ7A 1 � m ✓> 8 7W^ U O V FRAMING PLAN SCALE' 114" = 1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 rasM1aa1q i DATE: 02/ 22/ 21 SCALE: 1/4"=1'-0" 1 311MET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH " NAILS TO TRUSS (9) 10d x 1 12" PLYWOOD SHEATHING, SEE "ROOF/V1/ALUFLOOR B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 z" 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: APT SYP #22"x4". (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 31" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX: TO ACCOMMODATE TRUSS 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" 0/C' GALV: COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = UA 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) I TYPICAL TRUSS/ 1 a RC CONNECTORS )) NOTCH DEPTH 1/4*D ic HOLE EDGE >5/8" HOLE DIAMETER D1/30 < 2/5*D SGL. STUD OUTER SPAN ONLY ,11101 /,—HOLE EDGE >5/8" BTM. -/ �--HOLE DIAMETER PLATE q3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE; ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" OIC, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", (9) 10d x 1 Z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS ' 4" x 2 I' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDO\NN WITH (2) i' x 5" TITEN HD TO CMU AND (18) SDS 4" x 1x2, 2x WOOD FASCIA GIRDER SEE ARCHITECTURAL C -(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2)?" x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPfCAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) 6-0" MAX (W/1X4) R 10'-O" MAX (W/2X4) 0 # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1 /4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4"x21/4" - 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 3/4"=1'-0" Reviewed for Code'. Compliance Universal Engineering hu Sciences (2)2X4 Not SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'4' TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL A MIN, EMBED. AT 32" OC 1 x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ REQUIRED (2) 10d's @EACH TRUSS TO BE INSTALLED @ 10'-0" O.0 MAX. BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C - END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP.BTM. CHORD BRACING SCALt .314'-1 -T SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE, 3/4"=1'-0" 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. ALTERNATE MATERIALS `5L;ALL: 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ,� . I� 7 al 'i I `N 11 a rt;l 811JBDIV & LOT:I;,. CREEKSIDE 3 PHASE 2 LOT #117=4 _ PROJECT# 04321.201 117 MODEL: 4EAB "1672-ARIA" GARAGE S W3[NC;: s LEFT PAGE: m I1 DETAILS �j r ,' I rl =dl MPH EXP. v ; tk ARCHrrECT: STATE OF FLORIDA I 021 MICHAEL C. AR LFEB D OR305 PRINT 21 22 " DATE: 02 / / SCALE: 1/4"=1'-7 SKEET 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/ 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.C. MAX -PRI. -EN(-'D WOOD TRUSS JYP) @ 24" O_C. MAX F(,R STRAPPING VERIFY Wr TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-O" O.0 MAX. GABLE END BRACING W/ PRE-ENG SCALE: 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8c LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FEB 2 6 202 MICHAEL C. ANDERN 0ARNO 1 PRINT DATE: 02 22 21 SCALE: 1/4"=1'-0" SHEET S3.118 (2) 2X4 No.2 SYP DIAL. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) X' BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL � FROM CENTER TO END UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS 1x2 SECURED W110d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE i I 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A j L CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2) 12d's @ EACH TRUSS GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE, 3/4"=1'-0" VTCR SPACING (1) AT EA r onin F'_M n SIDE VIEW PRE-ENGINEER`S VALLEY TRUSS CONNECTION Reviewed for Code Compliance 91 Universal Engineering Sciences a �d A %w p �\\� � \ate '�• FN \ 01 r qh 00 NJ sysDIV. & LOT: CREEKSIDE PHASE 2 LOT #117 PROJECT# 04321.201 117R1 MODEL: 4EAB "1672—ARIA" GARAGE SATING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLORIDA FEB 2 6 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2122 DATE: 02 / / SCALE: 1/4"=1'-Or' SHEET Sae 1C END GENERAL. NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". „�•. ;�. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND 'WOOD: - R ATH ED TO EARTH OR W CONCRETE EXPOSWEATHER - _ ARCHITECTURAL MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED NON -BEARING WOO _ ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN A R c x I TE c r s ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ALL WOOD FOR BEF ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, I PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON FOR STRUCTURAL CONCRETE, TMS 402/602-16.AISI SPECIFICATION FOR THE DESIGN OF .ELASTICITY = 1,400, S 6 EINCHES AND SEALED WITH ADHEIVE TAPE. P SEAMS LAPPED COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. PRESSURE TREATE SHALL BE RATEDTC ®E!SIgII ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TEl Group �« SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT FORM -WORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS SLABS COLUMNS