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99Z 99 6 2 A A A -.dB a ? H 0 M E S;� K u b 1430 C IULLVER [DRIVE NE, PAL_M' 'BAY, FL_ 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX O F DRAWINGS CERTIFIED BUILDING CONTRACTOR: •FLORIDA BURRING CODE RESIEM7pl, DATE DESCRIPTION aTx EDrrION (2017) A7�� T STATE >' AB4. AD ADJ. ABOVE LAY. AIRCONDITIONINGMC, ADJUSTABLE M.C. LAVATORY LUMINOUS MANUFACTURERkiT 01/08/I8 510 SET ISSUED ARCHITECTURAL SHEET DESCRIPTION CA � !WY iAIVRw 47L LL CODES , ALT. ALTERNATE MFR. MANUFACTURER (dIA,C AS 2011 FHG UPDATE DR HORTON HOMES *OCCUPANCY — RESIDENTIAL, GROUP R3 AMP. CL T. AMPERAGE MIN. BOARD MT CENTER T.rN F. MINIMUM PG Cl-COVERSHEET 01/29/IS SID SET RE-Is�uED 04/18/18 FOOTING FiEvISION PER M. 5OLUES 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB . OULTRESHOLD MTDMOUNTENTED CAB CABINET MIT- METAL. (� Y J PALM BAY FL 3290 •MIN. INTERIOR FINISH — CLASS H ( LG. CLR CEILING N.T.S. CLEAR O.C' NOT TO SCALE ON CENTER PG GN—GENERAL NOTES 02/22/I9 PLAN MAINTENANCE 03/l8/19 REVISED LINTEL SIZE AT FRONT ENTRY POOR ( Iy •BASIC WIND SPEED — Vult=160 MPH (ON(, CONCRETE PL PROPERTY LINE (PT CARPET P.B PG Al —FLOOR PLAN TEE: (321) (33— /y 092 v8Sd=1z4 MPH (.T_ CERAMICT[LE PH. PUSHBUTTON PHONE PG A2D—ELEVATION "D)) 04/24/19'. ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON FAX: (321) 733-7972 *EXPOSURE et —STORY RESIDENCE - C D DBL. DRYER PLT. DOUBLE. PLYWD. PLATE PLYWOOD PG E1—ELECTRICAL PLAN 04/24AS FmvlsED HVAC VOLUMES ON SOFT CALC SCHEDULE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL D.G. DIA. DUAL GLAZED PR. DIAMFTER PT PAIR PRESSURE TREATED PG P1—PLUMBING PLAN 06/21/19, ADDED LED LIGHTS • KITCHEN t EATHROOMS nR MARK BOWES AND STATE CODES DIM. DISK DP. DIMENSION R. DISPOSAL. RAD. DEEP R.A.G. RISER RADIUS RETURN AIR GRILL PG D1—DETAILS 01/01/20 REPI:ACE USP CONNECTORS WITH SIMPSON CONNECTORS DR. DOOR REF, REFRIGERATOR PG D2—DETAILS 1 SQ.FT. CALL. S • STATE OF FLORIDA D.S DOWNSPOUT RM ROOM DTL DETAIL R.O. ROT R,HOPENING PROFESSIONAL ARCHITECT: i)W. DISHWASHr.R S.C. SOLED CORE. ENT DR PG WAl—WALL ASSEMBLY DETAILS EL EACH S.D. SMOxEHUNG OR PG WA2—WALL ASSEMBLY DETAILS MICHAEL C. ANDERSON EQE E(� EEvnru)N S.H. F(1H:1L SHEET HUNG SHT SHEET PG WA3—WALL ASSEMBLY DETAILS ry AR NO. 17305 LIVING CsARAtsE 1E�2 SO. FT. 432 SO. FT. FAH T. EXT. EXHAUST SHWR. EXTERIOR SDT SHEATHING SHOWER PG WAG —WALL ASSEMBLY DETAILS F G. Fx FIXED GL Ass SIM. SIMILAR ENTRY 38 SQ. FT. F.G. FUEL GAS ST, sTmtxG A.B. DESIGN GROUP LLC LANAI 9E SO. FT, FIR. FINISH STD. SLIDING GLASS 7�'��T� 77 r q 2194 H I1 1 A1A, SUITE ITE J01 TOTAL 2238 SO. FT. PLR. FLUOR. FLOOR STD. FLUORESCENT sWS STANDARD SHEAR WALL INDIAN HARBOUR BEACH, FL 32937 FR-DR. FRENCH DOOR SECTION FTG, FOOTING TEMP, TEMPERED GLASS Tel: (321) 802-3591 A/C VOLUME 14381E CU. FT. GA GAUGE THIS THICK 'COP { GAR. DISP. GARBAGE DISPOSAL TO C. OF CURB OFT GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE <iL- INTERRUPTER TOE GLASS TYP. TOPOF TYPICAL STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HB. H C. HOSEBIB HOLLOW CORE V P '.' � OTHERWISE VAPOR PROOF PG S1—FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT ADR. AE:ADER W. r` WASHER REVIEW BY BUILDER HGTOR . HT - ' ',� HEIGHT N . WITH PG S1.1A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INSUL. TNT INSULATION �. , WD INTERIOR : WDW ' WOOD WINDOW PG 81.2—DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. W B tibI WATER HEATER WROUGHT IRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS >' << �a �.,, PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND (� y 4 i{# nn PG S2.lA—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ¥' ORDER TO BUILD THIS PROJECT BASED ON THIS ( '.... ��_� �F _ PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE F. PG S3.1A—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR x, ' ` PG S3.113—DETAILS CLARIFICATION. 4��;h F+ PG S3.1C—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN ` h s N r PG SN1—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY - w PG PAl —PRODUCT APPROVALS MANNER. AB DESIGN GROUP TAKES NO MANNER.RESPONSAB D "�' FOR INTERPRETATIONS OF g, CONSTRUCTION BY THE BUILDER WHEN NO RFI s HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THEIT ONSTRUCTION BASED ON THE DRAWING SET. N `* 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W O F } U O W A F A C � x ati SuBDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT* 4321.200 042R1 M0313EL: 4EAB "1672-ARIA" C3ARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA NOV 2 0 2020 DATE: 08/12/20 SCALE: 1/4"= V — 0" SHEET CI 11--r)o r,4-) 0 b ( 2 v!"-'tu:._�.Rr ,. ,7; :... ., �. ':^' ::.-�., : '.�rs,.'Mi•'�._ � L�A�;, ":;.a.� x _. u.'.+�:. ,�. .. �R+a'�^�'..i,-." ., > �;T, n �r.'�; m,::_' • STATE OF FLORIDA DESIGN CRITERIA: .FLORIDA BUMDTqG CODE, RESIDENTIAL, CERTIFIED BUILDING ,.,CONTRACTOR: 6TH EDITION (2017) • ALL LOCAL $M STATE CODES DR HORTON HOMES .00CUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VH PALM BAY FL 32907 • MIN. INTERIOR FINJSH — CLASS H •BASIC WIND SPEED _ Vult=160 MPH TEL: (321) 733-7092 Vasa=124 MPH �. FAX: (321) 733-7972 •EXPOSURE — C •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AIA, 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 h' 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 I' ONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S LIVM 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 80 SQ. FT. TOTAL 2222 SQ. FT. A/C VOLUME 14381b CU. FT. .d ABBREVIATIONS �` �ti` , _ REVISIONS ABV ABOVE LAV LAVATORY DATE DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM M.C..'_:I,vf£L`TIC:INF LUMINOUS CABINET ;=. BID SET ISSUED VV08/18 'OVIrJQS.. -- - 211. FRC UPFATE. ALT. ALTERNATE MR'R% ' rIGIA'NUIIAP.ITURER ' �� AMP AMPERAGE MIN. MINIMUM ,®V�•J/IB SID SET RE -ISSUED BD BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. - MOUNTED' - --- _ - -- - CAB. CABINET MTL. METAL 04/18/18 FOOTING, FEVISIONf3ER M. 50WE:S CLG CLR CEILING, CLEAR N.T.S. O C NOT TO SCALE ON CENTER 02i12fl9 PLAN:, MAINTENANCE CONC. CPT c T D. DBL. CARPET TEPUSH CARPET ,. cERAMIc TIFr _ DRYER r DOUBLE - P B Px , .PLTL ,PLYWD TY LINE BUTTON PUSH BUTTON � PIIQNF,. , �: PLATE = PLYWOOD , 03/2" REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/19 _ ADDED ADDITIONAL RECEPTACLE IN GAR,43E PER WILL 13ATSON 04/24/115 REVISED HVAC VOLUMES ON $QFT CALL SCHEDULE D G DTA DUAL tIi.AZEb DIAMETER "PR 1P T. PAIR PRESSURE. TREATED.. 06/21/19 ADDED LED LIGHTS is KITCHEN E 6ATHROOMS PER MARK BOIIES DIM DISP. DIMENSIONS-` > n1SPOSAI. R. RAD. RISER. RADIUS 01/000 REPLACE UW CONNECTORS WITH SIMPSON CONNECTORS DP DEEP - R.A.G. RETURN AIR GRILL DR. DOOR �- - REF. REFRIGFRATORU.S. DOWNSPOUT RM. ROOM - DTL. DETAIL R.O. ROUGH OPENING .-- - — -------- ------ ---------- - D W. DISHWASHER S.C. SOLID CORE EXT DR.' FA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ F,t�(3AL SET, SHEET EXH EXT. EXHAUST - E TI i14R SHTHG SHWR. SHEATFIING -SHOWER F.G./X. _' FIXID'GLASS<'.- SIM.' SIMILAR ----- ---'----------- -- ----...._---..—._.__----- F.G. FUTiL`GtYS SI,'. SLIDING FIN: FINISH.".' Soli. GL. SLIpfNG GLt3;SS _. _ _ FLR FLOOR . STD STANDARD FLUOR. FLUORESCENT SWS . SHEARWALL ------------------- ------ - ---- ---- - FR.DR.'. FRENCH DOOR SECTION .� FTG FOOTING TEMPI TEMPERED GLASS ----------- --- -------_---- . GA GAUGE THK., ,. `THICK GAR DISP. GARBAGE DISPOSAL ' -TO.C. 'TOP OF CURB - - "-- ---- ^__-------------_--- G.F.I. GROUND FAULTCIRCUIT T.Q.P. _ TOP OF PLATE c ` INDEX OF DRAWINGS ARCHITECTURAL ` SHEET PG Cl-COVER SHEET - ° PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" t' PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN --- PG D1-DETAILS PG D2-DETAILS - PG WAI-WALL ASSEMBLY DETAILS - PG WA2-WALL ASSEMBLY DETAILS - - PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS GL. INTERRUPTER GLASS T.O.S.TOP TYP: OF SLABw TYPICAL, '. : ___-._------- -_-- STRUCTURAL SHEET GYP. BD. GYPSUM BOARD U.N.O. UNLESS,NOTED 1' H.B. H.C. HOSE BIB HOLLOW CORE VIP. OTHERWISE VAPOR PROOF '- PG S1—FOUNDATION PLAN HDR. HGT OR AT HEADER - HEIGHT W. ,:- W/ WASHER WITH - --_-� PG S 1.2A-DET -DETAILS 1NSUL INT.INTERIOR INSULATION - WD. WDW.. WOOD WINDOW - --- `, � -� ,. -- -.__ 4 PG S1. —DOWE PLAN WH; W I WATER BEATER , WROUGHT IRQN ---- PG S1.2A-DETAILS I ' I r4 00 T TVITI TIT.I A l! -TIT A XT AIM hT 11TT['� DESCRIPTION 0 C4 O U W Ei A E: ti CREEKSIDE PHASE II LOT #42 4321.200/042R1 rM I MOREL• 4EAB 3 "1672— ARIA" F. GA.RAGE SWING: k RIGHT PAGE: COVER i ' t GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIM DESISN RMUfREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ARCHITECT. 