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HomeMy WebLinkAboutBuilding Plans.0 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. c 1430 CULVER [DRIVE NE, PALM BAY, FIL 32907 DESIGN CRITERIA: - FLORIDA BURDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES . CALC.'S LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 1438L6 CU. FT. Tel: (321) 733-7092 ABBREVIATIONS Fax: (321) 733-7972 ABV. ABOVE LAV. LAVATORY ABC AIR CONDITIONING LUIN. LUMINOUS A DJ. ADJUSTABLE M.C.. MEDICINE CABINET ALT, ALTERNATE MFR. MANUFACTURER ATvTP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESI ICED CL CENTER LINE MTD, MOUNTED CAB. CABINET MIL. METAL CLG, CEILING N.T.S. NOT TO SCALE CLR- CLEAR O.C. ON CENTER CONC. CONCRETE PT. PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON CT. CERAMIC TILL PH. PHONE U. DRYER PIT. PLATE DBI.- DOUBLE PLYWD- PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP, DISPOSAL RAD. RADIUS UP. DEEP R.AG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR U.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W'. DISHWASHER S.C. SOLID CORE FAT DR FA. EACH S.U. SMOKE. DETECTOR F,LEV. ELEVATION S.H. SINGLE. HUNG EQ, EQUAL SHT, SHEET EXIT EXHAUST SHTHG, SHEATHING EXT. EXTERIOR SHWR. SHOWER EG_FX. FIXED GLASS SINE SIMILAR P.G. FUEL GAS ST" SLIDING PIN. FINISH SL.(i L. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR, DR, FRENCH DOOR SECTION FTG. FOOTING TEM I', TEMPERED GLASS GA. GAUGE THK, THICK GAR. DISP. GARBAGE DISPOSAL T O C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL, GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.U. UNLESS NOTED ILB, HOSE BIB OTHERWISE ITC. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT, OR HT HEIGHT Wi WITH INSUL INSULATION Wv. WOOD INT. INTERIOR WDW. WINDOW WH WATER HEATER W'.L WROUGHT IRON REVISIONS DATE DESCRIPTION 01/08/18 511D SET ISSUED 01/15/18 2011 FBC UPDATE 01/29/18 BID SET RE -ISSUED 04/18/18 FOOTING REVISION PER M. BOLUES 02/22/19 PLAN MAINTENANCE — 03/28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/24/113 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE 06/21/19 ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARK 50uES 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 01/01/21 2020 FBC UPDATE INDFIX OF DRAWINGS ARCHITECTURAL SHEET ## DESCRIPTIOI'q PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-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-NOT USED PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET DESCRIPTION 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.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS Reviewed for Code PG SNl -DETAILS 91 UCompliance niversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ;�ppm %p um g 93 Zca v sysDiv e� LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT.- STATE OF FLORIDA i� \ MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 J rX%JLX. A 03 04 21 DATE: / / SCALE:1/4" V-0 SHEET r C I� r GENERAL NOTES wMw= 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) LINO. 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 200 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''/z 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 OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" IAYERS 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 3'- 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 8E 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 BE EQUIPPED WITH T F T APPLICATION OF TERMITE PROTECTIVE TREATMENT, AA 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 V2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONSAND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) R NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L 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 CUTTING 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''/z" 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. DREWOR WALL COVES 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FO R 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 1.5 TIMES THE DESIGN PRESSURE 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-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1"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 CONSTRUCM UNDER STAIR PROTECTION: 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. R3027, EXIERIOR 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) CONKRUCiION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS 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 BUILDERS/ 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. rmqpW "'eviewed for Code Compliance Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUDDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 04 21 SCALE: 1/4"=V-0" _U. ET ( ,I 10 ■® 3ROUND WIND DESIGN SEISMIC SIli3JECT TO DAMAGE FROM WINtER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERTLAYMENtHAZARDSe FREEZINCa ANUAL SPEED tOPOGRAPHIG 19EATHERING' FROSt LINE 1ERMITE LOAD (MPH) EFFECTS` CATAGORYr DEPTH TEMP REQUIRED'' INDEX' TEMPI NA WOO C NA NEGLIGABLE NA I VERY HEAVY 42 NA SEE suRvEyl NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBI R302.9.1 THROUGH FBI R302.94 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.101, 12'-0" 4 1v 1 101-01, 3'-10' (2) 3052-614 (2) 3052-SH 531 Isl ro _� ----__--- `r r U L•J ®LANAI d) QMG ROOM j 0'-8' GLG. BDRMLG. 2'-6" ®(2) 3052-SH _811 le 3'-101, 3'-4" 3'-101 6 _6 ry C.-97_ GREATROOM V-8' CLG. W.I.C. I I I 8'-8' GLG. e �p I I a cn I I tr Al -----A C4V. AI ON II'-8' GLG. --- %8 4,_4" 13' 8111111 3-9 3 0"i 3'-10° 3 0 '-611 �� ii�LLl c cY I 11SRI _J 0- ,CFI 2X8 IN - :A w �� j I ,n 17 � fi = © I II I— v e b N a' ro BATH #1 1 ,.. 11 G_JSHWR. PAN J u Q A� ®fir v . LAUN.J 8'-8' _ WH. GLG. I- 72 X� r 1 I ATTIC L-ACCE5.5—J OND BOLLARD AS REQ. PER BLDG. CODE -FOYER 8'-8' GARAGE 3 W/ 36'X12' S. 8'-8' CLG. HB 5" ENTRY (2) 3052-SH r 8'-8' GLG EGRESS11 -lip ------- -- — — — 8 6" 2 6 0 1 1, 4 -4 -0 1 A 16'-0" 2'-8 8'-4' 9'-411 > >i ,x ! s i g WALLS GABLE ROOFS:' t wit \ t S Y> f _ 3 A ;ABLE iRt QF` h 13 45, HIP ROOFSq as <0. 3V F a lwt aea aatetz € xttis i;€•I`<5 e>W FIGURE R301 2(7) , COMPONENT AND CLADDING PReSSOAt ZONES FLOOR PLAN SCALE: 1/4' = 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 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (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 BUCKING DETAILS FOR BUCKING 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 BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWI SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SPC.G ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVERHANG SEPARATION U-VALUE SHGC I 9'-8' 0'-10, 32 25 2 I'-0' 0'-V 35 29 3 I'-0' 0'-9' 35 29 4 W-W I'-4' b3 ': 32 5 9'-0' 01-9' 35 29 b 1'-0. 0'-9' I 35 29 1 1.0' 5'-4' 35. 29 EXTERIOR MASONRi` WALL BRCS. HEIGHTS SQ.FT. CALL. S LIVING GARAGE ENTRY LANAI 1612 432 38 96 50. FT. 5Q. FT. 5Q. FT. 5Q. FT. TOTAL 2235 50. FT. A/C VOLUME 14351.6 CU. FT. COiPOMW AW CLADLM MILD LOADS BASIC SW BMW FOR 3 SECM GUSTS OPEM AM TYPE SOUARE FOOTAGE ZOPE M WH WW lWD REMARKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA Sr a.