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Home My WebLink AboutBuilding Plans0 r STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 0 0 2 � � .�iLJ B ,'11mm\\\\\\\%\�� 1430 CULVER CDRIVE NE, PALM BAY, FL 32907 Tel= (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: - FiARIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B - BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: LIVING 1432 SQ. FT. MICHAEL C. ANDERSON GARAGE 2 SQ. FE- AR N o . 17305 ENTRY 38 SQ. FT. LANAI 96 SQ, FT. A.B. DESIGN GROUP, LLC TOTAL 2238 SQ. FT. 2194 HWY A1A, SUITE 301 A/C VOLUME 1438116 CU. FT. INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS ABV. ABOAZ LAV. LAVATORY DATE DESCRIPTION A!C ADS. AIR CONDITIONING ADTLiSTABFF LUM, M.C', LUMINOUS MEDICINE CABINET 01/26/18 CD'S ISSUED 0145118 — 2011 FBC UPDATE ALT. ALTFRN.ATP. MFR. MANUFACTURER AMP. AMPERAGE, MIN. MINIMUM 0146AB CD'S RE -ISSUED BID . BOARD M.T. METALTHRTSHOLD CL CENTER LINE MID. MOUNTED 02121AB SIDING ELEVATIONS ADDED C.AB. CABINET MIL. METAL CLG. CLR. CEILING CLEAR N I _ O( NOT TO SCALE ON CENTER 03/26/18 CD'S IRE -ISSUED CONC. CPT. CONCRETE CARPET PL P.B. PROPERTYLINT. PUSH BUTTON 04/1948 FOOTING REVISION PER M. BOWES 06/21A8 _ CD'S RE -ISSUED - C.T. I). CFRANTIC TIL.F DRYP.R PH. PLT. PHONE PLATE 02A9/19 ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) DBL. D.G. DOUBI,r DUAL GLA7TD PLYWD. PR. PLYWOOD PAIR -- DIA. DT.AMTTTR P I PRESSURE TREATED 02/22/19 PLAN MAINTENANCE DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/28A9 REVISED LINTEL SITE AT FRONT ENTRY DOOR DP. DR. DEEP DOOR R.A.G. RTT. RETURN AIR AIRRR.r. REFRIGERATOR 04/24/I9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N (MELB-) 04/24/19 REVISED HVAG VOLUMES ON SGFT GALL, SCHEDULE (MELB.) D.S- DEL. DOWNSPOUT DT_.TATL RM. R.O. ROOM ROUGH OPENING — D.W. DISHWASHER S.C. SOLID C.ORTTNT DR 06A2A9 ADDED 'EXTERIOR MONO DEEPFOOTER'.DETAIL I2/51.1A(ORU EA- EACH S.D. SMOKE DETECTOR 06/11A9 ADDED LED LIGHTS s KITCHEN 4 BATH PER MARK SOWES ELEV. ELEVATION S.H. SINGLE. HUNG EQ. EXH. EQUAL EXHAUST SHT. SHTH<.. SHEET SHTATHTNG 01A9A9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) EXT. F.G.!FX. EXTERIOR FIXED GLASS SIM STivt- SHowTR SIMILAR 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER ®:GABLE ROOF — — 10/25/19 —� ADDED OPT. 8 -0 CEILING HEIGHTS F.G. PEN. FUEL GAS FINISH SL. SL. GL. SLIDING SLIDING GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS T4 LR. FT.00R STD, STANDARD FLUOR. PLI JOR FSCENT SWS SHEAR WALL 04/01/20 REV16E ENKAVENT RADON PLAN DIMENSIONS FR. DR. FRENCH DOOR RFC.TION ' FTC. _ FOOTINGTEMP. GAUGE UGEGETAK. GA TEMPERED GLASS THICK 04/09R0 OPT. V-0' CLG. HGT: ADDED LED LIGHT 1N FOYER GAR. DISP. OFF.. GAR BACE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P. TOP OF CTTRB TOP OF PLATE 04/09/20 OPT. 8'-0' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDED ELEVATIONS 'L' 4 'M' (ORL) INTERRUPTER T.O.S. TOP OF SLAB GL GLASS TYP. TYPICAL 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'M5' (ORL) GYP_ BD, GYPSUM BOARD U.N.O UNLESS NOTED H.B. HOSE BIB OTHERWISE 01/01/21 2020 FBC UPDATE IT . HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WA;HER HGT.ORHE HEIGHT W WITH INSUL. INSULATION WD. WOOD _ INT. INTERIOR WDW. WINDOW W9H WATER HEATER W.I. WROUGHT IRON - --- a rnl of«l ,,. "`v.k�`*6`t'�%F'�' as64•'�ka<: 'fe: .,.�4 .'�-^_�7S '�'". w p` h ',k tiM 'ra Fly. g w ' } INDEX OF DRAWINGS ARCHITECTURAL SHEET PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-NOT USED PG WA5-NOT USED PG WAIS-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DESCRIPTION DESCRIPTION Reviewed for Code Compliance G9 Universal Engineering Sciences SUBDIV. ac LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODET: 4EBB "1828-CALI" GARAGE STrMG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 IAEL C. ANDERSON AR NO T7305 ratiaav A 2103 DATE: 03 / / SCALE: 1/4"=1P-0" SHEET CI 'S W'P, l.w ""I 4, 7 _77, T 17- 7,-, 11111111up-00mgm X NEPAL NOTES ; SrM WORK TIMBER ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 1 ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH ON - SPECIFICATI t AND CODES MODIFICATIONS AS SPECIFIED 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 7TH EDITION (2020) LINO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER tbNSTh'U'CTIO'N'--(STAt4bAl�'n-MMUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL CONFLICTS WITH B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS Fd§m'b6D0bN8TRUCTION OVERRIDE SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL (NDS) BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DE13RIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU' - THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT RESISTANT GLASS. THESE OPENING PROTEC71ONS SHALL BE 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE b. TRUSS PLATE INSTITUTE. . ...... I. NATIONAL DESIGN STANDARDS RlIGHT-M DARD8 ETAL'PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORK E APA - THE ENGINEERED woobAssb6lAtIbN'. 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 1/2THE HORIZONTAL I I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TC THE ATTENTION' OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WIT 1 THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRIL CTIOIN AND/OR AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Ell. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHIN� I OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. �J 5. THE ARCH ITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURE 3, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THEIBUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7. DO NOT BACOILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. eN CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUIlPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. M 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH I/z- AMAFLEX. a. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHII ECT/�NGINEER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND 5. ALL CLEAN OUTS SHALL BE FLUSH WITH GRADE. 9 NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, COUNTY BUILDING AND ZONING CODES. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, GARAGES AND CAMORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005,2. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEETti DRAWING. 