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 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 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. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10.CCONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY H COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITYAND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC'. UNLESS SPECIFICALLY DETAILED. TY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED ACE THE FINISHED FLOOR ELEVATION MIN V-0" ABOVE THE BFE, PER FLORIDA BUILDING CODE. 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, G. 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 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND, ITS ATTIC AREA BY NO 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 1S A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1; ALL WOODS AND WOOD CONSTRUi✓M SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: L NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3 ' MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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, CONMSATION LINES SHALL SE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /8" 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 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1 EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING Wftlr-n.THE fill" GOLD BOND SRAND EXTERfOR S7M B{3i4f2D fST01199IMMED TO THE FRAMING MEMBERS WITH 1 1/4 TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. r Reviewed for Code Compliance Universal Engineering Sciences SVHDIV. 8e LrOT- CREEKSIDE PHASE II LOT #42 PROJECT# dui 4321.200 042R1 MODEXt 4EAB F�.. "1672-ARIA" j? GARAGE SWING - RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ,1' ARCHrrECT. STATE OF FLORIDA OCT 21 2020 PRINT DATE: 08 12 20 SCAT :1/4"=1'-0" 11 SHEET GN r;� GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER I FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DF-510I LNEG'LIGAELE THERING' FROST LINE TERMITE DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD (MPH) EFFEGTSk CATAGORYr DEPTH TEMP' REQUIRED'' INDEX' TEMP? NA 160 G NA I NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302-9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC. R302.10.1 THROUGH FBC R302.10B (2) 3052-SH (2) 8o52-9b-1 x L 4 4 0, 8 -4 38'-8 WINk j, ............................ _...t ' A ca ^;... HIP R011,10113 mwz%am7) i 1X)MPONWNT AND CLADWN PR4$�RE ZONES FLOOR PLAN SCALE: 1/4' = I'-O' 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 -GORE STEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO 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 ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS EXTERIOR MASONRY WALL BRG. HEIGHTS ®11111D 8'-8' BRG. SQ.FT. CAM'S LIVING GARAGE ENTRY LANAI 1672 432 38 96 SQ. FT. SQ- FT. SQ. FT. SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381b CU. FT. COWONENt AND CLADDING WIND LOADS SAW WIND EIFOSURE FOR 3 SECOND GUSTS OPEI NOS 9GUARE ZONE W NPH WIND MAD REIJ M AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 80-10 O.H.D. 56 5 32B/-38.0 16070 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 31b/-38.8 -68 IF ROOF TILE N/A 3 -58.22S APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 03/20AS 1' 4" DBL. TOP PLATE B BAR DETAIL D ". VARIES ARCH DTL. B SCALE: I/2 = 1'-0' 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w a U w Fy ZS N i �L U q O q c ati IM LTBDIV. 8c LOT:CREEKSIDE PHASE II LOT #42 ROJECT# 4321.200 042R1ODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NOV 2 0 2020 MICHAEL C. ANDERSON AR NO V305 rrciiv-i 2012 DATE: OB / / I SCAT :1/4"=1'-0"' SHEET Al ' . It u •I ® _ cI e i LANAI I c0 I 8'4 CLG. tp 0 1 ro 0 2 611 I (2) 3052-8H lid -Sll 13'-4" (2) 3052-SH (2) 3052-SH I EGRESS I ROOM GSU�ITE'S 8'-8' CLG. ro N 3'-8" 1. 3'-10' II/ 3'-4" v 3'-''0 C. Rl"_ FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.9 — i -—— I—.5 GREAT RWM WI--c815H — G— . w % zcO J1I N—fly ■ R-IS—HC. A8'-8' CLG. ? WC 4 _4 3'-8" 3' 9" II 3' m„� 3 0� 3'-0 2X8 1 0 I— BDRK#3 i�A1�i 3-sH B I S'-8' CLG. 6' Qv. B----i ®o 36'x6O � A SHWR. PAN 3-SH Llyv. W/ENCL IR-ISH LjUN• �.� V-8' CLG. r WH. I I � r — �2 x5� -1 BATH #2 pl 1 I T V I ATTIC I 3 ID 8'-8' CLG. I I� 273 ry>IV B III_ L�GE�J AV. Al II OND II �, ° I I BOLLARD WC. I I 0 AS REQ. = I IG v PER BLDG. IR-ISH — — CODE V. ?�8'�8YG�LG. GARAGE 3068 W/ 36'X12' TRANS. M.T. BDRM.#2 HB 8'-8' CLG ,o 3'-10' co ENTRY (2) 3052-SH r 8-8' CLG' EGRESS 16'-0"X1'-0'O.HD. 2 6 _IDG 41-41 ,-O'l 6' O 2, V 111-0" V-4" 38' - 01 c m In wNLLIS. _ ins t c 46x ti 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 ORHONEYCOM15-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 ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS r� Mom SQ.FT. CALC.'S LIVING GARAGE ENTRY LANAI 1612 432 38 80 SQ. FT. SQ. FT. SQ. Ft. 5Q. Ft. TOTAL 2222 SQ. FT. A/C VOLUME 14381.6 COIV010If ADD CLADDING WW "M BASIC WW WMW FOR 8 SECOND GUST$ oPElm SQUARE Zow 1E0 LPH WW M FEiMS AM TYPE FOOTNE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 8010 O.H.D. 56 5 325/-38.0 16010 O_HD_ 112 5 30.9/-34.4 SOFFIT N/A 5 31fo/-38.8 -68.2S/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" ES HAVE BEEN MODIFIED PER FBCR 6TH ED. 301.2.1 TO MEET TESTED ALLOWABLE OR E(NOMINAL WIND LOAD VALUES FROM THE PRODUCT CTURER. CONTROL DATE: 20/18 " 11-411 DBL. TOP PLATE BAR DETAIL A SCALE:In'=1'-0' 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W Cal w w yF co Q EE4, q SUBDIV. & LOT: CREEKSIDE PHASE II LOT #42 FROJECTyJE 4321.200 042R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT SHINGLE l� --- FYPON OR EQUIVALENT II TYRI UN UN 0'-01 FIN. FLR.jI, FRONT ELEVATION SCALE: 1/4 = I'-0" TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 0'-8" BRG-. HGT I'-0° I oilA TI II 0'-0" F'N. FLR. MINA" 6RaDE 8'-8" BRCS. HG7 tr r OFF RIDGE VENT BLDG. HCsT. - FYPON LV12X24 OR EQUIVALENT ,I RAISED SAND (TYP.) OPT. COACH LIGHT �AO'-0" FIN. FLR. OFF RIDGE VENT S'-O' BRCS. HGT. BRG_ HGT. 0'-0" FIN. FLR. IN REAR ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH -- d8 -8" BRCS. HGT. �r - - - - - - - - ------ - - - - - - - - --------------- --- LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 4S I TYP. A II 0'-0" FIN._ FLR-—- — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - I I �0 _0 FIN. FLR. RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 0'-0" FIN. FLR. )EL 1672-ARIA EA OF ATTIC = 2318 SQ. FT.. T FREE NTILAT 1/ 300 QUIRED VENTILATION AREA = 2318 /300 7.73 SQ. FT. 7.73 = 1112.64 SQ. IN. N• _ _ X 1112.04 = 445.056 SQ. IN. (BALANC 8 -8" BRCS. I-=CsT. -®° o0'-0" FIN. FLR. Y OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.23 TOTAL 4OF'VENTS PROVIDED = 4 SOEFITVENTILATION AREA 7 PER LINEAR LINEAR FEET OF SOFFIT REQUIRED 6158 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 04 U w 0 F 0. v W 4 F A SvsDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARWI AGE SWING:: RIGHT PAGE: ELEVATION 1f T In 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 DA E.: 08/12/20 SCALE: 1/4"=1' - 0" gJROvie,w-ci,�Lode CompUniversal Engirwl Sciences 1l'T T *!-T1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE I10V OUTLET 110V OUTLET 1/2 OF CUTLET WIRED TO SWITCH GFI 110V OUTLET EGUPED W/GRJD FAUL INTERUPMR (TAMPER RESISTANT TYPE) a@ 220V OUTLET (4) WIRE CONNECTION Wp WATERPROOF GROUND F RLT GFI CUTLET IN'IE SWITCH SWITCH 3-WAY OPER 64 SWITCH 4-WAY OPER r�i� WALL MOUNTED I LICIT CEILIPLG LKsHT O LED CLG LIGHT ©VP LED VAPOR PROOF LIGHT O VF' VAPOR PROOF LIGHT ORECESSED CAN ® VENT. FAN I CF" I PER Sa Fr. VENT. FAN W/LIGHT I CF-1 PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY DUILDM ® FLUORESCENT LIGHT A OUND P (RECESSED) ® 4'ES FLUO GST ENT 2-BULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT *FLUORESCENT Q W--a--�--� 4' TRACK LIGHT 0 PANEL nib METER Vi S.D. SMOKE DETECTOR GATT. BACK-UP W/ HARDWIR WALL MOUNTED BAIT. BACK-UP BP. SMOKE DETECTOR W/ HARDWIRE BATE BACK-UP UI/ ® S/CO CARBON MONOXIDE SMOKE DETECTOR COMA 1 IED ANCE SHALL BE A DISTANCE SHALL A D LESS THEN 4' aF NOT L FROM WALL PENDANT LIGHT RLIB> NATURAL GAS OUTLET . TELEPHONE JACK WHI WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING TO BE 210V U.N.O. DISCONNECT BEE A14U ON T1418 SHEET ' L.J TELEVISION JACK CEILING EOX REQUIRE OJ-BOX TO 15E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTIrON CEILING BOX KITED TO BE &JPPORTED IN CEILING FAN/LICsI-tT ACCORDANCE W/ BOX MA104CED AS SUCH FOR INSPECTION 24' NCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnonnn 49'INCANPESCENr LIGHT STRIP � FLOOD LIGHT OFT. KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS 4 PHONE CUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBoR 6TH EDITION (2011) t NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • 181-AND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F li 6TH EDITION (2011). • LAUNDRY RDOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F BCR A,TH ED (201V • ALL WORK TO COMPLY WITH ELECTRICAL PROVI, IONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED 5Y BUILDER AYE 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE F'ER ESL, ENERGY C424SERVATION (RESIDENTIAL ENRRGY EPFICIENCY) 2011. 