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31B ryw. 1" °-,1"' ° 3orf 7 1 5 373/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DAIB OVW21 NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS. IL a O L ul DIM. VARIES (L � >r 0 ARCH DTL, B SCALE: 1/2 = 1'-0' Reviewed for Code Compliance Universal Engineering Sciences N 1 4i DBL. —r TOP PLATE 0 BAR DETAIL A SCALE: I/2'=1'-0' x { a 2194 H WY A1A, SUITE 301 7 INDIAN HARBOUR BEACH, E, FLORIDA 32937 us PH:321-802-3591 www.abdesigngroup.com AA #: 0003325 y k hi �I bj MMIN SLTHDI'V. 8e L )T: ,1 CREEKSIDE PHASE 2 LOT #1 PROJECT# I 04321.200 001Rln MODEL: 4EAB "1672—ARIA" r 7 I >NAltAGE SWING: r RIGHT µ A fi FLOOR F PLAN e, �160 MPH EXP. , ARCHITECT PI STATE OF FLORIDA I) 1� a '1 i MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 $A IT DATE: 001/04/21 SCALE: 1/4"=1'-0" SHEET At f SHINGLE 12 6r7 8'-8" E9RG. HGT.i,_ 1'-0° FYF'ON 5KTIIX17 OR f EQUIVALENT 4H I Il A ll 4' RAISED TYP. BAND (TYP) r 0'-O" FIN. FLR _ N 4 E:Q- Is Bill. 5LDG. H457- EQ FYPON LV12X24 OR EQUIVALENT ry A 2D I' 6' RAISED HAND (TYP.) I A ¢8'-8° E3RCs_ PGT. 8'-S" E3RC�_ PGT OFT. COACH IILIGHT _.j�V-0 FIN. FLR. FRONT ELEVA ION REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH SCALE: 1/4 I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PE FHCR T03.4 OFF RIDGE VENT OFF RIDGE YENt r_m11 TYP.I 0'-0" FIN, FLR. MIN. 4' GRADE " 8'-8" HRG. HGT.o__ 0'-0" FIN_ FLR.h,_ 1�6 tt r � 8'-8" 5R.G. HGT. -4 ---------------------- ---1___—00'-0" FIN. FLR. LEFT (ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 8'-8" SRCs. HGT 1'-0" -8" 4H ' A TYP: IL 0 -0" FIN. FLR. —---------------------------------- — - — - — - - — - --- MINA GRADE RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH i / 2' 1'-0' \ I = I I I I. I I I (OL.I.TDETAIL 1BReviewed for Code Compliance Universal Engineering Sciences AREA OF ATTIC = 2318 SQ. FT. NETFREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2318 /300 7.73 SQ. FT. 733 - 1112.64 SQ, IN. MIN. REQUIRED VENTILATION IN .4X 1112.64. UPPER PORTION OF ATTIC = 445.056 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS)r OFF RIDGE VENTILATION AREA _ 138 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 3.23 TOTAL# OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OFSOFFITREQUIREC 63.58 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.Com 4A # 0003325r J4 , 91 Y fd ly Fi F� f) "S " k„ L" F �lkIk } i � � I kw ? .a \tea N w .e I /s ` CREEKSIDE PHASE 2 LOT #1 PROJECT* 04321.200 OO1Rl MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C ARCHRECT- `'STATE OF FLORIDA i MAR 09 2021 MICHAEL C. ANDEFOON AR NO V305 �.ti .fir : 03 04 21 SCALE: 1/4"=1'-0" SHEET A2D IB ELECTRICAL LEGEND SYMM50L DEFINITION NOTES —{--1 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OF OUTLET WIRED TO WITCH T zMS G Ili OUTLET ime) rAU7 EQUIPED R ((TAMPEERR TER INTERUF'(TAMPER RESISTANT TYPE) 22OV OUTLET (4) WIRE CONNECTION }_ WF, EXi. WATERPROOF GROUND FAULT -tom GFI OUTLET. INTERRUPTER SWITCH SWITCH 3-WAY OPER vt4 SWITCH 4-WAY OPER. I—i1 -WALL MOUNTED I� LIGHT CEILING LIGHT © LED CLG LIGHT O V� LED VAPOR PROOF LIGHT O V10 VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CrM PER 862 FT. VENT. FAN I CF11 PER SQ. FT. W/LIGHT VANITY LIGHT FIXTURE CSP'EC'S T13D BY GUILDER) 41X2' FLUORESCENT 2-BULB WRAP ® LIGHT AROUND (RECESSED) 41X2 FLUORESCENT RES 2-BUL5 WRAF' ® LIGHT AROUND (SURFACE MINT.) 2'FLUORESCENT 4' FLUORESCENT R �I 4' TRACK LIGHT 0 PANEL METER Oi S.D. SMOKE DETECTOR BWATTHAR2UP WALL MOUNTED BAIT. BACK-UP Ste. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ®SMOKE S/CO CARBON MONOXIDEd DETECTOR HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT 'Y^ NATURAL GAS fl/ OUTLET PTELEPHONE JACK jH WATEHEATER R IGNITION SOURCE TO BE ELEVATED DISCONNECT •210V AIR GONpITIONING TO LLJN,O. '�'/ DISCONNECT THIS SIB -SET H TV I L�J TELEVISION JACK CEILING, BOX REQUIRED O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH FOR INSPECTION BOX REQUIRED TO EI&JF'PORTED IN TO E B CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION t1 f'f fl 24' INCANDESCENT C� LIGHT STRIP 36' INCANDESCENT nnnnnn o LIGHT STRIP nnn 4S' INCANDESCENT LIGHT STRIP FLOOD LIGHT OFrr. SECURITY KP KEYPAD . PUS. PUSH-BUTTON FOR CHIMES 0-� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR TTW EDITION (2020) t NEC 21012 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 P5CR 1TH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF EEITH ED l20202 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE EVER/•Y EFFICIENT TYPE PER F_.. ENER Y .-...invm...ri.,.i iiECA1P]EIJTIAI CAIF�Y FFF�2020. th EDITION R4044,1 OPT. � l COACH — ''--------- LIGHT ELECTRICAL PLAN SCALE- 1/4' :� I'-0' "ITER FIELD /ERIFY LOG. WP Panel MAIN - A PANEL: 8116wp cot. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C'B FEEDER 3-#1 Cu THV\rN & 1 #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THVVN u 1- #6 Cu (G) In 1 112" C. Wire Pole Bkr Description Watts I circuit Circuit I watts Description Bkr Pole Wire. #12 1 20 E#error Receptacle GFI for TUG 1200 1 2 Space #12 " 7-0 Imgation Pump 1000 .3 4 Space _- 5 6 4680 -.-- A/C C.U.-t 30 2 #10 — --- PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 150 Amp M L.O. FEEDER 3- #1 Cu THNJN & 1 #FoCu (G) in 1 1/2" C OR 3- #2/0 AL THWN & 1-#6 Cu (G) In 1 1,/2" C. Wire Pole Bkr Description Watts Circuit Circuit Wafts Description Bkr Pole Wire # 12 1 2C Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 20 hllicrowa�el Hood GFI 1800 3 4 #12 _ _I 1 20 Small Appliance 1500 S 6 4500 Water Heater 25 2 #10. # 12 1 20. Refigeratcr GFl 1500 7 8 #12— #12 1 'I 20 Dining Receptacles AFCI: 1500 9 10 1200 Disposal GFI 20 1 W2. 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #12 1 20 Foyer l Hall i Laundry AFCI 1200 13 14 5000 Dryer GFI 30 2 #10' #14 'I 15 Great Room, Lanai & Dining Lights AFCI 900 15 16 Space 17 18 1500 Washer OR 20 1 #12 - #14 -_—_1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 "G Red #2 & #i 1 Bath-#2 AFCI 1200 21 23 22 1200 Garage Us & Receptacles GFI 20 1 #12 Space Space 24 900 Owner's Suite AFCI 15 1 #14 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space Z�' 28 1000 Edenor Lights andRecpt GFI 20 1 #12 Space 29 30 1000 Irrigation controls only 20 #12' Space. 31 $2 Space _ Space 33 34 Space -.:'. 35 Space_-- Space A/C AHU-1 _ — ;Heater 5 KVA at 65% 35 36 Space_. 37 38 Space._ #3 5120 39 40 -..-. Space 41. 42 Space Load subject to demand factor calculations / line 15400 27'.700 Load subject to demand factor calculations ( line — Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI:: GROUND: FAULT INTERRUPTER Total load subject to demand factor 43100 F lost 10000 veaf I s at 100% 10000 Remaining yr arts at 40% 13240 Total A+ load 9800 10% for ruture growth LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps ('Watts 1 240 volts) 137.7 °L I I i I I a I I I I C I I � I LED LIGHTING C 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 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 P✓G CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 93 Reviewed for Code Compliance Universal Engineering Sciences LED LIGHTING C SINGLE LAV. 5ATH 02 PROVIDE 342/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. BE.R (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MGB TELEPHONE SERVICE ENTRANCE EQWFMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP 7/!40 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 1TH EDITION (2029)), 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHR'ECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 rsaa r JL DATE: 03 04 21 SCALY: 1 /4"=1' — 0" SHEET El r a F a I o0 0 IEJ 0 -- I II I I I I II I I i o I I I aEl II I II D 10'-71 V n - - N II I z OO I I 0 d) IO I I I I I I I -- 10 I II I I El I n I I III I��III L L L V. CA � III I � m III I 36'X60" III � I C I Hwra PAN � `----" LAV. W/ ENCL r �m I N4._ ii I I LAV. OND II iC. II El - - N /V El El PLUMBING PLAN SCALE: 1/4 = I'-0' TU KITCHEN SINK w/ AUTO VENT (RIGHT ALTERNATE) PLUMBING RISER Reviewed for Code Compliance Universal Engineering 91 Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU39 V. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DAINT TE: 03/04/21 SCALE: 1/4"=1'-0" SHEET PI a 4 J MECHANICAL PLAN SCALE: 1/4 = 1'-0' :E] R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CM - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 Reviewed for Code 91 Compliance Universal Engineering Sciences SUMDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT* 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C [PRINT I)ATE: 0q�04�201" SCALE: 1 /SHEET PER FLR PLAN I/2' cLG. 1 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX I 0 -0' FIN. FLR 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 624' 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 IV O.C. OR, NOT LESS THAN 2xro, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON- BRG. SCALE: 3/4'=1'-O' 0 3 5/8' OR 5 3/8" 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' I/2' DRYWALL GORJER BEAD METAL STUDS 24' oz. 1R' THICK 2 COAT — POWILAND a, Cm SEE 20 GA METAL TO BE 3 5/8 OR PLASTERAPPLIEDREIWORCEwIk�.IT STRUCTURAL FOR INSTALLED IN WALLS 5 3/8" DIRECTLY TO M,SONRr RECEIVING UPPER/ BOTTOM ATTACHED TO FILL AS LOWER CABINETS 5" 5" D iA. SLEEVE, CELL PER AND TUB/SHOWER 25 CHANNEL (25 GA") NOT CUT PRODUCT APPROVAL REQ GA. METAL TO BE INSTALLED IN ALL SECURED RE5AR -, -CALK � SE'- SEALANT 4 BACKER ROD OTHER WALLS. STUDS TO GONG PIPE WEATHER STRIP TO BE SPACED 16' FLOOR W/ 3/4' PAF E BOND SEAM O NOT CUT r.Ae LIME �I;' rvc SLEEVE FOR GAS LINE MOULDING ALL AROUND ter MANUF.) O.G. AT 2ND FLOOR WALLS ADJACENT TO TO WOOD SOLID GROUT THE BOND � w GALV. STEEL TRACK BRACKETSIFASTENE DOOR STAIR WELLS AND FLOOR FLOOR W/ W/ C D- #5 BEAM � eD TO BATHROOM WALLS W/ I/4 WOOD (2) COURSE REBARS WOOD 5ASE WOOD JAMB PER PRODUCT OVERHEAD DOOR TILE FINISH SCREW -- -- —_ a • APPROVAL REQ VERTICAL TRACK IN. BY OTHERS WOOD BASEBOARD a ® ��. � BY MAUF" S FASTENED TO SLIDE . "• : TRAGIC BRACKETSRoots W/ PRODUCT - :. a .. .. . '. •n:_ 4: APPROVAL IEQ 1-STORY \—FINISH FLOOR TYP. INT. WALL METAL STUDS �A1 (NON-BRG.) DV SCALE: 1/2"=I'-0" 2AIPIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR S05.