9. THE PLUMBER 10. DRILLING &iNOTCHING IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. OF WOOD FRAMED STRUCTURAL MEMBERS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION EXTERIOR WAIIL CIMMNIN 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 1 . ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR r PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE E Cull PED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR' NO�� LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: TABLE R301.2(3), i MANUFACTURED SOFFITS SHALL BE TESTED AT 15 TIMES THE DESIGN PRESSURE J 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. m TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF EaMR F111110111�HES 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARA TI NG ITH E AGRICULTURE AND CONSUMER SERVICES." 11. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL T MIN.I RIGID APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENIN 30S INTO THE THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, GARAGE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ;THE ASTM-C926 18b, ASTM-Cl 063-19a & ASTM-Cl 787. 4. AS PER SECTION R302.6 & TABLE R302.6 ' GARAGE SHALLBESEPARATED FROM THE RESIDENCE AND ITS AFTIC AREA BY NOT 3. LATH & ACCESORIES PER ASTM-C-1 063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. 1"� FLASHING HORIZONTAL LATH AND PAPER DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL LSO BE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS PROTECTED BY NOT,LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT, 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 - 19aAND 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 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, � THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURERS SPECIFICATIONS). CONSTRUCTIONLl OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICESARE WTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOPAND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'$/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY HE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. mm� Reviewed for Code Compliance Universal Engineering by Sciences CONTROL DATE: 12/10/20 (RM) 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, : FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AP, #: 0003325 � IN. ".- me, I'lw�ll E , 41 k � pp Aft k\j g 01 ANk C13 ft lllk�� x R. StMDrV. de LOT: CREEKSIDE PHASE 2 LOT #14 IFROJECT# 04321.200/014R1 MODEL: 4EBB "1828-CALI" 3 GARAGE SW31NG: RIGHT 3PA07E- IrN GENERAL NOTES .160 MPH EXP. C,,",O STATE OF FLOIRIDA MAR 9 9 2021 MICHAEL C. ANDERSON AR NO 1 FIRINT DATE: 03/03/21 SCALE: 1/4"=V-0" SLEET GN I GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY` su=ukGl IV PAI-IACSE PRVI'I WINTER DESIGN TEMP' I ICE 5ARRIER UNDERTLAYME 7 I REQUIRED" I FLOOD HAZARDS g I AIR FREEZING INDEX' MEAN ANUAL TEMP! SPEED (MPH) TOPOGRAPHIC EFFECTS` WEATHERING' FROST LINE DEPTH" TERMITE° NA III C NA NEGLIGABLE 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 FBG R302.10S I"ti, r e _ 3❑ (2) 3052-SH ❑❑El❑ ❑ ----------- O1 a ; LMNG LANAI g� I` 8 BOOM 1 10'-0" -0 I i ro DINING ROOM 2X8 <I1' 4'-4" 6'-6°' 10" .� v IR-ISra --- ?. — — — — — — — — b36 I WIC. • i m �,i W-V CLG. I — — — — — — — r - - - - - -. ry10 I IOPTi Iton!,�i I C. V. Dl?1. L---- -- 13'-0" u 2'-8" Ao b24 SINK IR-1SH 3-5 0 C2EGRESS H BEDROOM #1 8'-8' " 8'-0" C. V. 8 Q BATH #1 Q 36'xbO' SHWR. PAN W/ ENCL I -- IGTCfiEN LAUNDRY 0 a e -e cLG r _ 2. AI 8-8 CLG. ro i ��ii ii 1R-iS PAN. A2 -4" 6' 0° 5' 8 0 $ IFA3-SW N V ARC �•� �____L I BEDR OM#4/ Lo DEN I N ro 8'-e' cLG N� II'-0" 2'-8" 3`-6" _3 -4" - 4[ I1'411 8" ,n inw 5 N �; m I I Q 1 BEDROOMat-so#3 @ I I e I I R AN MT I. e ® n . II II LAV. $ I _ I II =m >I0 AI IIq ;n BATH #2 V-8' CLC.L i I .2'-4'1 V. I' 1 :+' ATTIC I L ACCESS J BOLLARD AS REQ. PER BLDG. CODE GARAGE V-8' CLG. BEDROOM#2 ,Q V 30�8 w/ 8'-8' CL6 nl ry j� 36'X12' m �� TRANS. 51/2 31_5 5 1/2" © (2) 3052-SH I -- ARCH EGRESS 16'-01X1'-01O.H.D. - - - - - - - - - - - - - - - - - - - -- 101-21, 10'-2" 3'-10^ 2 8' 16' O° 2'-84 14'-01 4'-411 21'-4" EXTERIOR MASONRY WALL ERG. HEIGHTS r " • 1' Vie.:. zi f3 M: 3 HIP Poor-ti i-=-r'al: i n')i3s �€�L�aet;zi f #x„e a•., i3'.,'E.� •a�i, �I - F3f• ',- :. ITS::;: in A f awi . M CONIPONINTAND O AONN PRE$SURE ZONES 0 m m a) )e M 1W e,0 V. Fes. FLOOR PLAN 15CALE:'1/4' = 1'-0' NOTE- -2-8 LOUV. DOOR W/ AIR HAND ER ON METAL STAND OR 2-8 SOLID DOOR U1/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LO ATION WITH SITE PLAN. OTHER OPENINGS BE'TwEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEl'COM$-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 WWEN THE HOME IS SHUTTERED. - REFER TO ):BUCKING DETAILS FOR SUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE: OF`R-13. -CEILING R VALUE: TO BE R-3i6 INSULATION ABOVE CONDITIONED SPACE. i -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWA TOLERANCES. OPENING INFORMATION BELOIU IS DIRECTLY FROM THE PLAN SET.' U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE MANUFAGTU =R AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS OPENING OVcRHANG I SEPARATION I U-VALUE I SHGG L11 1I'-®' 0'-9' 1 35 1 .29 i� �-rrrrrrr� rr. SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1612 SQ. FT. 432 SQ. FT. 38 SQ. FT. Sb SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14381.E CU, FT. OPENNI:iB u MIARE ZONE 1601rPH NAND NO REMAWS AND TYPE FOOTAGE MIN. WINDOW ? 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 29.1/-313 19'Y12' SOFFIT 1 5 313/-49.9 I{ BASIC WIND SPEED MPH = ( 60 INTERNAL PRESSURE COEFF C NT =1 f 0 18t) BLDG.i CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 0V011M NOTE: SOFFIT INSTALLATION IS TO BE PER MANUFACTURER'S SPECIFICATIONS THAT ARE TO BE PROVIDED BY THE BUILDER WITH PRODUCT APPROVAL AND NOA SUBMITTALS., E I ARCH DTL. B SCALE: 1/2 = 1'-0" DEL. TOP PLATE 0 Man BAR DETAIL A SCALE: I/2'=1'-0' Reviewed for Code ED SH Compliance Universal Engineering 2194 H WY Alk SUITE 301 INDIAN HARBOUR BEACH FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB r "1828—CALI" GARAGE SWING: RIGHT F.