6tkt EDITION R404J COACH _�'---------- LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' 1ETER FIELD 'ERIFY LOC. WP Panel MAIN - A PANEL: 8116wp crt. breaker VOLTAGE: 120 /240 V -1?h MAIN: 150 Amp M.C.B FEEDER:. 341 Cu TH vN & 146 Cu (G) in 1 12" C. OR 3-#2/O AL THWN & 1-#6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pale Wire. #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 5 - 4 6 Space #10 4686 A/C C.U.-1 30 2 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp M L.O. FEEDER :3-#1 Cu Tf vN & 1-#6 Cu (G) in 1 12" C. OR 3-#2/0 AL. THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 1.2. 1 20 Microwave / Hood GFI 1800 3 4 #12 #12. 1 20 Small Appliance Refrigerator GFI 1500 5 7 6 8 4500 Water Heater 25 2. #10 _ _ 1 20 1.500 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receuacles 1200 11 12 1500 Dsh+.•.2sh er GFI 20. 1 #12 #12 1 20 FoyerlHzllfLaundryAFCI 1200 1 13 14 5000 _ Dryer GFI 30 2 #10 #14 1 1 1 15 Great. Room, Lanai & Dining Lights AFCI 900 1 15 16 Space 1 17 18 '1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 _ 20 1000 Garage Dom Opener GFI 20 1 #12 #12 1 20 Bed 92 & #3 / Bath #2 AFCI 1200. 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 Space 23 24 900 Owners Suite AFCI 15 1 #14 Space 25 26 900 OnnerS Bathroom AFCI 15 1 #14 Space 27. 28 1000 Extenor Lights and Recpt. GFI _ 20 1 #12 Space 29 30 1000 Irrigation controls only 20 1 #12 Space. 31 32 Space Space 33 34 Space Space 36 Space _ Space 38 Space #8 2 35 A/O AHU-1 fHeater5 KVA at 65-A 5120 I 40 Space - 42 :Space Load subject to demand factor calculations / line 15400. 27700 Load subject to demand factor calculations / line demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI. GROUND FAULT INTERRUPTER - Total load subject to demand factor 431Gp First 10000%ketts at 1GO% 10000 Remaining watts at 40% 13240 Total A/C load 9800 10% for future growth LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 3M40 Total Amps. iwatts / 240 wltsy 137,7 I I I 1'-3" I I LED LIGHTING DOUBLE LAV. OUNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FEICR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL. POWER COMPANY RE6MUIREMENTS. B. ALL CONDUCTORS SHALL 15E TYPE TWHN/rHLLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING @ SINGLE LAV. in BATH •2 PROVIDE 302/0 CU, THUN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THILN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG-) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT 150 AMP W240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT NTEMY TER11NABLT L TSIM BONDING paviaw+z P101 Cods Uar>ce ow VOLTAGE COMVEGTION(_n _i�ayEn9`^ 1 04 CU 4ERVICE GROUND CONNECTED TO CONCIIU�TE ENCASED FOOTER STEEL PER EECT PROVISIONS CAL ROVISNS OF THE F5CR 6tH EL (2011J- 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 F W W U W O F ti U W 4 F A SUBDIV. 8o LOT: CREEKSIDE PHASE II LOT #42 PROJECT 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE 81111 RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 ""AN` DATE: 08 12 20 SCALE: 1/4"=1' — 0" SKEET EI a H KITCHEN - I I SINK W/ �� II I -L-- I-I/2' VTR AUTO VENT N II L---- LAV. ONp SDI R I A. . o II .A.V LAV 2' WC. 2ILAV �4 m3' (V (V (V CO 2' 2 -9" 2'-9" 31'-3tl 3' AA.V. - _ --- LAV - - - MAIN f, CO WC 0 (LEFT) r f f f 2 TUB 2' TO MAIN (RIGHT ALTERNATE) PLUMBING RISEN PLUMBING PLAN SCALE: 1/4 = P-0' Reviewed for Code I I Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W rn W U O F R4 v rn W 4 E q FF stmniv. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLOM AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 08 12 20 SCALE: 1/4"=1' - 0" SHEET P MECHANICAL PLAN SCALE: 1/4 = V-0' R-VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQUIPMENT SCHEDULE 2.5 TONS MFG CARRIER G.U. /� 25H5C530AA030+ A.H.U. FX40N(5F)031L HEAT 5 1GW SEER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/1PH 5RKR G.U. 30 A.H.0 35 REF LINES 3/4" E 3/8" Revia-,,d iur Code Compliance Universal Engmeemq Sciences F W DI U W may.. 0 U W A F F: SUBDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT 08 12 20 DATE• SCALE: 1/4"=1' - 0" SHEET i 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ Imd MASONRY NAIL + 32' O.G. MAX FIN. FLR PRE -FAB TRUSS 2X4 WOOD STUDS 624' O G. SLAB PARTITIONS SUPPORTING WALL HUNG PLUM13I1NG FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON-BRG. SCALE: 3/4' =1' FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON �.' D.S.S. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 5/13' GYPSUM 5 OR 1/2' HIGH STRENGTH CLG. BOARD PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGER ELEVATION 2x FASCIA PER m, TYP. ELEVATIONS o.u. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR d m.� r d° a d'a ix2 P.T. FURRING — STRIPS s 24' O.G. 8' CMU 1/2, GYP. WL. BD.- WOOD BASE H W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR. e .. a e d - p B TYP. WALL SECTION NO OPENiNG NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A -STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM SCALE: 3/4'=i'-O' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT iS PERMITTED BUT MUST BE PER ASTM D22ro TYPE iI, ASTM D 4869 TYPE iV, OR ASTM D 675i AND SEAL �CiAB LME I J' PVC SLEEVE FOR Cti19 LME a' CMU IA' 4YP. LLl. W. u OM BASE A. a' 2 GAS LINE THRU BLOCK D1 WALE: V2'•I'-V' FIBER3LASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOE,1.1 ON �&' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--L' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR. i_m� TYP. O.N. 1/2' THICK, 2 GOAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY naALv. STEEL TRACK BRACKETS FASTENED TO 4 WOOD JAMB PER PRODUCT GALv. STEEL- APPROVAL REC. VERTICAL TRACK '.� 1' MIN. BY MAIF. " SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. a, CMU SEE STRUCTURAL FOR NE WORCEMENT 2xb P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REEL SEALANT 4 BAOCER ROD WEATHER STRIP MOULDWCs ALL AROUND MY DOOR MANUR) OVERHEAD POOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2X4 SPF 24' O.G. 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 PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES J PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD H W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IREFERE.ICE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.C. 1/2' GYP. WL. SD. WOOD BASE FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9O5.1.1 ON �6' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER i -01 FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT ,,.,. PRE-E:NG. GABLE TRUSS WEEP SCREED a : 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU OL 0'-0' FIN. FLR B TYP. WALL SECTION No oPENINCs 1-STORY GABLE BLOCK WALL SCALE: 3/4's I' -O' 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 Gradts NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 012, 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. Reviewed for Code compliance Universal Eng-nGWM Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W En Qq 0 I 0. Cal h W 4 F A ti SLTBDIV. 8a LOT: CREEKSIDE PHASE II LOT #42 PROJECT* 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO T7305 J PRINT DATE: 08 12 20 SCALE: 1 /4"=1' — 0" 8HEET i TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2, X 8' 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 NUTS 10 SECURE 2x4 ONE' FLAT TO BLK �O W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-15OLT OR ANCHOR 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/9' WASHER t NUT. (1) WITHIN B' OF TOP, (0 WITHIN 8' OF THE BTM, (3) EVENLY SPACED. 9 0 9 of imf NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEIQ.�E SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (a)BUCK ATTACHMENT p SCALES w'.I'-m' 8' CMU Ye' DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR 5/a'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 DOW BLOCK +3 4 OR +5 4 A SWINCALE: N.T.S. .T.S. 2X4: SECURE TO BLOCK W/ W&I TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-31(Q,' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t S' CMU 18' O.C. MAX SPACING. ° DRYWALL 2X8: ® ❑ 1'X4' OR I'X2' P-T. NAILER SECURE TO BLOCK W/2-Wb' DOOR CASING- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACINGS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-1/2" ,/ WINDOW TO BLOCK +1-1/2" USGALE: N.TS. 2X4= SECURE TO BLOCK W/ Wb' TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15, O.G. MAX SPACING-. MUST BE ON OUTSIDE 4 2X(ocm SECURED THROUGH! SECURE TO BLOCK W/2-Wfi' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 )4') J¢' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING_ 1'X4' OR I'X2' P.T. NAILER 2 X8:® ❑ SECURE TO BLOCK W/2 xob' OS$. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING - MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING-_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15 16' WINDOW TO BLOCK +1-15/ 6" C SCALE: N.TS. 2X4:® SECURE TO BLOCK W/ W6 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING-. MUST BE ON OUTSIDE 4 2X(oom SECURED THROUGH SECURE TO BLOCK W/24fb NON-STRUCTURAL 3iib' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' GMU WITHIN 8' OF D EACH EN4 V DRYWALL 18' O.C. MAX SPACING-. 2X8� ❑ 1'X4' OR I'X2' P.T. NAILER SECURE t0 BLOCK W/2-)(6 OOR CASING TAPCONS(MIN. rDOOR SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18' D.G. MAX SPACINGS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) DOOWIRNDOWBTO D SCALE: N.T.8 BLOCKK+221/4'" 2X4= SECURE TO BLOCK W/ Wfi' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGI4 SECURE SECURE TO BLOCK W/2- ,NON-STRUCTURAL ' WgTAPCON T MIN. 1-Y4' N. SHANK SIZE .145 HA (MIN. EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') V DRYWALL WITHIN 8' OF EACH ENE) t 15' O.G. MAX SPACING-. 1'X4' OR I'X2' P.T. NAILER 2X8cmm ❑ SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING-. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO f"L11'15 JAM = NOT F�ac€EP Ya') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ Wb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL �(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACINGS. �' DRYWALL ❑ VX4' OR I'X2' P.T. NAILER SEC2X8URE SECURE t0 BLOCK W/2-�i 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER ri",/12)12d .145 WITHIN WOF EACH MIN. HEAD SIZE 300 ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4') OOR CASINGS WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING- ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T i1 WINDOW TO BLOCK +3" V—J.SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBLDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 3)(6" SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8" CMU VIDRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING-. 'X4' OR I'X2' P.T. NAILER 2X84m ❑ SECURE TO BLOCK W/1-1/4' 3(b' 0,5.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 POOR CASING - MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 15' O.C. MAX SPACING. MANUFA CTURES DETAILS. NOTE: SWIM AS NEEDED TO Ma-0 JAM = NOT ExCEED A) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 v4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS' OG. MAX SPACING-. MUST BE ON OUTSIDE 4 2X6mw SECURED THROUGH SECURE TO BLOCK W/1-I/4 , NON-STRUCTURAL i(s," T TAPCON MIN. I-Y4' (MIN. IN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END t j¢' DRYWALL 18' O.C. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASINGS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,1449 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" u WINDOW 11 TO BLOCK +3 3/4" SCALE: N.T.S. peviewdd for. Code Compliai u:e glu rNvetsaf Engxr+rinD Scwru us 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U may.. ti 4 a v W 4 A SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE s VnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 14 2020 MCMEL C. ANDERSON AR NO 17305 DA : 08/12/20 SCALE: 1/4"=1' — 0" st. O1. FOLD INWARD • PT. A OI. FOLD INWARD • FT. A 2. CREASE • PT. 5 3. GREASE • FT. C ® ®FOLD • TT• 0 n Q 1. FOLD INWARD • PT. A 2. CREASE • FT. B FOLD • 4b' 1. FOLD INWARD • FT. A 2. CREASE • FT. 5 3. CREASE • PT. C 4. FOLD FT. C OVER PT. 5 TILL PT. C TOUCHES 5OTTOM FLANGE }' n4icr, 3 GOAT CEMENT PLASTER (FRAI'IE), la' 2 COAT CEMENT PLASTER (CMU) U1RI5 LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WR5 LAYER 61, STUCCO WRAP (FRAPIE ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLAW#, STOP WR5 ASS. IN ABOVE SHINGLES (FRAME ONLY) FRAME OR CMU ..,� EXTERIOR WALL FLASHING KICK -OUT FLASHING CSE DETAIL) FELTYFIENT� 410 SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND I& BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 4' OL. MAX. L WATER TIGHT SEAL. FOLD, DQ yQt CUT. KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT) my ROOF CEMEN WOOD SHEATHING OR CMU WR5 LATER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) AL LATH (FRAME ONLY) LAP WR5 E TAPE OVER ROOF/WALL SCREED 5'X5' '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 5 )) L" FLASHING N.T.S. DRAINAGE PLANE (UJR5 LA. T'ER #1, STUCCO UJRAP) WR,E5 LArER 1*2 CFORTIFI5ER 5UILD INC3 PAPER) i IETAL LATH STUCCO WOOD SHEATHING x x x x 5ELF-ADHESIVE FLA5HIN — — — — NOTE: 1 IETAL LATH: LATH TO BE RER SECTION R103_I.1 / AeT1 l G-547 -0c3, 1�IIN. 2.5 L85. PER SO. l')4RD (UTILIT�T' OR NOIYIINAL LATH D0E5 NOT 1„IEET 5PEC IFIGATIONS) eviewad for code spGa, ok"" ecsal "'Z S,,,,ces 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W W U rA 0 F 0. V r7 W A F A li SITS- LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA AUG 1 4 2020 MICHAEL C. ANDERSON AR NO 17305 rs"r' l 08 12 20 DATE: / / SCALE: 1/4" =11— 0" SHEET rim LEGEND DRAINAGE PLANE (WRS LATER #1, STUCCO WRAP) WRP LATER 02 (FORTIFISER — — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO :. .....::...:.�`I SELF—ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION AST-1 C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NT BUILDING PAPS OVER 'QUICK FLASH' PIPE THROUGH WALL 6" SELF ADHES FLASHING (INST, PER MANUF. SIDE BUILDING PAPE UNDER 'QUICK F STUCCO FINISH ro' SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH 1/5' TEXTURED FINISH + WOOD FASTEN TO WOOD STRUCTURAL 4 MEMBER ® 1' O.C. MAX SEALANT 6 8' CMU TOP d SIDES } V TOJ4' MID -WALL WEEP SCREED BLOCK A VENT PENETRATION SCALE: N.T.S. ELEC. MET;=F VERIFY LO AKf=H IL-1 Kr--L.MIYI= STUCCO SCRATCH COAT 4 1 COAT OF PAINT UU/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELECTRICAL PENETRA :C. METER FIELD 21FY 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 "T r-t l>z" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES .. , --LO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CONDUIT TIO N CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *1, STUCCO WRAP WOOD SHEATHINGS APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-z BEA[ OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH s MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER *I, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER *I STF #1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF #3 . YO.Y.O.Yo Vo.. p.. ,.eOG.O o. oO .O OO O. O.... o o F:7Y STF #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER *2, FORTIFIBER BUILDING PAPER ST 1* ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STF #5 STF #(o ELECTRICAL RECEPTACIJE Reviewed for Code CmnpllaMe Unbiersat Englrveenn(i As 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g r o u p. co m AA #: 0003325 w U3 W U W 0 ti 0. v 4 F A SVBDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT* 4321.200 042R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 08 12 DATE: DAT : 20 / / SCALE: 1/4"=1'-0" SHEET LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO UARAP) WRS LAYER *2 (FORTIFIBER BUILDING PAPER) i" IETAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING 0 2 1/2" 1 A RICORNER BEAD i i -E--p I CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER AFFLIED DIRECTLY TO MASONRY 0P BLOCK EDReviewdd for Code Compliance Universal Engmeedrp Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigrigroup.com AA #: 0003325 F 44 W W 0 U W O F 0. v r7 W 4 h Q E4 ti SVBDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT* 4321.200 042R1 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHFECT STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: / OS 12 20 SCALE: 1/4"=1'-0" SHEET I \ 2x(o SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE i/8" TEXTURED FINISH 's WOOD 1/2" TEXTURED FINISH a CMU METAL F4 I� I� I� I� I I � 2x6 su5 I 1 r' METAL FASCIA � WRAP Ya" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(a