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR S05.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI THICKNESS AS PER SECURED PER SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH GLG. BOARD REFERENCE PER ELEVATION STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRIE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE 2x FASCIA PER 1 ,0 2x FASCIA PER ELEVATIONS O.H. :r ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. I/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER IEp I/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED` 1/2' GYP. WL. Bp. a DIRECTLY t0 MASONRY WOOD BASE 0'-0" FIN- FLR 0'-0' FIN. FLR d' .14.- dq e d a. a W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING: NOTE: PER SECTION F5CR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 5 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT p� SCALE: 3/4'=r-0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6I51 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 505"I.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 MA; I/2' THICK, 2 Co PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR 4 213 GAS LINE THRU BLOCK D1 SCALE. 1/2'•1'-0' i-2X4 SPF 24' O.C. MAX.—� SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH GLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS is 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 3 � GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0'. FiBER!sLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE \ `MTL. DRIP EDGE 5 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 a- e d' A. a. d 46 d6 e a n W/ WINDOW OPENING TYP. WALL SECTION U No oPENINCx 6 1-STORY GABLE BLOCK WALL SCALE: 3/4'=1'-0' CMU 0'-0' FIN. FLR Reviewed for Code Compliance Universal Engineering Sciences 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 *111. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper ,joint expansion and contraction, ASTM C1281, AAMA 512, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as Flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 k 0% SLTSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 00IR1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04 21 DATE: / / SCALE: 1/4"=1'-0" SHEET TOP: 2X6 P.T.' s• CENTER OF DOOR HEADER SECURED W/ (1) 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 1/8' WASHER 4 NUT-7 SECURE 2x4 ONJ FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED IF W/ (5) 1/2' X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0' WASHER 4 NUT, (1) WITHIN a, OF;tOP, (I) WITHIN 8' OF THE BTM, (3)EVENLY $PACED. 100r NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (T)BUCK ATTACHMENT SCALE: V2'.r-®' 1x4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 18' CZ. MAX SPACING a, 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 1/40) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CBS SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN B' OF EACH END 4 10' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W10) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. IN1 S' CMU 1/2' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/40) DOOR JAMB TO BLOCK +1 1/2" �N DOW TO BLOCK +1 1/2" DRYWALL I'X4' P.T. NAILER DOOR CASING ❑ A 2X4 CEO 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: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 IS' O.G. MAX SPACING 1/2' DRYWALL 2X8: CM0 ❑ SECURE TO BLOCK I,X4, W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE .14b 1/16' 0.9.5. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT I I/4') DOOR CASING WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" \WINDOW TO BLOCK +1 15/16" 2X4: IZI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHAW, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: 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 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU ❑ 1/2' DRYWALL 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 1/4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" 2x4: IZI SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: CSM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 15' O.C. 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" E ., 2)(4: IZI SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' O.G. MAX SPACING. 2X6: 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 4 18' O.G. MAX SPACING. 2X8: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2n2d WITHIN 8' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" W Tn BLOCK +�" 2X4: CEM SECURE TO BLOCK W/ 114' 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: MM 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.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK WK2) 1/4' 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. — I I i 8' CMU ❑ 1/2' DRYWALL 1'X4' P.t. NAILER -1/16' O.B.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1:/47 DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ IM' 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: CEO 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: 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' OTC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK I NI 8' CMU I/2' DRYWALL ❑ 1'X4' P.T. NAILER 4 1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" .y DOOR FRAMING [B Reviewed for Code Compliance Universal Engineering Sciences DRYWALL BURRING RIP 2X10 TO 8-T/8'W HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQUIREMENTS �l�+KTe 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVBDIV. de LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 00IR1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DATE: 03/04/21 SCALE: 1 /4"=1' — 0" SHEET D2 NOTE: IF ZIP SHEATHING SYSTEM IS 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 a 1. O.G. MAX VERTICALLY 1 THICK, 3 COAT CEMENT PLASTER WRB LAYER 62, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED a1' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR T/I6' ZIP SHEATHING SYSTEM NNSTALLED PER a TO }' GA"IN. P LATH SHALL NOT BE CONTINUOUS 6' TO 0' MIN. 6' TO a' MW THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: / STRUCTURAL SCUD 1. F FOR LATH TO BE NAILS OR\ STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.04T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' ■ VERTICAL LAPS (ROLL e ENDS) ! 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I" "IN LAP • METAL_LAiN 6" MIN PAPER LAP BELOW ONLY / WRIS LAYER 02, FORTIREIER BUILDING PAPER SCALE: 1 1/2'.I'-& LATH VERTICAL LAP TO BE I' METAL LATH I WRB LAYER 01, STUCCO WRAP I J VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES / N, WOOD STUD: \ NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES 614ALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING- 1 FRAMING MEMBERS. PAPER O"M" TYPE CONTROL JOINT THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID4164N. (12I-MM) STUCCO — OL FOLD INWAII • FIT. A OL FOLD INWARD • F'T_ A 2. CREASE • FT. B FO OL FOLD INWARD a ® t FOLD INWARD • Pr. A PT. A 2. cIEAeE • Pr. B 2. CREASE a PT. B 3. CREASE • Pr. C 3. CREASE • PT. C 4. FOLD PT. C OVER Pt. B TILL PT. C TOUCII BOTTOM RANGE ® ®FOLD SHIwP r ROOFINGS DRIP EDGE= OVERLAP 3'. EXTEND 1//' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX �.Ah1fiE L WATER TIGHT SEAL. FOLD, QQ NQj CUT. i' THICK, 3 COAT CEMENT PLASTER (9RAME), 1/2. 