&GE: P FLOOR I} PLAN 160 MPH EXP, C STATE OF FL -OM �9 MAR 0 9 2021 MICHAEL C. ANDERSON " AR NO 17305 =3PRINT03/03/21 SC,A� LE: 1 /4"=1' — 0" SHEET Al •T'^> TP t air ....: e EQUAL EQUAL EQUAL'EQUAL TO CONTROL JOIN TO CONTROL JOIN TO CONTROL JOINT TO CONTROL JOfNT '-0" PLDG. HGT. � 1 SHINGLE ROOF12 . DECORATIVE FOAM DRAIN TILES -- �1 4' FREIZE b" RAISED A SAND (TYP.) 6 - - 2 -15 I l8 U I i83 V-8" BRCS. HGT. A WAl A WAI 1�-0" _ 4 `r IllFYPON DECORATIVE I I WAI SHUTTERS OR 48 4 l EQUIVALENT WAI T7P. 411 RAISED SAND CTYPJ 0'-0' FIN. FLR. F�ONT ELEVATION SCALE: I/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103.4 BAND 8'-W BRG. I-1GT. OPT. COACH LIGPT g IA2 ' FIN. FLR. OFF RIDGE OFF RIDGE VENT 8'-8" BRCS. HGT. -011 1-1 1 ❑C TYP. K/ ml._011 FIN. FLR:h I I N —r ---------------- ------ REAR (ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 112 I 6 8' 8" E3RG. HGT 5RG ' 0'-0" FIN. FLr.i - - — - — - ------—--------- - f N 1'V L - — - — - — - — - — - - - — - - — - — - — 01_I0 FIN.' RIGHT ELEVATION SCALE: 1/4 = I'-0' 1 TEXTURED FINISH I 6 8'-S" ERG. HG7.0, Sim OFF RIDGE VENT OFF RIDGE VENT LEFT (ELEVATION SCALE= 1/4 = 1'-0' TEXTURED FINISH =T. __$8'-8" BRG. HGT. I'-ml _oV-8" BRG. HGT. 4B A3 o0'-0" FIN. FLR. MODEL 1829-CALI-4EB8 -� AREA OF ATTIC = 2450 SQ- FT. N ET FREE VENTILATION' AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450/300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN,: REQUIRED VENTILATION _ AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO'BE PROVIDED IN SOFFIT'VENTS) OFF' RIDGE VENTI LATI ON AREA = 138 SQ. I N. PER VENT (net f ree area) TOTAL# OF VENTS REQUI - 3.41 TOTAL tt OF VENTS PROVI DED _ 4 SOFFITVENTIEATIONA'REA 7 SQ. IN, PER LINEAR FT"(net free ' area) LINEARFE£TOFSOFFITREQUIRf 67.20 Reviewed for Code Compliance Universal Engineering 93 Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 3218023591' j www.abdesigngroup.com rtr dm A' ?i""'i""� k' p� 3 Y I $s i ry iF Fi 1 I u f a i r A,y SU33MV. LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GILi2AGE SWIENG: RIGHT 3Fl ELEVATION 1:" MPH EXP.. STATE OF FLOPJDA /'1 A i MAR 0 9 2021 I I I'll J 05l Tnqff@M0fflMMNEEEliWW ter.. z.. DAJ'E• 03/03/21 .SCALE: 1 /4"=1' — O" SHEET A2 C .4 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -- a 125V OUTLET 20 AMP POLE SINGLE � 110V OUTLET 110V OUTLET OUTLET WIRED �7 T BL SW TO ITCH GFI 110V OUTLET EaUIPED WKaRND FAULT INTERJPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION wp Ext. WATERPROOF GROUND T CFI CUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER 64 SWITCH 4-WAY OPER WALL MOUNTED LIGWT CEILING LIGHT O LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN 1 CFM PER 80. FT. VENT. FAN I CFM PER 60. FT. W/LIGHT VANITY LIGHT FIXTURE (SPECS TE D BY BUILDER) FLUORESCENT RES WRAP ® LIGHT AROUND AROUNP (RECESSED) FLUORESCENT RES 2-BULB WRAP AROUND (SURFACE MNT-) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL METER O rj,D. SMOKE DETECTOR. BACK-UP W1 HA RDWIRE WALL MOUNTED ' BATT BACK-UP.: $�. SMOKE DETECTOR W/ HARDWIRE BATT BACK-UP W/ CAIll MONOXIDEd pETECTOR HARDLINE LATER -CONNECTED ®Sr'IdCE S/COS SHALL 15E A DISTANCE OF NOT LESS THEN 4' FROM WALL y PENDANT LIGHT NATURAL GAS fV OUTLET ► TELEPHONE JACK WATER HEATER IraNITIOd SOURCE WH DISCONNECT TO BE ELEVATED A/ CO AIR CONDITIONING TO BE 210V UNO. SEE AHU ON IRL EGT THIS SHEET H TV I LJ TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN O J_BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR CTCN Box RTED IN TO BE SUPPORTED IN To ISMS CEILINS FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT g LIGHT STRIP w INCANDESCENT nno LIGHT STRIP AA( 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PB. PUSH-BUTTON FOR CHIMES USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS ! FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 < 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS Or MOR ITH EDITION 12020) NEC 210.12 201'1 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 POOR ITH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE M-R ELECTRICAL PROVISIONS OF FBC= -ITH ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 71H ED (2020). SELECTED BY BUILDER�CL • ALL AMPS SHALL BE 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE P£R F...jC_ ENERGY CONSERVATION ON (RE IDENTIAL ENERGY EFFICIENCY) 20292-1 EDITION! RM4.I CEILI I MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I ------------ LANAI LIVING ROOM CLG FAN PRE -WIRED` CLG FAN ' (`,r \` J Ns DINING � ! ROOM I -I I I SWITGI-I��---- _ ----- 4 CABINET i I GFI L — --- L =MGFI W.I.C. \ F� i ri REFI I I 1 L------- \ , SINK DW I OUTLET I I u FOR DW ---�� KITCHEN GFI LAUN.I -- PANS_ L �� \ GFI ��Il RANGE l y �— O �- �111 o p i i I HOOD WIRE W/_j ,qq OUTLET FOR FUTURE MICRO �y BDRM. 3 �\ \\ PRE -WIRED CLG FAN \ (3rX•�) BDRM.#2 i I PRE -WIRED CLG FAN -- U! \ II E II S/GO II II / II BDRM.#1 i PRE -WIRED / CLG FAN BDR DEN' 4/ C`. 10 PRE -WIRED CLG FAN 1 � 1 I 4men RAI El 44AFF.. \ I GARAGE I DOOR \\ ! \ F — — — — — BOLLARD OND ! \ I I AS REQ. L — — — — J PER BLDG. () \ CODE ® I \\ WALL MOUNTED LIGHT W/SWITCH IN / \ ATTi!�I / 8 CLG. E KEYLESS OUTLET Q FIELD FIXTURE IL VERIFY FOYER i Ar,i.l LOC. "\ \ 45' AFF. �\ ENTRY GARAGE GFI 1/ � I _10CFITMES I 0 E IE1I '"-------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' WP Panel MAIN -A PANEL:.8/1.6 wp crt. breaker VOLTAGE: 12U124U V -1 Ph MAIN: 1bU Amp .M.C,l3 FEEDER'S 91 CUTHWN&1-96Cu(C)in11/2"C OR 3-#2/0ALTHWN&1-#6Cu(G)in11/2"C. Hire Pole Bkr Description Watts I Circuit Circuit Watts Description Bkr Pol #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Imgation PUMP 1000 3 4 Space 6 5304 A/C. C. U:1 35 2 PANEL - A Wire #8 PANEL: 42 crt breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-11 Cu THVVN & 1- #6 Cu (G) in 1 112" C. OR 3- #2/0 AL THWN & 1-#6 Cu (G) in 1 112" C. Wire Pole Bkr Description Watts Circuit .Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 #12 1 20 Microwave/ Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5... 6..... 4500 Water Heater 25 2.. #10.. #12 1 20 Refigeratoi 1600 7 8 :#12 -- 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 _ 20 Bath #2 GFI Receptacles 1200 'I1 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer /Hall Bed #2 &: #3/ Bath #2 Lights AFCI 900 13 1 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room Lanai Lights AFC! 900 15 16 #14 #14 1 15 Kitchen and Pantry Lights & RcptsAFCI 900s 17 18. 1500 Washer GFI 20- 1 #12 1 15 SD & C/O AFCI 900 i9 20 1000 Garaga Door Opener GFI 20 1 #12 #12 1 20. Laundry / Bed #4 i Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20' 1 #12. Space 22 24. 