SUB BAND ONLY ()LVA7__ION AN A —ROOF KICK OUT REMOVED �\ FOR CLARITY TROOF DECK (BEYOND) i \ DRIP EDGE, 1" OFF WALL V NOT INTO STUCCO) �1/8" TEXTURED FINISH I WOOD, 1/2" TEXTURED FINISH a CMU i 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF - WOOD WALL. SUB BAND 2" OFF WOOD WALL l/a' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO SE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0' SCABBED TO TRUSS W/126 NAILS ro"-8" O.G. MAX. 2x SUB -SAND W/1Y"x4" NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Ca) WALL W /KICK —OUT FRAME OR CMU 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/lY"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a 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/12 "x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT v ROOF EDGE OMITTED FOR CLARITY j�y1e,��d for Code con,ppance Universai Engr"ee"m Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F w U 4 F a U h 4 F a SUBDIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 rsur-i 2Q12 DATE: OS / / SCALE: 1/4"=1'—Q" SHEET WAS v O ao ao cp 0 bo 38,_8„ 12,_0, 2 I9'-6, EXTEND SLAB 1 1/2" FM-12X12 Foo FM-12X18 I 4" CONC ICN SLABco IN 1 N rn W LL N LL N *3 112O w cD ILL a F-24X24 9'-6" 2'-6" in 10 — FM-12X18— 1 78 ■ v bo u� 2Z ao U O a v 0 6'-8" 13,_4" 3'-10„ 1 1,1 .1 _ I ` mCN �I LL _ 1 ao III 00 r X 1I W II u- II I I I o EXTEND 4 PVC SLAB 1 1/2 \` CHASE ��: �� i TE-1 5 1 /2" _ 4" CONC. ct 1"PVC CHASE FOR ELEC. @ i ISLAND SLAB dT2'-4 „Z-13" U'_0„1 � 18,_0" 17'-8„ TOP OF r SLAB M 3, 6, M I co 1 1 00 W 1.1 EXTEND W FM-12X18 SLAB 1 112 v> �---- - 00 r 14" CONC. ~I a X SLAB awl iXl 6 6„ IU 3 1 /2" al � 3 -4„ co l *71/2" 1 1.1 n FMC- 4 L_FM=12X18 1.) J 12X18 1.1 _ FM-12X18 — JFM-12Xl2 — 7_0„ 4,_4„ 2,-0, „ 16,_0" 8'-6„',, 2,_6, 11 0„ 8'_4" 19'-4" 38,_8„ FOUNDATION PLAN SCALE: 1/4" = l'-0" i FMC-12X18 2'-8" ro r` u� FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TORE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, MINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS',(#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER f OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 Wt 4xW1 4OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" (2) #5's (+)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's #51N CURB VARIES F-2424 24" 24" 12" (2) #5's (2) #5's (-)0"-4" FM-12xl2 12" CONTINUOUS 12" (2) #5's (-)0'-4" TE-1 8" SEE PLAN 8" (1) #5's 0'-0" SEGUE AC SIMPSON WB STRAP t 1 GONG. UNIT ROLL STRAP X2' OR EQUAL411 col(2) ID -CONS TAP-C EACH Gowr=R Op UNIT CONG. /IfSECURE E STRAP TO SLAB UNITS W/ (2) Oftl 114 SI-IT MTL SCREWS A/C CONNECTION TO PAD DETAIL. pa„IBwea for caio ComPllanco �Univsr Selenoes9x�uen�Y 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W 0 U W Q F 0. D1 h 4 F A ti yea SUBDIV. & LOT CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT f PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCH CT: STATE OF FLORIDA AUG 14 2020 MICFML C. ANDERSON AR NO 17505 z DATE: 08/12/20 SCALE: 1/4"=1'-011 SHEET SLmj STEEL REINFORCING IN GROUTED s` CELL SEE PLAN FOR SIZE AND O_ SPACING REQUIREMENTS (Y < W U C J. m y Z 8" CMU WALL O io o M ° °L TOP OF SLAB SEE SLAB SCHEDULE EXT. PORCH SLAB ° L 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE 0 • APPLICABLE) Z • SEE SCHEDULE FOR WxD, BAR SIZE 04 AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30' #6 36" #7 42" /%EXTERIOR 'MONO -FOOTING 0 in LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON NAILS, 2- BTM. LAP TO OWS, 4"C ROVER OIOSTUD 2x4 OR 2x6 W\2UDS — WALL W/ SYPEE PLANS FOR SLE BTM. PLATE TPROVIDE DB SCALE: 3/4"=1'-0" 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4)1/4" X 2 1 /4" TAPCONS VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY RE B . PLATE TO LA / d MASONRY NAIL TAGGERED. kDf IONAL METAL OCANECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. rSEE SLAB SCHEDULE .a a SEE SCHEDULE - FOR WxD, BAR SIZE D BAR QUANTITY I IOR FOUNDATION OD WALL 9 SCALE: 3/4"=V-0" (NO LIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL 01-01. TOP OF SLAB .'A 7. .. . , 1° VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 14" CHAMFER (1-STORY) W/ 1/2" ISOLATION la °'O 6" CHAMFER (2-STORY) JOINT (WHERE • ° ie EE SCHEDULE APPLICABLE) z Q' FOR WXD, BAR SIZE AND BAR QUANTITY r r,,_�\ EXTERIOR MONO -FOOTING @ GARAGE SCALE: 3/4"=V-0" W ❑¢ — I NEW REINF. BAR O 0- SECURED W12-PART a L EPDXY. MIN. EMBED J Q 8', LINO Q p FOLLOW ALL MANE SPECIFICATIONS FOR USE AND = m H 00 PREPARATION OF Z c HOLE. W� 01 J O o 0 O Q4 '4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING AR TO MONOLI_HIC FOUNDATION (6) CALE: 3/4'=1 -0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 30" MIN. EACH WAY MONOLITHIC FOOTING vv P P Dy 0 P.. 7 P P� �n FM a . CORNER BARS, SAME SIZE AS LARGER BAR v °I. 1N FOUNDATION WITH 30" LEG EACH 3 ! WAY AT ALL CHANGES IN DIRECTIONS s SO THAT THE STEEL REINF. IS CONTINUOUS ° vl. MATCH AMOUNT OF CONTINUOUS BARS P °'� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO ING WALL WI SYP No 2 STUDS SEE P S FOR ,(/'\\ F�URF/ , PLATE TO SLAB W/ SPACING. SINGLE BT LATE 1/ "x DGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. OP R SET IN HIGH STRENGTH PLATE XY 5-1/2" EMBED. MIN. @ 16"OC SIMPSON SPH4 OR SPH6 AX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d uJ x 3" a SEE SLAB SCHEDULE Q TOP OF $LAB d _ EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD W� SCALE: 3/4"=1'-0" (W/ U P L I o } Q W m e7 J a tY m O 8" CMU W L POURED LINTEL CONT. (TYP.) 111v I I Ilk CMU FILLED CELL (TYP.) TOP OF SLAB8" ° 2X WALL FRAMING E SLAB SCHEDULE1/2" DIA. SIMPSON STB2 BOLTS 5" Z Z.' � MINIMUM EMBEDMENT INTO ATED" COLUMN PAD ZFOUNDATION GROUTED CELL, 4" FROM ENDS AND d "ERED UNDER WALL AND16" O.C. VERTICALLY MAX co ED MONOLITHICALLY WITH AND SLAB SEE SCH ULE FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- 10 OOTING AND COL. P INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON RB FOR SONRY ITS SET ELEV' 1„ NAILS, 2-ROWS, 4" O/C BTM. I I —VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO m UPLIFT IS PRESENT. W SEE SLAB SCHEDULE Q )FSLAB :..e .. dg a EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 7,�INTERIOR'CURB FOUNDATION WOOD WALL CALE: 3/4"=V-0" (NO UPLIFT) pevIV ed for code Compliance Universal Enpmew" seances 2-194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abd esi gngroup.Com AA # 0003325 UBDIV. & LOT: as CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT AuGE: DETAILS 160 MPH EXP. C , ARCHrrECT. STATE OF FLORIDA AUG -1 k 2029 MICHAEL C. ANDERSC AR NO 17305 a a V qLD T" C^r ,� 08 12 20 r° DATE: SCALE: 1 /4"- f - O" SHEET j s i ° DOWEL PLAN SCALE: 114" = 1'-0" 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a M aCs, YbYF V V' tf�i M g I�1 � IM efi � V,uWd{. tl. OG 1.N� key 4' CREEKSIDE { PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN MPH EXP. C K n 17 PRINTi7 08/12/2 r DATE: to Code i S `'."ALE: 1 /4"=1r — Q fleviewad Gomu trance r � Universal En "�eerm ! x TEET es �ehc's e TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z d 41. a 11 a. a Q J a p CLEAN OUT REQUIRED ° FOR INSPECTION m !! ly Ill O 0'-0" FIN. FLR. �1 a' TIE ERTIQALREBAR 4, °. ° TO HORIZONTAL ,.a .. a .' � i.. -4.e; REE3AR W/ 10" HOOK Z w O U BAH SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 #7 36" 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q n SPACING REQUIREMENTS o� Q W m U � J V IL K - z 8" CMU WALL 0 co 0 SEE SLAB SCHEDULE EXT. PORCH SLAB d,. , 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2STORY) JOINT (WHERE • APPLICABLE) Z ° STEEL MATCH REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 1 TOP OF SLAB BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTIN SCALE: 3/4" +_ 0,_0„ i . •° < e 4 TOP OF SLAB WA i ° e a_ 4. U • a a - d ° ° 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS FE 11 W 7i — CMU UNIT DIMENSIONS ;o ARE NOMINAL SIZES - MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 2194 H WY A1A, SUITE 3Q1 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA`#: 0003325 SUBDIV TAT- .,, CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 ZODEL 4EAB "1672— ARIA" GARAGE SWING: RIGHT WAGE: DETAILS (4 160 MPH EXP. G , ARCHITECT- STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17 rr �7211Tll 013/12/20 SCALE: 1/4 SHEET S1o2A FRAMING ������� v`o�^n�~��� 1.U,N.O.ALL STRAPS FOR ROOF TRUSSES TOBE CONCRETE TOWOOD ROOF: S|MPSONHETA1B08(01Udx11/2'HDGNAILS CONCRETE TOWOOD FLOOR: S1yWp3ONLT)\2VV/(R)1OdK11/2''HDGNAILS, WOOD T[)WOOD: S|MPSONHiOA[)RLGT2VV/1Udx1 1/2"HOGNAILS, F|LL/\LLHOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING |STOBEPER FASTENER SCHEDULE. 