WALLS REASON SHALL BE' EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE H April'21, 2021 0 EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE TI V 0 0 V S AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE 0 DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING P - Planning & Development Services- 2E ( 1 1 2R 2R O 2E TO THE ATTENTION OF THE ARCHITECT. PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION. OR OTHER NONSTRUCTURAL ITEMS Building & Code RegLilation Division �/ OF THE WORK: ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BL( 2300. Virginia Ave. g ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2 - 0 19 THE STRUCTURE IS DESIGNED TO BE SUPPORTING AND STABLE AFTER THE BUILDING Fort Pierce, Fl. 34982 V O 0 0 V IS COMPLETE. :IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES. AND UNTREATED WOOD (772)462-2172 V 0 0 V SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCAT 0 DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, V V O O V 19 TEMPORARY BRACING, GUYS -0RTIE-DOWNS. , WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD'RUM RE: . - Permit # V 000 00 V ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL D.R. Horton Homes O THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOU NDAnON AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3-O" OC, EACH WAY. TO BE DESIGNED AI Creekside Lot 117 V 0 ,, 0 ® 0 0 V 0 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. :. STRESS -GRADE LUI SEALED BY A PROF 'Response Letter V 0 0 O 0 V 0 DO NOT SCALE DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: V 0O 000 2R O V O ' 2R 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 CONNECTOR PLATE MEETING THE REM- - - - V „ 0 Q V GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE For the above listed project, the plans indicate 7/16" roof sheathing on Sheet SN1. 0 0 0 0 P 0 DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN FABRICATE This ' h1S 15ari eYYOT On the plans. The COIYCCt CallOUt shall 19/32 sheathing th1C1Q1eSS and 2R V OO 2R OO V CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL. AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FORM the correct reference for wind pressures is ASCE 7-16referenee. p O O 11 1 0 0 0 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf P REVIEW. COMMENTARY AND - V 0 0 �J 0 0 0 0 0 O V 0 0 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE. AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES V 0 0 `'�- 0 V 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" 0 V O „. 0 w.�0 O ® PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTL LOCATIONS WITH G - 0 ..�,�.,_.-_,..� �_ DEAD LOAD DEAD LOAD s FOR ADDITIONAL INFORMATION :INTERSECTIONS OF 15 psf TOP CHORD 20 Dsf TOP CHORD Reviewed for Code nvlOrn • 3 V V V V V V �a 2E V V V V V 3 a 7 psf ( p ) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS iN CM CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAP' Nance Un!vesal Engineering 9 10. psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB; BEAM OR LINTEL SUPPORTING THE WALL AT THE AND BOTTOM WITH Scien Bs "'kkk _ "'kkk DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHAL "A" HIP ROOF BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS STAIRS LIVE LOAD 40 psf ROOF WIND DESIGN PRESSURES WIND DEAD GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICE S AND AROUND CORNERS. DOWEL ROOF & FLOOR LAY - - - - NET (GROSS) ASCE 7-16 (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS'. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, I ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) LIVE LOADS:. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED - LAYOUT, SPANS & F ZONE 2e = 60.90 PSF 70.90) - ZONE 3e = 70.40 PSF (80.40) STORAGE: 20p5f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUC -- - _ ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) AND DECKS: 40psf GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf,PASSENGER - WITHOUT. THE APPROVAL OF THE ENGINEER. : STRUCTURAL ENGII ' ZONE 2r = 70.40 PSF (80.40) '... VEHICLE GARAGES: 50psf,.ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEEf "A'= 4'-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COI BASIC WIND SPEED:.160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH. ALL REQUIREMENTS OF THE LICENSED PRCFESE ), EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402,, BUILDING CODE REQUIREMENTS FOR MASONRY Should you have any questions, please feel free t0 contact me.. RISK CATAGORY: II 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 ST APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SC PROVIDED BY THE' SmCCT�ejj�, PRESSURE COEFFICIENT: +/- 0.18 _ _ _ _ .COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE I ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING TRUSS TO STIR OF THE DELEGATE[ AND CLADDING WN - ROOFDIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 7/16 STRUCTURAL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRU , - SHEATHING EXP 1(24/16) or 15/32".STRUCTURAL SHEATHING EXP 1 SHEATHING OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS, UNLESS -�_'` -: -:;: A--- 4 -_ 2 20� (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32 DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" _ - STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE WRITING BY TH THE COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8"'FO 1D". USE ONLY MECHANICAL VIBRATION EDGE SPACING) SEE DETAIL TO CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDA'IOW SITE PREPARATION: Ifif&chael C. Anders0ti NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS - TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE Fl0rl FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 OOD sf FOOTING -Axchitect.