2 COAT CEMENT PLASTER (CI'N) WRB LAYER 02, FORTIFIBER BUILDING PAPER(q¢ate ONLY) WRB LAYER'(, STUCCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDMG WRAP OVER NAILING FLANGE, STOP UlIRB Ate. I X' ABOVE SHINGLES tTiR l ONLY; FRAI1E OR CM EXTERIOR — - 16']OFAILLLL st�cen SxD WALL fl.ASFNNG ..3<0 r KICK -OUT FLASkWx (SEE DETAIL; o a" FASCIA WRAP ® KICKOUT a.� IOWN MAM II 0 R4 WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063. NOTE: THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WPM LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER Moliil 9PEGbJ LAP ® LATH LAP ® PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL ! STICK L„ 5 N.T.S. -11161 ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU -WRB LAYER *1, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB E TAPE OVER ROOF/WALL SCREED 5'IXSI' "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS LASHING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE 'W/ HOUSE 4• WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION ii5�::;-':::: CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP 11 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIFE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Wx6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SE�AEKING MEMBRANE ING WRB LAYER 01, STUCCO WRAP - WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATM OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) 3� �I� i�ENETRATION N.T.Q. 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. TAIL (F 1�-IE) Reviewed for Code Compliance Universal Engineering Sciences DRAINAGE FLANE (UJR5 LATER 1*1) STUCCO WRA1=) UJR5 LAYER *2 (FORTI1`I5ER-'-'-'-'-'- BUILDING FAFER) i'IETAL LATH x x x x STUCCO E 1. 4 d.. . a WOOD OR 7/1roII V= WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1* fTAL LATH: LATH TO 5E FER SECTION R703.�1.1 /)4ST1�1 C-8-4-1-1.4a) 1„I1N. 2.5 L55. FER SO. FARO ( UT I L I T`1' OR NOi" I INAL LATH DOES NOT 1 1EET SFECFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT01 04321.200 001R1 MODEL 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT- MAR 0 9 2021 LMICHAEL C. ANDEFWN AR NO 17305 PRINT DATE: 030421 / / SCALE: 1/4"=1'-0" NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I I I BACKER ROD WRB LAYER 01, STUCCO WRAP DRYER INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 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 ALL LLOUNDS !Y4' CAULKING + JOINT Exterior lathingl and�aet 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. HOODED VENT THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING ENT (FRAME) - LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER *2 (PORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO e •.. WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — NOTE- METAL LATH: LATH TO SE PER SECTION R-103.1.1 / ASTM G-84-1-14a, MIN. 2.5 1-55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) ELEC_ METED VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING OVER QUICK PIPE THROUGH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ,y1C>=AA 1L,0 1CC�.0 vC 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 -("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 SHEATHIT APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER (00 MIN GRAPE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST E F #1 STE F #3 WOOD CONSTRUCTION 8' CMU 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LATER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH l/8' TEXTURED FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T O.C. MAX V TO )9 MID -WALL WEEP SCIREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �_l WRB LAYER "I, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING N GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STF # ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH Reviewed for Code nce 93Univer arl En Engine Sciences erinp nces 5 T E F #F5 5 T E F #ro 0 ELECTRICAL RECEPTACLE 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 kk V tw ce SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 77305 ti LSM i DATE: /04 03 21 E/ SCALE: 1/4"=1'-0" SHEET �' , 6 u G 6 m LEGEND DRAINAGE PLANE CURB LAYER #1, STUCCO WRAP) WRB LATER 012 CFORTIFIBER - - - - - - - - BUILDING RAVER) METAL LATH x x x x STUCCO °...; °....... WOOD OR 1/16" ZIP WALL 5HEATHINCH SELF-ADHE5IVE FLA5HING - - - - - 2 1/2" ��CORNER ]BEAD JL II JL! f CORNER BEAD (FASTENER 4 SPACING -m 1" O.G.) Mill! 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0) BLOCK 1BReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 . y � Mt F� f II��33 V Grp \\\\ _i G� 11ii \\\ 106 g Nil -X ,. mcIN V SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJEC T# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDER AR NO 17305 PRINT 2104 DATE: 03 / / SCALE: 1/4"-l'-0" 1 SHEET L 2x6 5U15-15AND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK DRIP EDGE -I/8" TEXTURED FINISH 'a WOOD 1/2' TEXTURED FINISH 6 CMU 1\ I\ I\ I\ I \ I \ METAL FASCIA \ WRAP 4' FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ 1 (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB SAND ONLY 7 7- rA`)ELEVAtION a 1 METAL FA 2X6 SU5 E ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 3" TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH 16) CMU 2x6 SUB -BAND W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL l/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR cMu WRE, LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 412, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDG5 METAL KICK OUT NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/126 NAILS KJ"-8" O.G. MAX. 2x 5U5-5AND W/tY"x4" NOTCH e END METAL FASCIA WRAP ®I DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Cal WALL W/KICK-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 5U5-5AND W/lY"x4" NOTCH END, WRAPPED IN PEEL d STICK *ROOF CEMENT -6 ROOF EDGE OMITTED FOR CLARITY 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/11�"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 STJBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT* 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrrECT MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ri iUm a 2104 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR 38'-8° , COMPACTING REQUIREMENTS. 26 -8' ? _ 2. TOP OF FINISHED SLAB SHALL BE +-10" 12'-0' 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED 9'_g" 13'-4" 3'-10" OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. EXTEND :' 6 PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: SLA 11/2" PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL ❑ . 0 DRAWINGS. - — FM-12X1 — — FM-12X18 3 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE 4" CONC. 00 1 1.1 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS v SLAB IN 1.1 I AND WITH THE MANUFACTURES SPECIFICATIONS. 6 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 0p I 04 w I a I 11.GINDICATES #5 BAR DINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL c6o + I 3 112" O 0 REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE ILL rn F-24X24 I HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 3'-2" 6'-4' 2'-6" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. CD 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 10 0 � - 30", #6 "), AND REINFORCING SHALL BE CONTINUOUS. • — 1.1 I 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL FM-12 18 I' REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE 1 I SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 1.1 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 SIDE FALL OPENINGS D ALL CORNERS C EACH S O ) 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS402/602-16, 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" ' o TOP OF SLAB 1" PVC CHASE a0 I MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND FOR ELEC. @ x 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED ISLAND I 3'-0" O/C MAX SEE PLAN FOR WWM SIZE INSPECTOR NOTE: 1 1. STRUCTURE WAS DESIGNED BASED ON THE 2020.FLORIDA RESIDENTIAL BUILDING M I CODE, RESIDENTIAL, 7th EDITION «5 qi II ILL .,n II ....I I�I I 19, 0, 19'_0"Lin co t o O a I ti v I EXTEND —4" PVC SLAB 1 1/2" CHASErl TE 1 5 1/2" v 4" CONC. N \ SLAB 5 1.1 2, 4, i 1 T 8" T� OP OF co 2'-8" M 18 0 �3 SLAB 36 M I I _ x 1.1 U 1 � o w SLAB SCHEDULE ' SLAB THICKNESS REINF. REMARKS 6x6 W1 4xW1 4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. o O a I ti v I EXTEND —4" PVC SLAB 1 1/2" CHASErl TE 1 5 1/2" v 4" CONC. N \ SLAB 5 1.1 2, 4, i 1 T 8" T� OP OF co 2'-8" M 18 0 �3 SLAB 36 M I I _ x 1.1 U 1 � o w SLAB SCHEDULE ' SLAB THICKNESS REINF. REMARKS 6x6 W1 4xW1 4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. 