900 Bedroom #1 AFCI 15 1 1 #14 Space 25 26 900 Bathroom #1 AFC1 15 1 1 #14. Rnace 2%: 28 900 Exterior Lights and Recept GFI 15 1 #14 Space ss Space 35. Space 37 #8 2' 35 A/G.AHU-1 5525 39 (Heater 5 KVA.at 65%. 41. 10000 v atts at '100% wining acts at 400/ A/C load '-onnected Load Watts A,m ps iwatts / 240 volt to dem id Fa factor to dema' 00ABBREVIATIONS: AFCI• ARC FAULT CIRCUIT INTERRUPTERNC. NON -COINCIDENT LOAD GFI; GROUND FAULT INTERRUPTER ;00 13440 34269 LOAD CALCULATION IS BASED ON WC NON -COINCIDENT LOAD 442.8 General Lighting &Receptacle Load Total A/C Square Feet General Lts & Rec 3 W / Sq. Ft. Hi Hats: 1 at 65VV/LI ht at 100% Total General Lights & Rec (Watts) m � 1 LED LIGHTING (, DOUBLE LAV. BATH 01 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTI-I EDITION (29220). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNTHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 0 �= CLa LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 302/0 CU, THLLN • 1% CU IN 2' CONDUIT OR 3 04/0 AL, THAN 4 1% CU N 2' CONDUIT OR 2/0 AL. S.E.R. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANGW COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 CABLE TELEVISION SERVICE ENTRANCE EQUIFMENT Reviewed for Code Compliance Universal Engineering 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (2020). li DIA X S 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 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 03 03 21 SCALE: 1/4"=1'-0" SHEET EI I F PLUMBING PLAN SCALE: 1/4 = V-0' A A,, TU T Me (LE' KITCHEN SINK W/ AUTO VENT 1-1/2" VTR I I I I (ALTERNATE RIGHT) PLUMBING RISE AA.V. U,V 2' R DIAGRAM mmumm Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 sysDIV. & LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C PRINT DATE: 03 03 21 SCALE: 1/4°=1'-011 SHEET P 1 sxmDIv. & LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT 2103 DATE: 03 / / SCALE: 1/4"=1'-0" SHEET L m 1 2X4 TOP PLATE PRE-FAB TRUSS 2X4 WOOD STUDS 024' oz. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. TYP. INT. WALL (NON-BRG. SCALE: 3/4' = I' -0' FIBERGLASS SHINGLES — WITH UNDERLAYMENT AS PER FBCR TiOrpl1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS — MTL. DRIP EDGE 2x FASCIA PER — ELEVATIONS VENTED SOFFIT — PER FLR PLAN IV 1/2' CLG- 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL 4132' O.C. MAX FIN. FLR j5/8' GYPSUM BI OR 1/2' HIGH STRENGTH GLG. BOARD 3 5/8' OR 5 3/8, 1/2' DRYWALL TOP CHANNEL (25 GA.) 3 5/8' OR 5 3/8' 1/2' DRYWALL METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS 3 5/8' OR RECEIVING UPPER/ 5 3/8, LOWER CABINETS BOTTOM AND TUB/SHOWER 25 CHANNEL GA. METAL TO BE (25 GA.) INSTALLED IN ALL SECURED OTHER WALLS. STUDS TO CONC TO BE SPACED 16' FLOOR W/ O.C. AT 2ND FLOOR 3/4' PAF e BOND BEAM WALLS ADJACENT TO TO WOOD SOLID GROUT STAIR WELLS AND FLOOR W/ W/ C1)- *5 BATHROOM WALLS W/ 1/4' WOOD Cz) COURSE TILE FINISH SCREW WOOD BASEBOARD 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON—BRG.) DV SCALE: 1/2`1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL J PER ELEVATION "R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24'O.C. L'___� 1/2' THICK, 2 COAT PORTLAND S' GMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.- Y; DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR V A. O' m.' AV a. n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT DIA. SLEEVE, O NOT CUT EBAR IPE-, ^CAULK AMID SEAL 6A8 LINE DO NOT GUT I ?PVC SLEEVE FOR GAS LINE THE BOND BEAM IR' GYP. LL. aD. REBARS W°OD B4°E d- e: a d: 2AIPIPE THROUGH BOND BEAM D1 SCALE: 3/4"=1'-0° 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a 0'-O' FIN. FLR a a ; a n TYP. WALL SECTION L NO OPENING NOTE: PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT SCALE: 3/4' =1' -0' SYSTEM IS REQUIRED. FOR RnOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-I5-t FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR, 8' CMU — 2B GAS LINE THRU BLOCK D1 sr.A1.E.In•.r-o• 2X4 SPF 24' O.C. MAX.---�, SECURE W/ (2) 12d NAILS EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS SEE ENERGY CODE FORMS F, INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARID - d d d. a a m. dp d A4 d G a AW/ WINDOW OPENING Cmay R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. 1/2' GYP. WL. BD. WOOD BASE a 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRAM BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REa VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ 3 D1 GORdER BEAD a, CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REcL SEALANT BACKER ROD UBATHER STRIP MOULDING ALL AROUND(BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS GARAGE DOOR JAMBS SCALE: 1 1/2"=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. vWALL PRE-ENG. GABLE TRUSS WEEP SCREED Zt�_2x P.T. SECURED PER STRUCTURAL DETAILS TYP. WALL SECTION L NO OPENING 1-STORY GABLE BLOCK WALL CMU 0'-0' FIN. FLR Note: WALL FENESTRATION FLASHING PER FBCR -103.4 - Appr,oved 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 -1I1. All exterior fenestration products shall be sealed at the ,juncture With the building wall with a sealant complying with AAMA 800 or ASTM C�320 Glass 25 Grade NS or greater For proper ,joint expansion and contraction, ASTM C1281, AAMA 012, or other Reviewed for Code approved standard as appropriate for the type of sealant. Fluid -applied membranes Compliance used' as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend es Univers llEcgiineering the surface of the exterior Wall finish. 91 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT 04321.200 014R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 2103 DATE: 03 / / SCALE: 1 /4"=1' - 0" SHEET 1 If 41 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 NUT-7 `L-SECURE 2x4 ONE FLAT TO BLK W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN B' OF TOP, (1) WITHIN B' OF THE BTM, (3)EVENLY SPACED. MI IN �I IRl NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D S`ALe: V2'-I'-o' Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 10' O.G. MAX SPACING s B' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS - NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IV O.G. MAX SPAGMGs. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' Or EACH END 4 18' O.G. MAX SPACING. 