3.ALL PLYWOOD FORFLOOR SHEATHING SHALL BEPER FASTER SCHEDULE MEETING THE REQUIREMENTS 8FAFG-0lAND APPLIED |NACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS ARE TUBEGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED DNCAST'CRETE' CONNECTERS ARE TO8EGALVANIZED. 5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST^CRETE CONCRETE LINTELS. G.BOTTOM OFLINTELS ARE T8BEPLACED ATTOP OFWINDOW, DOOR AND CLEAR SPAN OPENINGS. 7.LINTELS SHALL HAVE 4"NOMINAL BEARING (4"). 8.THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. 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 REV|EVVAND APPROVAL. 9.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDS UFROOF TRUSSES SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF.POWDER ACCTUATED FASTENER, ZF72P8S35'1777 'x27/8"LONG, WITH WASHER @16'O.C. 1O.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME QNEACH END � UNLESS OTHERWISE SHOWN DIFFERENT. � 11 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON� RATIONAL ANALYSIS. 12`ALL ELEVATIONS ARE REFERENCED FROM 0-U".FINISH FLOOR, UNLESS � NOTED OTHERWISE. MARK SIZE & DESCII'UPTION1 REMARK BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH!/ T.O.S =TOP OF SLAB ABBREVIATIONS E-E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T-0. = THROUGHOUT MARK DESCRIPTION fc SIZE REINFORCEMENT STIRRUPS REMARKS OCAST-CRETEw SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFF UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 640 m 1254 1684 2103 2W5 3M 470 4EM 7524 SUM 11 1 I= Ir-C Wn PRESTRESSED N.Imt lr4� Wn PRESTRESSED N.R. 194 84 ir-c ("I PRESTRESSED — 00 30 — m m IIIN IM 180 2W In 3w aW a 740 (M 1006M 12YI un (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VAWES TAKEN FROM "SAFE LOAD TABLEV BY CASTCRETE MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VAUUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTAUM PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 40 OF BEARM PAST EACH SIDE OF WINDOW OPENIING PRODUCT CO �TROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE co CD 00 LINO, PROVIDE BB1 WHERE e1*1__ROOF TRUSSES BEAR, TOP .01 LIFT BEAM PLAN SCALE: 1/4^=i'fJ' FloviswOd hxCode CoaVitance scwmes 2194HVVYA1&SUITE 3g1 |NQIANHARBOUR BEACH, PH: 321,802-3591 vvvw.aUdesigngrPup.00nm AA#:D003325 FT W E, CREEKSIDE PHASE II MODElz is 1672—ARIAI RIGHT LIFT BEAM PLAN AND NOTES IN STATE OF FLORIDA AUG 14 �»�v �� MICHAEL C. AN0ERSON 06/12/20 DATE: #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK I - 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM I, 1 t:l i DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN e`F _0" Zb OPEN FACE SHELL SO J� AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=l'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF BAR CONTINUES THROUGH LINTEL. m LE REINF. BArR(S), 3ROUTS BENEATH NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. $„ �IGY 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING— QJ PLACE STEEL HEIGHT pF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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"xl6" (p 5. COURSE D BEAM SHOULD BONOUBLE BBOTTOMOND BEAM COINCIDE WITH A LINTEL THE IS OM T ED AND A LIIN E IS PLACED. THE SET L BOND BEAM r " p REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #5 / TOP OF THE LINTEL. P. g" A ���• � 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN '16"DEE�I�i� 8x16 DBL. B OND BEAM W/ ( BON 1) #5 BAR TOP OF D BEAM EACH COURSE G 8x8 BOND BEAM TOP OF • ���� W/ (1) #5 BAR. BOND BEAM .+•. F pq F --FILLED W/ GROUT �p U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING _\IVl WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 NOMINAL�6-1 T� 1 M /O B 8x8 PRE -CAST CONCRETE LINTEL W/ (1 ) #S BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY $Q� HEIGHT #OF#SS TOP', � OPENING-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT .BOND BEAM COURSE OR 2 THAT XFXX - 1Tt1Ml0B INDICATES A DOUBLE BOND BEAM /#OF #5'S;. BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX- 1Tl1MlOB.INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED ` OF OPENING LINTEL AND XUXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2X 3) 1-3116 WINDC PRE -CAST WINDOW SILL SLOPE M TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER -- BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL — STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION. OF BC)ND BEAM 7 SCALE:314"=1'-0 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8_(MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING LICMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=l -0" Reviewed for Code Compliance uj Universal Engxraer M Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SU DIV. & LOT: CREEKSIDE PHASE II LOT #42 PROJECTS [_ 4321.200 042R1 r. MODEL: a 4EAB "1672-ARIA" GAIEtAGE SWING - RIGHT I PAGE: DETAILS I~ �1 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA AUG 14 202011 FN I L: MICHAEL C. ANDERSON AR NO 17h m 08/12/20 : 1/4"=1'—O" 'i BEET SINGLE LINTEL, MULTIPLE OPENINGS 2eIA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 11/2" 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 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X ZF POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 13. 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 13 RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 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 BRACE TOP OF WALL. A U U U 1� CJ1 4 = II IIII III 311.1 IIIIII III IIII IIIIIII IIII IIII IIII IIII EJ7Ih I)w ITRUSSES W/2X4Fill! GIRDER/TR SS BOTTOM CHORD w w w CORD WH2X6BOM CJ3 ATTACH 4'-0" LONG 2x SCAB CAB TO CJ5 TRUSS W/ 10d NAILS 6" O.C. I (IFROM EA. E4A\ I III I IIII GTIIIIII 1I�1I� IIIII� �IIII� I�IIII 4 2x4 SCAB NAILED TO DIAGONAL ENDJACK TRUSS BOTTOM BRACINGIBOTTOM CHORD W/MIN (4) 10d CHORD BRACING :RE APPLICABLE NAILS FOR EACH CHORD CONNECTION :1 DISSIMILAR BOTTOM CHORD BRACING ® END BOTTOM CHORD BOTTOM BOTTOM CHORDCHORD DIAGONAL 2x4 SCAB NAILED TO AGONAL TRU CHORDBRACINBRACING I/\I MW/MIN (4) 10dNAILS BRACING/ CHORD BRACING M CHORD BRACING YYJJ FOR EACH CHORD CONNECTION B DISSIMILAR BOTTOM !CHORD BRACING @ MID RUN .CONNECTOR SCHEDULE CONTROL DATE: 01/27/2020 MiTek USP SIMPSON MiTek USP SIMPSON - DES UPLIFT GRAVITY DES. :UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (a) Lod X 11/2 1-PLY, (I) 16d 2 PI Y. EMBED 4" (8) led x 11/2 1 PLY (6)16d 2-PLY, EMBED 4' (2) HTA 16-18 2430 (21 M ETA-16 1985 (12) IOd x 11/2 1-PLY, EMBED 4 (10) 10d x 11/2' PLY, EMBED 4 HTA 16 1870 HETA-16 1810 (10)10dX 11/2", (8)16d 2-PLY, EMBED 4" (9) 10d x 11/2 1IPLY, (8)16d 2 PLY, EMBED 4' HTA 20 1870. HETA-20 1810 (10)10d x 11/2", (8)16d 2-PLY, EMBED 4" (9) 10d x 11/2 1 PLY, (8)16d 2-PLY, EMBED 4' (2I HTA-20 2430 (2I HETA 20 2035 (12) IOd x 11/2', 1 PLY, EMBED 4' (10) 10d x 11/2" a -PLY, EMBED 4 2500 1016d 2-PLY EMBED 4" ( ) 1216d 2-PLVE 1 ) BED 4" LUGT-2 1655 LGT-2 1885 " Wed e-Bolt+Anchors, WOOD 16 10d BLX (51 1/4'k 3 g ( ) (7) -1/4" x 2 1/4' TITEN, WOOD (16116d Q LUGT 3 3380 LGT3 SDS2.5 3480 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) W525 (12) SIDS 1/4"x3"TO GIRDER, (4) 3/8' x 5 THEN HD TO WALL DHTA-20 2430 DETAL-20 248D (16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE 118) -10d x 11/2, 1 PLY ALTERNATE USE OF (21 HETA 20 ACCEPTABLE iS9 MUGT15+ 3945 MGT+ 3965 1 5 8" A.T.R. IN HIGH. STRENGTH EPDXY MIN 12" EMBED 22 10d TO WOOD (I / 1 ).l I ) 1) 5 8' A.T.R. IN HIGH STRENGTH EPDXY MIN. 12 EMBED 22 10d TO WOOD I) / ( ).( ) HUGT2+ 9575 HGT-2+ 10690 WOOD (9) 10d, MASONRY (2)3/4 A.T.R (2)3/4'A.T.R. INHIGH STRENGTH EPDXY (MIN. 12 EMBED), (16) IOd TO WOOD HUGT3+ 9860 : HGT-3+ 10690 WOOD (8) 10d, MASONRY (213/4"A.T.R (2)3/4"A.T.R. INHIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LPTA 1510 PARALLELTO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLELTO 1210 PERPENDICULARTO WALL WALL (10)10dx 11/2" (10)10dx 1-1/2 MUGT15 3945 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED). (4) 10d TOP/(6) 10d FACE/(12). 10d BACKOFTRUSS (1) 5/8" A.T.R. IN (HIGH STRENGTH EPDXY (MIN. 12 EMBED), (16) SDS 1/4",0" HUGT 9573 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d (2) 5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED),.(32) SOS 1/4"x3" MTW 12 965 MTS-12 990 (14)I0d x 11/2", (141 10d (14)10d X 11/2" HTW 16 1355 HTS-16 1310 (16)10d X I1/2",(16)10d (16)Lod X 11/2" HTW 20 1355 HTS-20 1310 (24) 10d X 11/2", (20) IOd - (24)10d X 11/2 - HTW24 1355 HTS-24 1310 (24)10d X 11/7",(20)1W - (24110d x 11/2 LSTA 12++ 930 LSTA-12++ 925 (10)10d (10). 10d LSTA 18++ 1235 LSTA .