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-12x18 12" CONTINUOUS 18.1 (2) #5's (+)0.0" FMC-12x18 12" CONTINUOUS 181, (2) #5's- #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #Ss O0"-4" ) FM-12x12 12" CONTINUOUS 12" (2) #5's (-)0'-4" TE_1 8" - SEE PLAN 8" (1) #5's (- 0'-0" 1.1 EXTEND N o 2 SECURE A/C SIMPS❑N WB STRAP T❑ SLAB 1 1/2" cn 1,1 STRAP ❑R Ur11i (ROLLFM-12X18 CONIC, W/ --F-- o0 4 EQUAL (2)-3/16'X2' EQUAL@ EACH I TAP -CONS CORNER ❑F 14 CONC. LL� N UNIT • SLABa LulLu 6",3,_5, 5" ILL I 3 1/2" 0 a1 04 C❑NC. SECURE STRAP TO — — — �� I I 2 FMC-12X18 P-1 7 1/2"FMC- 44L FM-12 18 1.1 12X18 1.1 FM-12X18o �1ax1s 8'-61, 2,_6„ 2,_0" 4'_4" 2r_0„ 16,_0" 2'-8'' 11, 0 8,-4" 19'-4" 38,_8" FOUNDATION PLAN SCALE: 1/4, _ 1'-0, I SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL iiiiiii Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 2937 PH: 321-802-3591 Iw www.abdeeigngroup.com AA #: 0003325 d IUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 00IR1 MODEL: 4EAB "I "1672-ARIA" I: C%ARAGE SWING: 4r RIGHT i PAGE: I A FOUNDATION PLAN ARCHITECT STATEOF A IDA F r I I MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 04 21 StCAT 111/4'1 -0� SHEET S 1 •r 1--4 11 1 Z Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o } } of H SPACING REQUIREMENTS Fv W q W m U m 0 00 8" CMU WALL U O 9 o CO�^ < " ° TOP OF SLAB 1�� I- a. SEE SLAB SCHEDULE EXT. PORCH SLAB d e 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION a 6" CHAMFER (2-STORY) JOINT (WHERE + ' APPLICABLE) Z ' SEE SCHEDULE 2i FOR WxD, BAR SIZE N AND BAR QUANTITY EXTERIOR MONO -FOOTING BOLLARD n LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS. 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 W\2D - WALL W! SYPLIDSEE PLANS FOR SLE BTM. PLATE TPROVIDE DEL 0 eh SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" W W Of Q STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL TOP OF SLAB VARIES 4 SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 112" ISOLATION L;-�__ _ 6" CHAMFER (2-STORY)JOINT (WHERE i SEE SCHEDULE APPLICABLE) z a' FOR WxD. BAR SIZE AND BAR QUANTITY 04 2 EXTERIOR MONO -FOOTING @SCALE, GARAGE W : 2" CAPPED j NEW REINF. BAR GALVANIZED PIPE O a- SECURED W/ 2- PART W/FLANGE @ BASE a I EPDXY. MIN. EMBED J Q 8", UNO Q p FOLLOW ALL MANF. � SPECIFICATIONS FOR Q I USE AND SECURE FLANGE TO rn F=- Co PREPARATION OF SLAB W/(4) 1/4" X 2 1/4" (D v W 4" 4" HOLE. TAPCONS J O O M o �O -4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCK G RE B .PLATE TO LA d MASONRY NAIL TAGGERED- IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE Z 00 ® 4 SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION OD WALL SCALE: 3/4"=V-0" (NO LIFT) ADDING BAR TO MONOLITHIC FOUNDATION 0 coZ. 1 SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY MONOLITHIC FOOTING ov D 4 D . Dv rT D T D _ v _ FM P . - CORNER BARS, SAME SIZE AS LARGER BAR v DI IN FOUNDATION WITH 30" LEG EACH $ " WAY AT ALL CHANGES IN DIRECTIONS ..D ° SO THAT THE STEEL REINF IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS v :5i LL CONTNUOUS STEEL MONOLITHIC v FOOTING REINFORCEMENT SEE SCHEDULE _kj� WHEN TRANSITIONS ARE! MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS.4"O/CBTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DEL. OF PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" TOP OF SLAB 7, . a ° a d d. u EQ 4 . • A EQ�—SEE SCH ULE ' FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE3l4"=V-0" (W/ UPLIFT SCALE3/4"=V-0" VERIFY HEIGHT OF WALL W! PLAN PROVIDE BLO ING VRA TE TO SLABW/NCHOR W12"HIGH STRENGTH BED. MIN. @ 16" OC to w of I SEE SLAB SCHEDULE cc a 8" CMU W POURED LINTEL CONT. (TYP.) '- 0 -0 8" CMU FILLED CELL (TYP.) ' RCOL. TOP OF SLAB W ° °2X WALL FRAMING EE SLAB SCHEDULE 1/2" DIA.SIMPSON STB2 BOLTS 5" e ' ° MINIMUM EMBEDMENT INTO LATED" COLUMN PADGROUTED CELL. 4" FROM ENDS AND '.TERED UNDER WALL AND 16" O.C. VERTICALLY MAX RED MONOLITHICALLY WITH — NDATION AND SLAB LESIZEN TY1'MBINRIO MONO- OOTINL. P SCA :3/4"=1'-0" INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=T-0" RB FOR SONRY ITS SET ELEV: RECESS AROUND GARAGE 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 DEL. TOP PLATE In w Of SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE SLAB a _ ° ■ �� 4. e EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE XXX AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) Reviewed for Code Compliance iniversal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDEFWN AR NO T73M IPRrNT DATE: 03/04/21 SCALE: 1 /4"=1' — 0" SHEET S1.1A A i a � ., ' 17'-0" I� -- ---X 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 Ad, an �r ILI 3C X SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672—.ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHrrECT- STA OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 DOWEL PLAN Reviewed for Cade ---- — Compliance SCALE: 1/4 =1 —O Universal Engineering SCALE: 1/4" = T-0" Sciences .SHEET S1.2 ° d ° z e' e N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM r, VARIES PER ELEV. ° ° d .41 d .Ile Q a. Q CLEAN OUT REQUIRED FOR INSPECTION m N e � a O o 0'-0" FIN. FLR. ° TIE TICAL REBAR -AA° e' ° TO HORIZONTAL REBAR W/ 10" HOOK ° ° Lij z� �o U F W HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a SPACING REQUIREMENTS a_ Qw m U � J Of = Z 8" C M U WALL O o� 0 co SEE SLAB SCHEDULE EXT. PORCH SLAB p d. 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE - 6 APPLICABLE) Z ` MATCH STEEL REINFORCEMENT PER SCHEDULE 6" PVC CHASE N THRU FOOTING SEE SCHEDULE +_ u -u OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" Z ry, MO U FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE &Hi" OOTING CALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE ING CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS T 3 SCALE:3/4"=T-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 wwwa bd es i gngrou p. co m 0003325 SVBDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2104 03 / / Reviewed for Code Compliance 91 DATE' SCALE: 1/4"=1'- 0" Universal Engineering 11S Sciences „SHEET 1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (91 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, FILLALL 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 y 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 TORE 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. 8i 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 j SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WIt,H 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 HAVEBEENDESIGNED'BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK (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 .S = OP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK q DESCRIPTION fc (psi) SIZE W'xH' REINFORCEMENT STIRRUPS R MARKS BTM TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 (1) #5 — NIA — GROUTED SOLID - SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 8F 16 -1 T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B m m 2 ;p b - 0 0 :.LL LL ' OD °D GT $F 16-1 T/0M/06 a s Y o Co UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8" LINO. ® RemeweaiorUode Compliance LIFT BEAM PLAN SCALE: 1/4" = 1'-0" Universal Engmeenng Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abde:signgroup.com AA #: 0003325 A ( Ir -WMr r `a T =I0': CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: t RIGHT PAGE: LIFT BEAM PLANAND NOTES �, 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA MAR 0 9 2021 fz MICHAEL C. ANDERSOI'? AR NO 17305 {,> k` 03 04 l C'ALE:1/4 ,,-A IEET #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30"TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO - AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE 3/4"=V-0" DBL, BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT 10 AS SHOWN rp„ 2 0 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS r AT