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 18' O.C- MAX SPACING- 2X8: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 1/2' DRYWALL ❑ 1'X4' P.T. NAILER T/16' 0.5.5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" W TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B' Or EACH END 4 IS' O.G. MAX SPACING. 2X8: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' Or— MAX SPACING. e' CMU ❑ 1/1' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �„1WTNnO Tn AT nmc +V L 2X4: CM 2X4: IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN- 3/16' TAPCONS (MIN. SHANK SIZE -145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/40) MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN W OF EACH END 4 IS' OZ. MAX END 4 IS' O.G. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE SPACING. 2Xb: ® ON OUTSIDE 4 SECURED 2X6: CEM SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK TAPCONS 3/I6' TAPCON MIN 1-1/4' TAPCONS (MIN. SHANK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. SWANK (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 B. CMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT I I/4') WITHIN 8' Or EACH END B' CMU WITHIN 8' OF EACH END 10 I/2' DRYWALL 4 18' O.G. MAX SPACING. 4 10' O.C. MAX SPACING. 1'X4' 2X8: ® 1/2' DRYWALL 2X8: P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK W/(2) 3/I6' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 DOOR CASING (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 IW O.C. MAX 4 18' OTC. MAX ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2'' B WINDOW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK 8' CMU 1/20 DRYWALL ❑ I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2J12d WITHIN 8' OF EACH END 4 6' TO S' OZ- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAAIUFerruRl=F. nkTAII 4 NU l kc DH 171 A.7 1VttDkD I U PLUMB JAMB (DO NOT EXCEED 1140) DOOR JAMB TO BLOCK +3" v Tn RT.nCK +9" 2X4: CM SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SITE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' Or EACH END 4 18' O.C. MAX SPACING. 2Xb: CIE SECURE TO BLOCK W/(2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING- 2X8: CEO SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. —J fl i 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' O,S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" G WINDOW TO BLOCK +3 7/16" 2X4: IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G- MAX SPACING. 2Xb: CM SECURE TO BLOCK WI(2) 114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE it SECURED THROUGH NON-STRUCTURAL 3AW TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK Lam` I S' CMU In' DRYWALL ❑ 1'X4' P.T. NAILER I' P.T. X 4' MIN. � DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1141) DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +3 3/4" .{: • .. }' DRYWALL i 1X FURRING W RIP 2X10 TO DOOR FRAMING HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK K REQUIREMENTS k awvws Reviewed for Code Compliance ImUniversal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3?937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 svBDly � LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 D �i 03/03/21 SCALE:1/4"=1'-0"' I �r NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH s 9' O.C. MAX (VERTA NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %ff LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY }' Ti 3 COAT CEMENT PLASTER WRB LAYER 02, FORTRIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT-) O.G. MAX AT SUPPORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/1W ZIP SHEATHING SYSTEM ANSTALLED PER �' TO I" LATH SHALL NOT OAP MIN. BE CONTINUOUS 6' TO 6 To a• THROUGH CONTROL MIN- MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 \ PLACED FLAT MAX 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 1�FASTENERS FOR LATH TO BE NAILS OR TE:/ STRLICTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0j04T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARD • PT. A OL FOLD INLLAID . Pr. A 2. GREASE • M. B 3. CREASE • Pr. C r SHINGLE Rooms DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW BREATHING, MECHMICALLY FYLBTEN 4' OL. MAX. OL FOLD INWARD • 1�1`. A 2. CREASE • PT. B FO NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' ■ VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE IN. _AP •_ME'AL LATH I " X X riX— �T 6' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER APER LAP SCALE: 1 1/2' • 1'-0' ® KIC KO UT DETAIL LATH VERTICAL LAP TO BE 1' METAL LATH I WRB LAYER Of, STUCCO WRAP 11 MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUR SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IK (121-MM) STUCCO WIRE AT INTERVALS NOT MORE THAN 9' (22S-MM). AS PER ASTM CI063. NOTE: THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) 6• MIN. LAP LAP c LATN LAP • PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 7/16" ZIP SHEATHING ® SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING O(� L FOLD MULAID • 1 A L OR CMU s CREAN • Pr. B ' c` WRB LAYER 01, 3. Q'i a M. C STUCCO WRAP (FRAME ONLY) 4. FOLD Pr. C OVER Pr. B TILL PT, G TO=aS X 1101710M FLOM ® j" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT OWATEMIT16WT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB < TAPE OVER ROOF/WALL SCREED FLANGE SEAL. FOLD, QQ NM CUT. #' THIGG, 3 COAT CEMENT PLASTER (FiQAME), li 2 COAT CEMENT PLASTER (Cl Illy LAYER •2, FORTIFIBER BUILDING PAPERePRA)•1E ONLY) WRB LAYER 01, STUCCO WRAP rml ONLY) LAP LAYERS OF BUILDING IlR7AP OVER NAILING FLANGE, STOP UIRD APrWX. I X' ABOVE 814I1 (FRAME ONLY) FASCIA WRAP FRAM OR CMU EXTERIOR DxD UYLJ_ FLASHMG r KRCK-OUT FLASHING (BEE WATER TIGHT SEAL (BEND OR SOLDER DO NOT CUT( z 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT 'n WALL SHEATHING) ( CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF NOTE: - - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4a WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE IOR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING STEP *1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 F�I N.T.Q. 'Xb' SELF -ADHERING MEMBRANE -ASHING (COMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE _ASHING OVER APPROVED OUSE WRAP. _ASHING TO EXTEND ONTO PIPE ,-UT AND OVERLAP ONE SIDE OF LASHING ERING MEMBRANE .STEP *2 FL WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIF15ER BUILDING PAPER METAL LATH —6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —3)6' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING —ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. NETF�,ATION DETAIL (FRX1I ) DRAINAGE FLANE (WRB LA1rER "i STUCCO WRAP) WRB LA*IrER #2 (FORTIFIBER—.