-19+ 1235 (14)Lod (14)10d MSTA-18++ 1310 MSTA-18 w. 1315 (14)10d (14)10d MSTA-24++ — 1640 MSTA-24++ 1640 (18)10d (18)10d q MSTA-30y 2065 MSTA-30++ 2050 (22)10d (22)10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)I0d V�C3j1 XS71236 - 2765 MSTI-36 3800 (36)10d X 1112" (36)10d X 11/2 KTS1248 5105 MSTI-48 5070 (48)10d X 11/2" (48)10d X 11/2 LFTA6 980 - H6 1055 (16) Sd x 11/2", (16)8d) (8) Bd TO PLATES, (8) ad TO STUDS - SPT4 875 SP4 825 (6) 10d TO STUDS (6) 10d TO PLATE (6)10dx 11/2 STUDS -. MP34 5251N F1@160% A34 430 (418d x 11/2" TO BEAM, (4) ad x 11/2"TO POST. (4)8dx 11/2" TO BEAM, (4) 8d x 11/2" TO POST HHCP2 680 HCP2 590 (10)I0dx 11/2"TO TRUSS, 110) SOd% 11/2 TO PRATE (12)10d X 11/2 RT1GA. 1020 H10A 1040 10dx 11 'TO TRUSS, 30d X1 'TOPLATE (91 /2 1155,8(1 1/2 { 1810d X 11 ) /2 MUGT15&PHD4A 4175 VGT &HDU4 4940 (a)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)SDS 1/4"K3' 0 WOOD, (10) SD51/4'x2112"W/ THREADED ROD, (2) N LRS/WASHER/2 PLY MUGT15&PHD4A 4175 VGT &HD7B 4940 (28)10d TO TRUSS,(101 WS3 WOOD SCREWSTO POST W/5/8"THREADED ROD (16}SDS I/4"x3 0WOOD, (3)-3/4'STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLV PAU" 2535 6775 ABU 44Z 2300. 7750 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. " EMBED) IN CONE, (12)16d TO WOOD (1) 5/8 A.T.R. IN IIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE, (12)16d TO WOOD . PAU66 2455 16005 ABU 66Z 2190 18205 (2) 5/8" A.T.R. IN HIGH STRENGTH 00",IMIN.7" EMBED) IN CONC, (12)16d TO WOOD (1)5/8A-T.R,IN 1IGH STRENGTH EPDXY, (MIN, EMBED.) IN CONC.,(12)16dTO WOOD LT519 ++ 1205 LT719+++ 1310 1 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBED) IN CONC.,(8)10d TO WOOD (1)3/4 A.T.R. IN AIGH STRENGTH EPDXY, (MIN.] EMBED.I IN CONC,(8)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1)3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED) IN DONE.,(10)10d x 1-1/2 TO WOOD (1)1/2 A.T.R. IN AIGHSTRENGTH EPDXY, (MIN..7 EMBED) IN CONC., (10) 10d TO WOOD HTT45 4160 HTT4 4455 (1)5/8"A;T.R. IN HIGHSTRENGTH EPDXYIMIN- T' EMBED) IN CONC,(18) 16d X 21/2" (1)5/8 A.T.R. IN ItGH STRENGTH EPDXY (MIN,] EMBED,) IN CONE,(26) 16d X 21/2 HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN CONC., (26)16d X 21/2" (1) 5/8 A T,R:1N IGH STRENGTH EPDXY (MIN, 7 EMBED,) IN CONC., (26)16d X 21/2 UPH011+-. 14395 HHD011-SDS25+ 11810 (1)1"A.T. R.IN HIGH STRENGTH EPDXY,(MIN;10"EMBED) IN CONC., (24)W53 WOOD SCREWS (1)1 A.T.R.IN HI 3HSTRENGTH EPDXY, (MIN 10 EMBED.) IN CONC,(24)5D$."x2%"WOOD SCREWS PHDSA TOM 6525 7870 HD7B 6645 1 5 8' A.B. IN HIGH STRENGTH EPDXY MINT EMBED IN CONC. 14 WS3 WOODSCREWS (I / . ( 1 ( ) 1 7 8 A B IN H O / GHSTRENWH EPDXY I T' EMBED. IN CONC 3 3 4' STUD BOLTSTO WOOD . (MIN. ) . O / (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIND" EMBED) IN CONE LH 7/8" STUD BOLTSTO WOOD NFM35X12L1 2580 7130 MBHA 3.56/11.25 3475 5330 (1)1/2"'J-BOLTWMIN 6"EMBED&NOT LESSTHAN 4" FROM EWE OFCONCW/3/4" DIA TON RAMSET/REDHEAD DYNA BOLT SLEEVEANCIOROR EQW/MIN 5"EMBED INSTALLED IN FACE.(14)10d AT101ST (1)3/4"A.T.RI IN EPDXY, (MIN. 5.9 AIGHSTRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1)3/4" A.T.R IN HIGH STRENGTH 'EMBEDMENT) iN C.M.U. FACE,(18) 10dTO BEAM HUS4121F MIS 2710(100%) HUSU12 (WOOD) (WOOD) 3435 2635(100%) TO HEADER, (1R1)l6d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 3325 (125%I 3220(125%)(10)16d g HD41011(CMU) 1950 1180 (CMU) 1800 4500 (18) 1/4"x 3' " WS3 5CRM, (10)1Dd TO WOOD, USP (20)3/16"TAPPER+, (10)lOdT0W00D (18)1/4 x 2 3/4.. TEN (9 PER FIANGEI TO CMU, (10)10d TO WOOD HD210-21F(CMU) 1950 3080 HUC210-2 (CMU) moo 45W N18)1/4""x3"VMSCREWS, (10) 10dT0 WOOD. USP (20)3/16-'TAPPER+,(10) 10d TO WOOD (18)1/4 x2-3/4 RTEN(9 PERFLANGE) TO CMU, (10) 10d TO WOOD. HD210-31F (CMU) 2795 5015 (C' ) -3 (CMU) 1800 4500 18 14"" x 3' W53 10 10d TO I I / SCREWS,( ) LIy00D. USP (20)3/16•"TAPPER+, (10) 10d TQWOOD (18)1/4X 2-3/4 ITEN(9 PER FLANGE) TO CMU, (101 lOtl TO WOOD LGUM26-2 2125 6065 : LGUM26-2-SDI 143D 5595 1413/8" X 4"Wedge-Bolt+ Anchor;WOOD(4)VM WOOD SCREWS (4)3/8x4TTEN IDANCHOPS.(2 PER FLANGE)TO CMU, (4)1/4 X21/2§®§SCREWSTO WOOD 0 , ) 1[ 1 i ° R r s O.C. MAX I — AlA v - - I Q i w I 6 F� p Q Y II Y - . I a 1 I d I 2A1TIC I o ACCESS i I ,PL Itl A 1 m. o- �4 :. A9 - 1A --- A11G J e __= I LILI II 00 I1; ----- — v I !I II II II �I II 1 A� C13 = II 'z,i 7 N CJ1if II 190 (717 �Il if If �)� U U J7A 11 U 7 8 FRAMING PLAN SCALE 1/4" = T-0" C.I1 CJ3 0 CJ5 � I_1 ID 1A A Reviewed for Code Compliance Universal Enoneering SaerwRs 2194 H WY A1A, SUITE 301 R INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 I www.abdesigngroup.com I; AA #: 0003325 F W 0 U W ti F E4 r In i F A ^ I -- CREEKSTIDE PHASE II LOT #42 PROJECTS 4321.200 042R1 MODEL: 4EAB "1672-ARIA" 1'. GARAGE SWING: RIGHT PAGE: 7 FRAMING PLAN lka 160 MPH Pam, u STATE: OF FLORIDA r Y AUG 16 2020 m MICHAEL�C�N C. ANDERSO $ O IOUW05 $y RINT 08/12/20 DATE: SCALE: 1/4"=1'-0" SHEET Ik; S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 2" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 12'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Old x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 2" NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS 1x2 SECURED W/ 10d GALV. COMMON NAILS i 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE, APTSYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a TYPICAL TRUSS/ 1 b 1 c SCALD GIRDER CONNECTOR(S) 4 NOT USED NOTCH DEPTH 1/4`D HOLE EDGE >5/8" T MOLE DIAMETER < 2/5*13 SGL. STUD OUTER 1/3OF SPAN ONLY HOLE EDGE >518" BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 1 1/2"=1'-0" ENGINEERED WOOD TRUSSES-- PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4"; (9) 1 Od x 1 Z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ I Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS ` 4'x2Z"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) Z' x 5" TITEN HD TO CMU AND (18) SIDS4' x 1 x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2)12-" x 57ITEN HD TO CMU AND (18) SDS 4' x 3" GALV. COMMON NAILS. 1x2 SECURED W/ IOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLO ABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLO ABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE:3/4"=,'-�" 5 NOT USED 9 NOT USED # 1100 UPLIFT SIMPSON HTSM20 W/10 1Od TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6-0" MAX (W/lX4) OR 10'-0" MAX (W/2X4) Al I c c 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDI ,'ION, IF 10-0, O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ . INTERSECTION TYP. (:::: BTM. CHORD BRAYING S-N-0T USED (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 PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY6' 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. GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" e BLOCK WALL W/ 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) LOADCAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES ALTERNATE MATERIALS @GALL: 3/4"=1'-U 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r y a a W ai ) ' UBDIV. 8c ry CREEKSIDE 01 PHASE II LOT #42 > ?ROJECT# " 4321.200/042R1 r MODEL: 4EAB "1672- ARIA" GARAGE SWING RIGHT PAGE: DETAILS 160 MPH EXP. C Ft, 4' ARCHrrECT- STATE OF FLORIDA. a AU1114.2620 y ) MICHAEL C. ANDERSON AR NO T730 08 12/,I ATE: 20M Reviewed forf.c& SCALE: 1 f "-1`-0 e complianc Universal Engi91 neerNg Sciences SHEET Sae 1A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH; 321-802-3591 www.abdesigngroup.com AA M 0003325 F ai W C O U W O E� 4 1 v F 6' c � c 771=7 .v See 1LOI t CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL 4EAB "1672-ARIA" .ARAQE.r m RIGHT AE: DETAILS pg ARCHFrECT- STATE OF FLORDA AUG 14 2020 rACHAEL C. AR I,', FF C N,, R NO 173305 08 1 2 SCALE: 1/4"=1'-CI ° SHEET S3.11F (2) 2X4 No.2 SYP DIAL. 2x6 OUTLOOKER @ 24" O.C. SECURED W/ SIMPSON H10A ppQpPPPIP ppppPpppQ pppPlPpPu VTCR SPACING (1) AT EACH END pppppppPp BRACE WI (3) 12d EA. TRUSS (DIAG. BRACE TO VTCR AND 6'-0" O.C. MAX. COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) X' BRACE 30'-l" TO 60'-0 (3) "X" BRACE ppPQIQQpG (1)'X' BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT All \� IgQIYII GpdPPAQQP FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) ppQpVIpQG a PLYWOOD SHEATHING. SEE \ "ROOF/WALLIFLOOR to O SHEATHING FASTENER SCHEDULE' \� SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. Q —CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL ENGINEERED WOOD SIDE VIEW 2x SECURED W/ (3) 16d GALV. COMMON NAILS. TRUSSES @ 24" O/C. 