CORNER STEP SCAI F' 3/4"=1'-0 PROVIDE 3' DIA. HO-E INi LINTEL SO THAT VE T. REINF. BAR CONTIN ES THROUGH LINTEL s _E REINF: BAR(S), 'ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS SGALL: 314"=1 -U" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8X6" 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (E\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c $ PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8 x16' �p FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 0 / 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. / R �\\A 0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. • G 8x8 BOND BEAM • OQ�\� W/ (1) #5 BAR F F = FILLED W/ GROUT O�Y\O U =UNFILLED GROUT SOLID FF NOMINAL LINTEL. TO TOP C C # OF #5 S, IN 2ND BOND WIDTH BEAM, IF FILLED BEAM COURSE \� o 6_ � -�'�� M p g 8x8 PRE -CAST C( NOMINAL —�� LENGTH OLINTEL. W/ F BAR I Q HEIGHT # OF #51S, TOP OPENING -2" IT IS THIS ENGINEER'S INTENT BOND BEAM. COURSE OR THAT XFXX - 1T/1M/06 INDICATES A DOUBLE BOND BEAM /#OF #5'S, BOTTOM 8x8 PRE -CAST C( AND XFXX-1T/0MI0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL.,W/O STE IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 A TAPCON OR DRIVE PIN (MIN ¶�f(� SHANK SIZE 145 MIN HEAD WIN PRE -CA: WINDON SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE CHANGEIN ELEVATION OF BONG BEAM SCALE: 3/4"=1'-0 SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX- MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 14') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W' EMBEDMENT 2x8 (MIN 2 X3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL 5 SCALE' 3/4"=1'-0" Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 ` www. a bd es i gngrou p. co m %$ AA #: 0003325 11 I �I 1 R -`I SVSDIV. 8e' LOT: CREEKSIDE PHASE 2 LOT1 PROJECT# �W 3 04321.200 00� MODEL: 4EAB "1672—ARIA" _ ,GWARAGE SWING: RIGHT PAGE: J ry'n DETAILS 1160 f ) I 4 MPH EXP. C ARCHFTECT STATE OF FLOR1I 1 L MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 04 21 (7 4'10: 1/4"=1'-0 SHEET 1S2. I A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELSIT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818•OB 18-1T/01211 1T/OB 1TA6 1T/013 -1TA6 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8/181T 8/Z01T 8/24-1T 8J2&1T 8J32-IT e/e-1B 164T/1 IT/IB 1Tns 8-IT/1B 2-IT/IB 8/8.n 8/16.7f v2o-u aa4-2T &28-2T eW22T 3'-0" PRECAST 1436 952 3114 4217 5321 6426 7531 3'$" PRECAST 689 1024 3'$' PRECAST 150 3524 4394 5283 6132 7001 2,� 6113 em 7708 9031 10000 150 3524 4394 5M 6132 7001 4'4" PRECAST 1065 700 2305 3125 3945 4765 5587 41-0" PRECAST 514 763 4'4r _ PRECAST I36,9 3080 3816 45M 5325 W79 1961 6113 7192 ISM 7627 8751 IMI 3080 U15 4570 5325 WM 41-0" PRECAST 819 533 I770 2400 3033 MIS 4300 V-6w PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 lea 5743 7547 9752 6541 7585 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 25NO 3123 36M 4249 5'�" PRECAST 411 411 5'�' PRECAST 1016 law2374 2044 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" 909 1499 1971 2443 2915 3387 1161 3093 5877 em 6548 5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 892 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 _PRECAST 6'$' PRECAST 835 1201 1578F2426 2332 2709 1139 32V 4598 7054 10000 8825 835 1888 2329 3251 3712 T-6" PRECAST 570 938 2498 �� Zee 3191 3685 T-0" PRECAST 303 534 7'-0" PRECAST 716 900 1181 1743 2025 938 2498 3408 4864 7007 6472 727 1624 2025 2827 3228 9'-4" PRECAST 428 633 9'-4" PRECAST 192 384 _ 7-4m PRECAST 454 5867671129 1310 sn 16 4 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 467 1247 1787 1904 2183 2028 10'-0" PRECAST 151 301 10'-0' PRECAST 358 468 012 756 899 1042 r55 0 1407 1807 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 330 544 1312 1742 2252 2888 3830 1 T-4" PRECAST 132 417 1 1 V-4" PRECAST 430 406 530 653 777 872 5" 1312 1742 2262 2666 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 849 1300 1580 1314 1476 13'�" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 675 N5 414 1045 1385 1732 2316 2805 S96 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 198 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 528 809 � � 1272 low 198 �9 378 717 961 1192 975 1133 14-0" PRESTRESSED N.R. NR NR NR NR NR NR 14-8" PRESTRESSED N.R. 283 " 14-8 PRESTRESSED 239 422 506 626 746 us �r8 1079 1429 1924 2277 2712 246 663 900 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. N.R. 252 183 _ 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 - 618 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 4 lr " PRESTRESSED IT-4" PRESTRESSED 187 —a--- 326 385 451 687 ow 300 856 1121 1413 1739 2047 192 _ 508 720 501 1135 1312 19'-4" PRESTRESSED N.R.JNR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348 430 513 595 736 959 1200 1467 1716 166 429 623 803 959 1098 2114" PRESTRESSED N.R.598 NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 833 1038 Ilse 1458 142 373 537 690 816 943 2Z-0" PRESTRESSED N.R. NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 _ 22'-0" PRESTRESSED 137 225 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 -0 24'" PRESTRESSED 124 174 245 302 300 418 129 460 654 VA 1074 1147 124 319 455 01 687 793 - 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 9 1BReviewed for Code Compliance Universal Engineering Sciences 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 #1 PROJECT# 04321.200 00IR1 MODEL: 4EAB "1672- ARIA" GARAGE SITING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305ld PRINT DATE: / / 03 04 21 SCALE: 1/4"=V-0" SHEET S2.2A 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 P8S36, .177" D 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. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. 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 BE FROM THE CENTER OF THE COLUMN. ENDJACK RF APPI If GIRDERITRUSS TRUSSES BBBI W/2X6 BOTTOM BOTTOM CHORD CHORD 2x4 SCAB NAILED TO DIAGONAL TRUSS BOTTOM I/LY\1I BRACING/BOTTOM CHORD W/MIN (4) 10d CHORD BRACING NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® END TRUSSES W/2X4 BOTTOM CHORD GIRDER/TRUSS W/2X6 BOTTOM CHORD DIAGONAL --/ 2x4 SCAB NAILED TO BRAC TRUSS BOTTOM L OR CHORD BRACING M(4)1NAI( FOR EACH CHORD CONNECTION R\ DISSIMILAR BOTTOM CHORD BRACING ® MID RUN CONNFa Gis, 1I mM I'll DE le LUI'Llm E 1, JP mloN vT_LmP EIMreoN DI IJVLIR GR1411'I ME,I 111'I ART , NO, INLR 162E ,11 (3) 10d X 11/2" 1 PLY, ITI16c 2`PLY, 1111" (9110d ul 112 1-PLY, ILL 16(' 2 PLY, E EPEDJ" OIKEY Lbvl 2J30 X!MEIA31 191E Il21 Wtl.11!/"t.,C,MLIn.T' IIOI IDc xl l%/"111"I91'• I111 lBq FrvAll. 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I (MOOD 34EI i r/1, 1 1 EX 1 LE (101I'd 0HEAI I TO l - Il 1 6d u I ( 1.1 O -N25W TL IIT, rtI HW1 D`IU 193D 3DND 111 410 (caul N00 j 1 (IN I 1 MO IMTJ IDO uUl 1 E1 .Pa 1m OWaoO r4v/ TIE11 1 I G I NJ, LID; IIM l'WNE Holt-J LMJI 19T 8Yi, HVCUIRI (CMU tRW 4'�N (RIl% „n58 .RAIt' 1D WOOD L11V,20) 1/I6 AVPYRI.I10111c INWXE.D x fcP 14 11111 RE 1l 11 NIN1 I I U C MV, I OR w1111 YVMRE H"JI11311 cM11 2i91 SOS L7 ,11T11F1 h it MET IBM 4 6q IXI 1/J' xl' 'I SSCREEIIIlI1c iC N(l1I. V5P(-LI) 1PVIN (lll,[c IO. 1(11 Nl li ice.'-l/J iiTEtl NVIN L IGEI IOn.1.11101D` Ili,t1%N LIEWDI1 21 .15 LEGINi1 DID 1 1,13 1411/1 X 4"W1 YIO1(41 459 GX)LX A(: DEEMS l lAl N 4 1111 N I 111 L iS 2Pk EA To O 1114%1- I lu vDssnRVAO IuWOOD TRUSSES W/2X4 BOTTOM CHORD BRACING/BOTTOM CHORD BRACING 1A iG1 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 ✓j U U U BRACE TOP OF WALL. U U U -II--n---yr--m CJ1IIS IIW IIWI IIIw I EJ7 II U CJ3 u I I II II II II II II --- U II 3 1 II I III ATTACH 4'-0" LONG 2x SCAB TO II II II (I CJ5 I--- TRUSS W/ 10d NAILS @ 6" O.C. II I III (4" FROM I EA. END II II) GT Ainr_ �Z= 6 A5 ' O p___�_____�_--�_�__ _�___ _�__= A4 Do o Sig �Q _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - A3 U Z - - - = Z a-_�_-___�____�=1====�_-___�__= A2 o m = = ABRICATED ROOF o =__4 Q _ : _A1A a A2 ATTIC I ° ___ - ACCESS I- --- A3 A4 = A5 = 74 A7 A9 _ to ===�= GT A8G II II mll CJ5 II II WII�I III �- 11- _ b] __ II 11 II II 1 A CJ3 II I II II II = �- -�- IIII 7-1 CJ1 II II II _ II II \ 00, 11 I III A U FRAMING PLAN SCALE: 1/4" = V-0" 11ILTAN CJ1 CJ3 0 CJ5 0 F- 1A 1A W Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 213 04 DATE: 0/ / SCALE: 1/4"=1'-0" SHEET k. s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 1 Od x 1 2" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 12'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 #2 2" x 4", (16) 1 Od 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 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS ENGINEERED WOOD ` 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV COMMON NAILS ; SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL b MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365,'LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:27051LES (2 PLY) TYPICAL TRUSS/ 1 a81b 1 c SCALE. 