—.—'— — — BUILDING FA ER) NIET)4L LATH X X X X STUCCO a.. .; a.:.:..,. WOOD OR 1/1ro II ZIR WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: 1�IETAL LATH: LATH TO 5E RER SECTION )4ST1"I C-84-1-14a, 1„ffN. 2.5 LBS. F"E R SCE. ,r ARD ( UT I L I T-T' OR NOt 11NAL LATH DOES NOT 1"IEET SPECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDrv. ec LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" 1 SHEET • NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,A' CAULKING a JOINT ALL AROUND HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING LEGEND ,RAMS DRAINAGE PLANE (WRB LATER *1, STUCCO WRAP) WRB LATER 02 (FORTIFIBER — - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE, METAL LATH: LATH TO 5E PER SECTION R-I03.1.1 / ASTM C-54-1-14a, MIN. 2.5 LBS_ PER SCE. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFIGAT IONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' STUCCO FINISH W SELF ADHESIVE OVER TOP E SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES VENT ( BLOC F- / NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &EKNT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM •11� "� "'j 1' " ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T NO MEMBR ENTERS E APPLY TO F EI APPLY E-Z BEAD OVER 60 MIN GRADE FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF1 ST F #3 WOOD CONSTRUCTION 8' CMU 1/16' ZIP SHEATHING SYSTEM LINSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "l, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH T/8, TEXTURED f -FINISH ® WOOp FASTEN TO WOOD STRUCTURAL MEMBER a 1' O.C. MAX �Ye' TOY2' MID -WALL , WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY B HORIZONTAL WEEP SCREED FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER Box AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 6TEF #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER J.J. 4 S T E F ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5T E fi :'E� ST F #� ELECTRICAL RECEPTACLE ReV1eWfoo, ¢As' 000@ Catn�li�� hu Universal Engifi WRY Sdo"m 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 8v$3DDrV ae LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C MAR 0 9 2021 MICHAEL C. ANDERSON AR NO T7305 rstaZN i DATE: 03 03 21 SCALE: 1/4"=1'-0' SEMET WA-2 w I R e LEGEND DRAIN,4GF- PLANE (WRB LASER 1*1, STUCCO WRAF) WRB LAVER *2 (FORTIFISER - - - - - - - - BUILDINC3 FAKER) METAL LATH x x x x STUGGO ; WOOD OR -1/1(0" ZIF' WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1 /2 " I A -u1CORNER BEAD JL—rJ-'.) I CORNER BEAD (FASTENER 4 SPAGING is 7" O.G.) Gl" iU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (�D BLOCK 91 Reviavvwu fDi ' - CompliancE Universal Enginebtlny Sclencof 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 WODEI. 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 F PRINT 03 03 21 DATE: / / SCALE: 1 /4"=1' - O' SHEET 4 2x6 SUB -BAND W/1 "x4" NOTCH e END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH 's CMU METAL F/ i� I� I� I� f � 2X6 SUS / 1 METAL FASCIA � O WRAP 411 FROM STUCCO, 1" FROM WOOD WALL 1 EXTERIOR WALL (FRAME OR CMU) 1� NOTE: NOTCH FOR 2X6 SUB BAND ONLY 7`' )ELEVATION ♦► —ROOF KIGK OUT REMOVED �1 FOR CLARITY \ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL 777 NOT INTO STUCCO) 11/S" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH -a CMU \\ 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 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED x FINISH + GMU METAL LATH ` x x x x x WOOD SHEATHING x x x x x x :)R GMU x x x x x x ` WRB LAYER "I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WR5 LAYER *2, FORTIF=15ER x x x x x x x x x x x x x 5UILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x DRIP EDGE x x x x x x x x x x' - - x x x x x x x X- .- METAL KICK OUT x x x x x x l , NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROGEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/126 NAILS 6"-S" O.G. MAX. 2x SUB -BAND WAY"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C@ WALL SUB BAND DETAIL Cap 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 WIV2Hx4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU 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/I7 flx4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewe(?. inr Corf Compliance 1B Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SUBMV. as LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C STATE OF FLORIDA MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 PRINT 03 03 21 DATE: / / SCALE: 1/4"=1'-0" SHEET W A6 O Co W. m u 0 v N a) LO 00 N 39i_8, 11 1_01, 28'-8" 9'_8" 9'-61 16.10" 3-_4' 4" I FM-12X12 1 1: I� X c 4' CONC. N C?N N r W LL SLAB IL Ow � to ° *3 1/2" �F- 4X24 10-0' 10 .1 1 FM-12X18 EXTEND 1.1 SLAB 1 1/2� Itc1 F M -12X 18 — r I ' 0 U O IL v F �n 1 1.1 v co . I 0O TOP OF I SLAB N • X ro r III. 00 �X III I • N ILL I 19'-01, 51-0.1 15i41 0 1 tz 4" PVC CHASE 1.1 TE-1 4" CONC. `� I SLAB -5 1/2" e 4 2 8' 17'-8" ` 0,1, _0 jb— Zo TOP OF 5 SLAB I I 1.1 3'-6" ao N p F— I OD N N W a0 u- .L 1 EXTEND , --- - 1.1 SLAB 1 1/2" c 14" CONC. LL1 F -12X18 Ucc 121 1 SLAB a w1 g N a1 • I-3 1/2° I 5 1J2' 3'-5' 5 1/2ii ---- LL _ 0 2 *-7 1/2" 1 1 1.1 00 1.1 1.1 co FMC-12X18 FM-12X18 FMC-12X18 oll■■■11■Ifol ❑ol■�■■I�I� ICI■■�Inl� 1�1■■1� ! 