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" OIC AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ SCALE:3/4"=l'-0" HIP RETURN VALLEY TRUSS CONNECTION 2 SCALE: N T.S. peviewed fa code ColnplkknG9 emal En sGevces 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W D3 04 W 0 F ti U W 4 F q C: ti SUBDIV. 8e LOT: CREEKSIDE PHASE II LOT #42 PROJECT# 4321.200 042R1 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA AUG 14 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT 08/12/20 SCALE: 1 /4"=1' - 0" SHEET S�e�c GABLE-[ '.'.' HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39AS PSF (4948) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOFDWPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4 O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS ROOF/ WALL/ FLOOR SHEATHING AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL — ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN_4' OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0,120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J_ Q .. Z W Z U` � Q LU ° V (i V z Of J Q Q Z00 Z LU Ur Z Z J ... =) W Q C9 uJ (7 LL z Y @ Z W = O J J Q Q V O Z Y Z =° z@ 0 <W LLI Z me Ed LUEd co 2 U 1— U b Z• co LU (O • �'. Z a Go 0- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS — ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS @ 6" O.C. IN FIEL15� TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ' ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO. ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". GENERAL NOTES: '. WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL, MECHANICAL; ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS,AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ON STRUCTURAL. DRAWINGS. APPLICABLE BUILDING CODE STANDARDS; FBC-R 2017, 6th.EDITION CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE. NO. 2 OR BETTER: F6 = 1100 PSI AND A MODULUS OF. ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON - CONCRETE BLOCK SHALL BE ELASTICITY - 1 400 000 PSI: ALL WOOD IN CONTACT WITH C RETE OR CONCRETE ORAL CONCRETE A CI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF FOR STRUCTURAL pRAWINGS. SEAMS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT DISODIUM FORM: WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD. FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND - FORM 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 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, -WORK, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS DRAWINGS. FOLLOW TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING. UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING SYP #2. ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. THE STRUCTURE IS. DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UNTREATED WOOD INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND T WOODEN TOP PLATES AT BEARING LOCATIONS ONS WITHOUT SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS RE WELDED WIMESH' DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD •TRUSSES] TEMPORARY BRACING, GUYS OR TIE -DOWNS. TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2"CHAIRSSPACED3'-0" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036 AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTMA615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W! 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 "TPINVTCA CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND BCSI 1" 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 ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf... REVIEW. WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE .CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS; BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD '. FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIA58.1-1982. - 15 pef TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE: ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No.GYPCRETE) THICKENED SLAB; BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM CHORD 5 psf BTM CHORD 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 DEAD LOAD TO RESIST WIND UPLIFT: 1Dpsf WALL.. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf 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 WIND:DEAD LOAD SPEED =160 MPH 3=SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER' IS RESPONSIBLE FOR FINAL (ASCE 7-10 (FBC.R2017) EXPOSURE C, RISK CATEGORY II). LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED : DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BE AS CALLED OUT ON THESE (MANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf; BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS:.40psf GUARDS AND HANDRAILS 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, ST'AIRS.. MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE '. MASONRY AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS SHOP DF AWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT .STRUCTURES PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ;VERIFY THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON. THIS PLAN SHALL SUPERCEDE THOSE COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. MASONRY ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE $LOCK LH RE B TWO-CEANCE ALL BLOCK WALREDL OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHO! DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM N HALL ASTM C-9Q GRETE.f m =. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSSTO TRUSS CONNECTIONS. OF REP ODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE. PROHIBITED ASTM C�76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WRITTEN. PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/81, - DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN DOCUMTHEEXPROV COURSE AGGREGATE,AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT TO CONSOLIDATE GROUT, - - FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf,.FOOTING ,. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. - FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE. RE -COMPACTED AND RETESTED ATTHE LAP VERTICAL REBAR6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL ..STRUCTURAL STEELS BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONORM: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM GONCR TE SHALL ACHIEVE MINI MUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46-ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS., AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,d00 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 CONTRAC�OR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC, ALL ANCHOR BOLTS SHALL BE GALVANIZED. STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED. WHEN. CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON 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 NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE ASFOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TOEARTH .AND/OR WEATHER'. i-1/T FOR #S AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE I WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE L TYPE SPACING REMARKS GARAGE DOOR BUCK 114" DIA TAPCON MASONRY. 1 12' EMBED., 4" END DIST. p/p' ix2 PT FURRING TO CASE HARDENED COIL 8 O/C i0 MASONRYICONC. NO WASHER FASTENER 8 O/C 1 1/2°. EDGE DIST. n MASONRY I CONC. NAIL 1 1/2' LONG. SGD, AL. EXT. [DOORS CASE HARDENED COIL 911 OIC. WINDOWIDOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. W! EXPABOLT EXPANSION 24" O/C 4" EMBED., 4" END DIST ., Ix PT, SEE NOTE 6 NAIL 1 12" LONG STAGGERED INTO MASONRWCOHC. TO. MASONRY/CONC. WASHER 3'"EDGE GIST. TO CONTACT THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOWIDOOR! FASTENED METAL STRAP ' 1xPT.SEE NOTE 6 NAIL 1V2"LONG . STAGGERED INTO MASONRY/CONE MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR WI 2) 3/16 DIA_ "TAPCON" 18" O/C 1 112" EMBED, 8" END. NON -BEARING WOOD 112"' EXPANSION : 24„ OIC D4". EMBED. 4" END ST, 3" EDGE DIST. BUCK 2x SEE NOTE 8 NO WAS SHER FASTNER DIST, 1 V2" EDGEDIST. WALL TO SONG SLAB WIWASHER BOLT 2x PT. WINDOW BUCK 0 138' PAF x 21/8' 9" O/C 4" END. DIST., 1 V2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I 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 EXPECT 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. ' Reviewed for Code Compliance Universal EngmesM Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 PAGE: DETAILS 160 MPH EXP. AUG 14 II MICHAEL C. •AR NO .�. • • PRINT 2012 DATE: 08 / / 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r-� ST LUCIE COUNTY MASTER PA EXPRESS `-SHINGLE H PAG 37k, A I CT STATE OF FLORIDA AUG 14 2020 B.3. 0 -scAy,m- g f LS t9 V- 0 PB . SET J !a