3/4"=V-0" GIRDER CONNECTOR(S) NOTCH DEPTH 1/4*D HOLE EDGE >5/8' T HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3OF SPAN ONLY HOLE EDGE >5/8" BTM. - PLATE STUD NOTCHING AND BORING LIMITS HOLE DIAMETER <3/5*D DBL. STUD ENGINEERED &00 TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SU 3MIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR R VIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1)SIMPSON HETA 6 TRUSS ANCHOR VY TH NOTE: A PT SYP #22" x 4", (9) 1 Od x 1 Z' NAILS O 6", 8" x 4'-0" MAY BE ADDED GIRDER. PRO VIDE � W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CO CRE E O/C TO FACILITATE ONE EMBEDMENT USE IN ADDITIONAL PLY MAX. TO CONJUNCTIO14 WF H ACCOMMODATE GIRDER HEAVY UPLIFTj TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS ' 4x '' 2 z' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) 2' x 5" TITEN HD TO CMU AND (18) SIDS 4" x 1x2, 2x WOOD FAS IA GIRDER SEE ARCHITE TUR WI C-(2) SIMPSON FGTR GIRDER TIEDOWNS TH 2x SECURED / (3) 16d (2) ?'x 57ITEN HD TO CMU AND (18) SIDS 4" x 3" GALV. COMMON N ILS MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) lx2 SECURED W/ 1 d 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 LES'(2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN'.) ROOF2a 02a g2bTYPICAL 2c GIRDER CONNECTOR(S) SQALE:3/4"=''-°" r # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL — PRE-ENG TRUSS — CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION o LLj � U a MAY NOT BE N aJ REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6 -0" 01C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. G BTM. CHORD BRACING 6 314"=1 -U (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30 1" TO 60'-0 (3) "X" BRACE (1) 'X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX -� CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 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 H1 OA 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. 91 Reviewed for Code Compliance Universal Engineering Sciences / :.\ALTERNATE MATERIALS SCALE: 31411= 2194 H WY A1A SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 .Q-.+ 11 S[.TF3DIV. 8e LOT. „ CREEKSIDE PHASE 2 LOT #1 PROJECT# 04321.200 00tR1 MODEL: 4EAB "1672—ARIA" GARAGE S WING: RIGHT PA 17E: DETAILS Cj I60 MPH EXP.. �y — ARCHFECT: FA` 7' OF FLORIDA 1 — MAR 0 9 2021 MICHAEL C. ANDERSON AR NO V305 u PRI�WE:09, /04 21DA/ SCALE: 1/4"=V-0" SHEET S3. 1 A i I A e PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O_C_ MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE �— CONT. 2x4 SECURL-D W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 1G-0" O_C_ MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" 1PReviewed for Code Compliance Universal Engineering Sciences 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 #1 PROJECT 04321.200 001R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 g 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 04JB DATE: / SCALE: 1 /4"=1 SHEET Imo/ 3. 1 (2) 2X4 No.2 SYP DIAG. 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 STIFFBACKATALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE - "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE i - 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A j 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"=l'-U" SIDE VIEW it VTCR SPACING (1) AT EAI - - PRE-ENGINEER`S VALLEY TRUSS CONNECTION SCALE: N.T.S. alReviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: CREEKSIDE PHASE 2 LOT #1 PROJECT: 04321.200 00IR1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 ratiaar A DATE: 03 04 21 SCALE: 1/4"=1'-0" SHEET S3. 1 C A" GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE3I4", q i GABLEENDSTRUCTURAL DRAWINGS SHALL BE USED. IN. CONJUNCTION WITH JOB SPECIFICATIONS AND o PROVIDE 6h AIR ENTRAINED CONCRETE EXPOSED TO FARIH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.3111 " ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS CONSULT. . a '>, 3E ¢ 3E 2N 3R 3R I LN ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED3/4 ALL WOOD FOR BEAMS BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS; BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL: SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC.,SHALL BE SOUTHERN PINE NO 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF 0 FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY- 1,400,000 PSI ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE t�a-�,I 0 0 v COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE.7-16 AND AISC SPECIFICATIONS - PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 0 SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 0 0 v ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 0 0 O v 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 RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED O EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE. DESIGNED AND CONSTRUCTED W ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT fe'y' O O v : EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN'%z OF HEARTWOOD. rl N7 `a41 O O 0 v ALL DIMENSIONS AND. CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE. PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. 2R (1 2E TO"THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING; SOUNDISOLATION FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 2E 1 02R . .-' � OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO E STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. 0 -- THE STRUCTURE IS. DESIGNED TO BE SELF SUPPORTING ANDSTA13LE AFTER THE BUILDING v Iq O O IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND `. UNTREATED WOODSHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED I 0 v 0 0 - SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. O" O" DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORINGSHEETING , , - - TIE WELDED WIRE MESH, SHALL BE ASTM A1064/A1 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' v O O TEMPORARY BRACING, GUYS OR -DOWNS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL v O O O O O I 7' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDA �ON AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE"NATIONAL DESIGN SPECIFICATIONS FOR WITH THE NA I STRESS LUMBER AND ITS FASTENINGS" TRUSS DESIGNS SHALL BE SIGNED AND Q 1 O O O O O v REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. -GRADE BY THE NFPA. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 0 0 0 0 O O v 0 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF0.036" AND BE MANUFACTURED FROM STEEL v 97 0 O v 19 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615.: MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2R OO 2R GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE OO v v 0 0111 -0 DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL v O O 0 v O CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR V ETAL-PLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 0 2R ZR v v FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED � 00 0 O O OOC ROOF: LIVE LOAD psf REVIEW. WOOD TRUSSES. v 0 O 0 0 v IQ 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 0 O 0 0 0 v 0 0 O v 1.0 Psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF - . 0 0 PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY LAPPED AND TIED TO EACH (SEAM REBAR, SEE DETAILS LOCATIONS WITH:GUSSETS,CRICKETS AND VALLEY LOCATIONSREQUI RING ADDITIONAL ROOF FRAMING FOR ' O O 00 ® v DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS 1N ACCORDANCE WITH ANSI/ASCE 7 88: 1990. "'•,:E ' 'k �, ....,, �. - ® F,7 v ®'T. 3 ¢ 15 psf TOP CHORD. 