4 S I FOUNDArcION PLAN SCALE: 1/4' = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3, COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.EIINDICATES #5 BAR, DINDICATES #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 BEI#5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY CONSTRUCTION SHALL BE 1N ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,00 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 3 OF SLAB SUPPORTED T-0' O/C MAX SEE PLAN FOR WWM SIZE INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING EWI U SCHEDULE PROVIDE CORNER OS DC BARS, SAME SIZE QUANTITY ARS0"" LEG EACH WAY. ARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF: T.O.F. SHORT LONG TE-1 8" SEE PLAN loll' - (2) #5's (+)0'-0" F -12x12 12" CONTINUOUS 12" - (2) #5's + p -0" F -12x18 12" CONTINUOUS 18' - (2) #5's - (+)0 Q" F -16x18 16" CONTINUOUS 181. - (2) #5's (+)0'-T F C-12x18 12 CONTINUOUS 18": (2) #5's VARIES 24x24 24" 24" 12" s s (-)011_41 SECURE STRAP TO A/C SIMPSON WB CONC. W/ UNIT ROLL STRAP OR (2)-3/16'X2' EQUAL @ EACH TAP -CONS C❑RNER 1JIYl 1 C❑NC. SECURE STRAP TO SLAB UNITS W/ (2) #Bxl 1/4 SHT MTL SCREWS A/C CONNECTION TO PAD DETAIL Revi and for Cods Rance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH:321-802-3591 www.abdesigngroup.com AA # 0003325 F RyFaNMI 77. ''T� i Y r I Qd M 1 ( a �l ( I �1 5 �4377ZDTV. 1 207 �"r1 CREEKSIDE r PHASE 2 LOT #14 ROJECT# 04321.200 014R1 4EBB "1828=CALI" GARAGE S WING RIGHT 01 "FLL:PAGE: f1 FOUNDATION I"A PLAN t 4 160 MPH F,XP. C p, MAR 0 g 2021 U'-iAEL C. ANDERSON AR NC 175 " �3ATE: 03/03/21 SHEET S 1 Z_ zSTEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CL CL SPACING REQUIREMENTS _ FLu W U m U V J lr a_ tY Z 8" CMU WALL O O io p + 0'-0" M N< , . TOP OF SLAB a. a• e a SEE SLAB SCHEDULE EXT. PORCH SLAB 4 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION A ° 6" CHAMFER (2-STORY) JOINT (WHERE i • APPLICABLE) Z ° - SEE SCHEDULE g FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE 3/4"=1'-0" 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE 0 cM SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS n )BOLLARD SCALE: 314"=1'-0" LAP P PLATE A IN. OF 48" AND N W/ 16d COMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP Not UDS SEE NS FOR SPACIN INGLE VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY FL A RE 13Z. PLATE TO BTM. PLATE TO BE PT. LA d MASONRY NAIL PROVIDE DBL. TOP PLAT DF SLAB NR TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAt3 SCHEDULE ' Z IF . n . 4 - oD S a Flu_.. e SEE SCHEDULE n �.J FOR WxD, BAR SIZE y D BAR QUANTITY T IOR FOUNDATION OD WALL SCALE: 3/4"=1'-0" (NO L I FT) a � EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W 8" CMU WALL +- 0:-0" TOP OF SLAB T--Y1TH • ,F--'lid �I al f o' - VARIES Illfff a SEE SLAB SCHEDULE TOP OF GARAGE < 4" CHAMFER (I -STORY) <� 6"CHAMFER (2STORY) • ` • SEE SCHEDULE 4' FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING 2 @ GARAGE SCALE:3/4"=1'-0 W Llj I (0 NEW REINF. BAR O o- SECURED W/ 2- PART W QJ EPDXY. MIN. EMBED I I Q 8", UNO' Q p FOLLOW ALL MANF. SPECIFICATIONS FOR Q I USEAND = m PREPARATION OF v HOLE. Z � W 01 J 4" CHAMFER 1-STORY Y 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION J SCALE:3/4"=1'-0" STEEL REINFO/EN CELL SEE PLA SPACING REQ Q mLJ w v O B,, CMUW r> ' - TOP OF SLP �a. SEE SLAB SCHEDULE 'ISOLATED COLUMN PAD '. CENTERED UNDER WALL AND • _ POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB -d SEE SCH ULE "• • FOR WXD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO OOTING AND COL. P >4/ 30" MIN. EACH WAY MONOLITHIC FOOTING .P . Pv rT--: uj P t s 7yII P n FM P : CORNER BARS, SAME SIZE AS LARGER BAR m WW IN FOUNDATION WITH 30" LEG EACH W U WAY AT ALL CHANGES IN DIRECTIONS m SO THAT THE STEEL REINF IS. CONTINU US. o . MATCHAMOUNTOF CONTINUOUS BARS lv 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVI G DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 71 CORNER BARS DETAIL SCALE: 3/4"=1'-0" RECESS AROUND GARAGE DOOR OPENING AP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON SCALE: 3/4"=1'-0" VERIFY HEIGHT I� �— VERIFY HEIGHT NAIL 2-ROWS, 4" O/C BTM. NAILS, 2-ROWS, 4' O/C BTM. �I'.1 Ir LAP TO CCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 D BEARING PROVIDE BLO NG 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PL S FOR PLANS FOR SPACING SINGLE E R PLATE TO SLAB W/ SPACING. SINGLE BT LATE BTM. PLATE TO BE PT 1/ x DGE ANCHOR W 2" TO BE PT. PROVIDE DBL. OP PROVIDE DBL TOP PLATE SECURE BT. PLATE TO 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 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W x 3" a SEE SLAB SCHEDULE h44� Q 0" OF SLAB " . a :a A �,a EQ. EQ SEE SCH ULE 4�_�FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WA SCALE:3/4"=1'-0" (W/ UPLI POURED LINTEL CONT. (TYP.) .'0% 8"CMU FILLED CELL (TYP.)_ 2X WALL FRAMING' " 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL; 4"'FROWENDS AND 16"'O.C. VERTICALLY MAX I - INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" Op�TpF SLAB FOR NRY SET EV: SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO m UPLIFT IS PRESENT. W K SEE SLAB SCHEDULE Q 7=AND .EDULE AR SIZE UANTITY INTERIOR (CURB FOUNDATION WOOD WALL SCALE 3/4"=1-0 (NO UPLIFT) Reviewed for Coot Compliance Universal Engineering Sciences 2194 H WY A1A'i SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937' PH:321-802-3591 www.abdesigngroup.com AA # 0003?'' r n��9 It a f P) w 1 � r... I.� c ic BtMDIV. ae LOT-",,', CREEKSIDE PHASE 2 LOT14 PROJECT#' 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: t DETAILS I din AfPu F, x a ' y-q C a. Fl MID L" n r� ul MAR p y 2021 10-VU l �'kA9DERSON AR, Ij 1SM5, 03/03/21. 6 I sCA� : 1/4"=1'-0" . BEiEET SIe I//A\p LA N bo M e 0 N M 0 N M N 6W O ih r W NC V U VV h L r LAiy SCALE: 114" = 1'-0" X \a k� uu f ,j b�, WHO .�'1sayYLOT. CREEK SIDE PHASE 2 LOT #14 PROJECT# k 04321.200L014R1 F i 340DEL: 4EBB j "1828-CALI" GARAGE SWING 4= RIGHT «° PAGE: DOWEL PLAN ki STATE OF FLOPMA ; MAR 09 2021 ", g;AEij L C. ANDERSON AR NO 17305 4DATE: RINT 03/03/`�s SCALE:1/ .� Reviewed for Cook Compliance SHEET Universal Englneerfr+<. Sciences � � C "!, TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. •a q, ' Fa .. 6 4 ,< a 4 J q e 4, CLEAN OUT REQUIRED K FOR INSPECTION m 00 4 of O O c° 0'-0' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL ° REBAR W/ 10" HOOK 4 4 - BAR SIZE 48 BAR DIA. #3 181, #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l'-0" Z STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS Q W m C) � J [r 0- _ Z 8" CMU WALL o �o SEE SLAB SCHEDULE EXT. PORCH SLAB p a 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE 4 APPLICABLE) Z ° MATCH STEEL g REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY l I +- 0, 0,, +- o,-o' TOP F SLAB ° ' e a' TOP OF SLAB n e 4 a W ° d. 4 d Co L) ° < 4 4' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SCALE: 3/4"=1 -0 t BAR SIZE 481 BAR DIA. #3 1 18" #4 1 24" #5 30' #6 36" #7 42,E #5 BARS FE11 �jo 00 7 , CIVU ;o ARE 3 UNIT DIMENSIONS NOMINAL SIZES 6ONRY SYMBOLS SCALE: 3/4"=1'-0" 91 Reviewed for Color, Compliance Universal En®ineorlr,+.