*kk17305 I OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK; 2 3/8" 0.113 170,000 RING (16-2D RINGS RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 0AC=0 nO T01100 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C, IN FIELD ppvll V J ZZ W Z (7 O C7 W se Z@ Q U 2 O In (7 z 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ud rn J_ Q U) J Z Z Y W Q LL 2 Z 1n Z O • I TYP.EXT. SHEATHING ATTACHMENT Z Z0 �Lu t7 w Y ca) 2 U N C Z V 2 a 00 rn W Q 0 Lu Y W U I' d a V BUILDING LENGTH D ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O'.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" D.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABEE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF �S #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS P 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 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 SOLI D WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT G EO-TECHN I CAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE www.abdesigngroup.com GEC -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6X BAR NO. (48BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE •�� ,:.=a =; MINIMUM DESIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: E N l BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL. STEEL SHALL COMPLY WITH THE - CONCRETE: _. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION Of' STRUCTURAL STEEL FOR BUILDINGS, SiJ�DI'V. LLO'1°m`zj, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: L A36/A36M, Fy = 36 ksi FOR ANGLES; PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM /'� TICS HI A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BEASTM A53/A53M. GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE C RE E KS IID E 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT. FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. PHASE 0 = Z F- F ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM. A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH -DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS LINDER THE TURNED ELEMENT. BOLTS q1 ry LOT 11 f O J � CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. m CONCRETE SHALL COMPLY WITH. ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN PROJECT# A r] 04321. 201 117 RI WATER. IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON MODEL: 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 ' 4EAB NON COMPLIANCE WITH THE ABOVE E 17167 2-ARIA" REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS', A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): GARAGE SWING: B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHERi - 1-1/2" FOR 95 AND SMALLER :a LEFT 2" FOR 96 AND LARGER i µ# C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS . PAGE: 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS DETAILS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS Ix PT FURRING TO CASE HARDENED COIL 8" OiC GARAGE DOOR BUCK V4" DIA. TAPCON MASONRY 1 1/2" EMBED_ 4" END DIST MASONRY / CONC. NAIL 1 1/2" LONG G TO MASONRYfCUNC. NO WASHER FASTENER 8" O/C , 1 1/2" EDGE DIST SGD AL. DR. DOORS CASE HARDENED COIL :9" OiC WINDOW/DOOR/FASTENED GARAGE DOOR BUCK 318" DIA. OR 16"O/C (3/8" DIA) 4" EMBED ED.. 4" END DIST., ix PT, SEE NOTE NAIL 1 7/2" LONG STAGGERED INTO MASONRVlCONC: TO.MASONRV/GONG. 112" DIA. EXPANSION.SOLT 24" DID 1/2" DIA ( ) 3" EDGE DIST. w/WASHER+ WINDOW BUCK CASE ' HARDENED COIL 9"O.G WINDOW/DOOR/FASTENED METAL STRAP TO �I p /+ p p p p CONTACT THIS ENGINEER FOR SPACING IxPT SEE NOTE NAIL x1/2".LONG, STAGGERED INTO MASONRYICONC. MASONRY/GONG REQUIREMENTS J EXT. SWING DOOR (2) 3l16"DIA TAPCON" i6 U/C 1 1/2" EMBED, 8" END NON -BEARING WOOD 7Y2"" EXPANSION 4" EMBED. 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FAST NEE DIST., 1 1/2" EDGE DIST. WALL TO.CONC. SLAB W/ WASHER BOLT 24 O!C DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0138° PAFx21/8 a O/C 4" END. DIST.,11/2" PT TO STEEL COL., SEE NOTE 6 Wf WASHER STAGGERED EDGE DIST N07E8 1. STAPLES SHALL NOT BE USED FOR ANY SI HILL CTURAL APPLI CATI ONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS 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 AS SPECIFIED. HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE 1 HE STRIC IER REQUIREMENT OF 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 WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED. W/ TAPCONS OR!PAF TO THE SUBSTRATE. 160 MPH EXP. C ARCHITECT STATE OF FLORIDA F B262021 MICHAEL C. ANDERSON AR NO V305 tl, PRIi , DATE: 02 22 21 // SCALE: 1 /4"=1'— 0" SHEET S I F