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No-GYPCRETE) '. .ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 3 v v v v v v v a 2E 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH ' __ DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT ' A' BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. HIP ROOF ,+, ROOF WIND DE81GN PRESSURES : STAIRS. LIVE LOAD 40 psf. WIND: DEAD LOAD SPEED =160 MPH 3 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK. AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-16 _ LAYOUT, SPANS & ALL TRUSS/ HEADER: ENGINEERING. ANY DISCREPANCIES FROM THESE. LAYOUTS THAT - .00 ZONE 3 = 60.90 PSF 70.90 ZONE 1 - 53.00 PSF (63 ) ( ). LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, 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 STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 2e = 60.90 PSF 70.00 ZONE 3e = 70.40 PSF (80.40) ( ) ZONE = 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 ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL ZONE 2n = 70.40 PSF (80.40) 3r VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf; SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION = ZONE 2r - 70.40 PSF (80.40) MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA W'= 4'-0" END ZONE DISTANCE 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURE AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE.. - � PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/-I 0.18 - - - - COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,. LENGTH, ELEVATIONS, DIMENSIONS, ETC. R ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE i DWPHRAGM ROOF/ WALL/ FLOOR C ORS P IOR TO SUBMITTAL TO THE ARCHITECT. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACT R MANUFACTURED IN CONFORMANCE WITH AS -FM GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING - RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ROOF DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP. DRAWINGS IN THE FORM ALL TRUSS TO TRUSS CONNECTIONS. ' :RUCTURAL OF USE MIN 7/16' ST FOR ASPHALT SHINGLE ROOF, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT. USED TO FILL MASONRY CELLS SHALL COMPLY WITH ,i SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING WITHOUT THE EXPRESS WRIT -FEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000QSI AT 28 DAYS, UNLESS I (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" DOCUMENTS WILL. GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" �+CH E D U L STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND FASTENER WRITING BY THE ARCHITECT. Y MECHANICAL VIBRATION .COURSE AGGREGATE, AND SHALL BE PLACED. W1 A SLUMP OF B" TO 10". USE ONLY TO EDGE SPACING) SEE DETAIL t7 CONSOLIDATE GROUT. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN FOUNDATION/ SITE PREPARATION: "M" "S" NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS @ FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 psf FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON 70 HORIZON-1 ZON MORTAR SHALL BE pROPORTIONEDAND MIXED AS OUTLINED UNDER ASTM C 270 HORIZONTAL AND VERTICAL MORTAR JOINTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR.. SHANK ASTM 8d RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS RSRSRSRS -01 SCREW SHANK PER INCH) 8d RING SHANK 2 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXCAVATIONS ANDS LAB SUB -GRADE SHALL BE COMPACT ED TO A DRY DENSITY OF AT LEAST 95% OF THE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND IN SHALL BE 3/8" THICK UNLESS OTHERWISEEX O N T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION : - FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARAT ION LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. - CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE EXTERIOR SHEATHING MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT BE MADE BY THE GEO-TECH. ENGINEER. COMPLY WITH THE THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL'STEELSHALL CO 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & ''�. RAFTER OR TRUSS CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING 9TH EDITION, BY THE AMERICAN INSTITUTE OP STEEL CONSTRUCTION.. STRUCTURAL STEEL SHALL BE ASTM ' INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM CONCRETE SHALL ACHIEVE MINIMUM28 DAY COMPRESSIVE STRENGTHS. AS FOLLOWS: A36/A36M,-Fy = 36 ksi FOR ANGLES, PLATESAND W-SHAPES: STRUCTURAL TUBINIG SHALL BE ASTM (INSTALLED PER MANUF. SPECS.) SEE DETAIL A500/A500M GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR F Y Y ' 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 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. ANCHOR BOLTS AT THE. COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL Z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M. BOLTS WTH'WASHERS UNDER THE TURNED ELEMENT. BOLTS 'tOOF SHEATHING ATTACHEMENT SPACING O 1 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. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6"'O,C. IN FIELD ZONE 2e2n 2r: 8d NAILS @@ 4" O.C. ON EDGE AND 4" O.C. IN FIELD M CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M 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 ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED90 MINUTES, IF FOR ANY REASON BUILDING LENGTH - THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER. THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)' NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED B FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER: ( .. o.. SS 2x4 #2'SYP OUTLOOKER RAFTER W/ BLOCKING TRU @ 1-1/2" FOR #5 AND SMALLER 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2' FOR#BAND LARGER Reviewed for Code BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR, CONCRETE NOT EXPOSED TO WEATHER Compliance END- ATTACH ROOF SHEATHING TO RAFTERS 2/ 3A` FOR SLABS, WALLS AND JOISTS Universal Engineering BLOCKING PER NAILING SCHEDULE ` 1-1/2 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Sciences I iV V J Z LU Z O = W `Z Q U =a ED Z I� 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ud J a TYP. EXT. SHEATHING ATTACHMENT C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S Ne @ Lu W o 1 #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ w EQGES & 12" O.C. MQX IN FIELD. UNTHREADED U SHANK TO EXTEND BEYOND THICKNESS OF w O SUB -FLOOR SHEATHING V CO a CO TYP;3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1a2 PT FURRING TO CASE HARDENED COIL 8"O/C', GARAGE DOOR BUCK 114" DIA. TAPCON MASONRY 1 112" EMBED.; 4" END DIST, MASONRY 1 CONC. NAIL 1 1/Z' LON G. TO MASONRY/CONC. NO WASHER FASTENER 8 OIC 1 1/2" EDGE DIST SGD, AL. EXT DOORS CASE HARDENED (:OIL 9" OiC' WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 18" DIA. OR 16" O/C (3!8" DIA ) 4" EMBED 4" END DIST ix PT, SEE NOTE 6 NAIL 1 172 LONG.' STAGGERED INTO MASONRY/GONG. TO MASONRY/GONG. i/2" DIA. EXPANSION BOLT 24" O/C (1/2" DIA) ., „ 3" EDGE DIST WI WASHER WINDOW BUCK CASE HARDENED COIL 9"O/C', WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR. SPACING ix PT,SEENOTE6 NAIL 11/2 LONG... STAGGERED INTO MASONRYlCONC. MASONRY/GONG. REQUIREMENTS REQUIREMENTS J EXT. SWING DOOR (2) 3/16"DIA. "'TAPCON' i 1!2" EMBED, 8" END. NON -BEARING WOOD 1/2"" EXPANSION 4" EMBED 4 END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 10,; 010 DIST, 1 1/2". EDGE DIST WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST., 3" EDGE DIST:. 2x PT WINDOW BUCK 0, 138" PAF x 2 116' 9" O/C: 4" END. DIST., 1 1/2" PT TO STEEL COL., SEE W/ WASHER. STAGGERED EDGE DIST. NOTE NOTES 1. STAPLES SHALL NOT BE USED FOR ANY S1 RUCTURAL APPLICA110NS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 THE STRICTER 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 A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 2194 H WY A1A, $UITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd es i gngrou p.co m AA #: 0003325 I r. f Pj a a:; ( �I I rl t rq ml la i" I" I �j �1 e r 1 l 1 ' � II i a ,,5 e aadb6�F'm� ) CREEKSIDE PHASE 2 It, LOT #1 PROJECT# 04321.200 001R1 MODEIz 4EAB j "1672-ARIA" k GARAGE SWING RIGHT PAGE: _ze DETAILS 160 MPH EXP" ARCHRECT' STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 175 3 U; 'U4 '21 SC A.LE: 1/4"=1'-7 +�j wfa!111"ma y S 1