- Sciences 2194 H WY A1A, UITE 301 INDIAN HARBQIJ: BEACH FLORIDA �2937 PH: 321-802-$591 www.abdesigngroup.com IN', AA #: 000�3325> —_IV a P �y N h W • L V AM1L, 4� a L�Ly q} 4 � E pII F CREEKSIDE PHASE 2 LOT#14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS I,? L.60 MPH"", ~4_.. STATE OF FLORIDA A �' - MAR 0 9 202 1 MICHAEL C. ANDERSON AR, NO 117,105 DATE: TE: 03%03/ 21 SCALE: 1/4"=1'-0" SHEET S1. 2 A FRAMI��Y��J� NOTES: NG n�� , �~�� 1.U.N.O.ALL STRAPS FOR RO{)FTRUSSES TOBE� ` , CONCRETE TOWOOD ROOF:S|MP3ONHETA1GW/(&)1Odx11/Z''HDGNAILS. CONCRETE TOWOOD FLOOR: . FJMpS[)NLTA2VV/(8)10dx11/3"HDGNAILS, WOOD T()WOOD: S|MPSONH10AORLGT2m010dx11/Z"HDGNAILS, FILL ALL HOLES. 2.ALL PLYWOOD FOR WALL AND ROOF SHEATH|NG|STOBEPER FASTENER SCHEDULE. ^ 3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL8EPERFASTER3CHEDULF MEETING THE REQUIREMENTS OFAFG'U1AND APPLIED iNACCORDANCE WITH ' MANUFACTURER'S SPECIFICATIONS. 4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TQTRUSS METAL CONNECTORS ARE TOBEGALVANIZED. � 5.LINTELS AND MASONRY BEAMS VVERE DESIGNED BASED ONCAST'CRETE. CONNECTERS ARE T BE GALVANIZED. ' ` � 8�LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST'CRETE CONCRETE LINTELS. � 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").1, 0.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 REmEVVAND APPROVAL. ` 0 BOTTOM TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF72PD33O_177""x27/0"LONG, WITH WASHER @lh"OC. �11 TRUSS REA(�T|ONSAND UPLIFTS SHOVVNARE THE SAk�EONEACH END ! � � UNLESS OTHERWISE SHOWN DIFFERENT. '� 12.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED ,BASED UN RATIONAL[� � 13�ALLELEVATON5AREREFERENCEOFRQ/N '. FINISH FLOOR. UNLESS ' ^ � NOTED OTHERWISE. ' " ` � ^ | ! � w � � " " �� ~ �� Q �� BEAM SCHEDULE ZEZZM INDICATES OPENING BELOW/ T.O.B. =�TOP OF BEAM I B.O.L. =BOTTOM OF LINTEL /T-O.A. =TOP OF ARCH/ TO S T10-P OF SLAB ABBREVIATIONS E.E. = EACH END, IO/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T-0. = THROUGHOUT REINFORCEMENT STIRRUPS fc SIZE REMARKS MARK DESCRIPTION BTM. 1�fl I TOP MID SIZE SPACING I ��UU�� SHEET �� U� `��,��K�� _U��U�TABLES ��U �� U �� . , p , � � ~ m || . � | � | ~ Reviewed for Q@d@ Complianco Universal Engj"@@rlRy 93 Scienm INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359:1 vvvvvvabdesigngroup.uono &# 08O3375 p #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM —' VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 8 SCALE: 3/4"=l'-0" I c NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOI' OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\ 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Q\\a PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH #5 BAR IN EACH COURSE. j SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM / / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL FOR THE BOTI OM BOND /REINFORCING BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, PgS�Q�Q 8xl6 DBL. BOND — / BEAM W/ (1) #5 BAR \O EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5BAR --- -� OQ BOND BEAM F F = FILLED W/ GROUT N U =UNFILLED LINTEL SOLID FROM - D NOMINAL LINTEL TO TOP OF BOND # OF #5'S. IN 2ND BOND WIDTH BEAM COURSE BEAM IF FILLED LINTEL. �) L 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE — PQFI�Q�� HEEIGIHAL ' LEND] LINTLLH OF BABAR AWI(DTH OF # OF #5'S. TOP OPENING -2" IT IS THIS ENGINEER'S INTENI BOND BEAM COURSE OR I HAT XFXX - 1T/1M/0B INDICATESA DOUBLE BOND BEAM z #5'S. BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX - ITIOM/0B INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL.. W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENI TO PLAN FOR LOCATIONS AND XUXX - 1T/l M/DB INDICA I ES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDC PRE -CAST WINDOW SILL LOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1 1 /2"=V-0" BOND BEAM ma 1#5 TYP. 8"xl6' BOND BEAM 1#5 7� TOP OF . OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 314"=1'-0" TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 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 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT' 2X4 SOLID BLOCKING -- SECURE TO SHEATHING W/ MIN. 2-12d PER BILK. EA. END 7/16" OSB SHEATHING —CMU WALL ARCHWAY FRAMING DETAIL SGALL: 3/4"=V-0" I — SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM --T PROVIDE #5 BAR TEACH SIDE STEEL REINF. OF O LEVATION BOND. BEAM -CHA E CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 suaDIv. 8e LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MAR 0 9 2021 MICHAEI_ C. ANDERSON AR NO 17305 r N + DATE: 03 03 21 SCALE: 1 /4"= V - 0" SHEET S2.IA 4 I A F "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _ SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR-----f SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-0B 16-trros o-1Tros tiros trros -irros TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH. 8�e-tr WS- T 8j10-tT &Wj 812&tt 8/32-1T 8/8-19 16-trns ttns ttits 8 ttiie -tuts �t�Zr nn- Zr 3'-0" PRECAST 1436 952 3114 4217 5321 8426 7531 " 3 -0 PRECAST 689 1024 3'-W PRECAST 150 3524 4394 5263 6132 7001 2465 6113 6385 7708 W31 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 3192 3945 4785 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4670 5325 son 96 0113 7627 8751 8751 1363 3000 3816 4570 5325 8079 4'-0" PRECAST 819 533 533 1770 1770 24M 2400 3033 3033 3886 4300 4'-0" PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4111 5379 1625 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 51-4" PRECAST 931 1247 1999 2580 3123 3688 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 7016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1010 2276 2838 3399 3901 4084 5'-10" PRECAST 817 1161 1631 2090 3476 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5677 mm 8036 6548 6548 5776 929 2080 2593 3107 3620 4133 V-6w PRECAST 692 1139 3227 3031 V-6" PRECAST 410 721 6'-W PRECAST a5 1201 1578 1555 2332 2709 1139 3227 4598 7054 7054 10000 000 W2 8825 835 1868 2329 2790 3251 3712 T$" PRECAST 570 SIM 2498 22M 2698 3191 36W 7,-0" PRECAST 303 534 7'4r PRECAST - 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'�" PRECAST 428 633 1593 2204 2481 2818 2621 9 -4" PRECAST454 192 384 W-4" PRECAST _ 586 -- 767 948 1129 1310 6n 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 -0 10'" PRECAST 388 487 1247 1767 1904 2183 2028 10,-0" PRECAST 151 301 10'-6" PRECAST � 612 55 88 99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 544 1312 1742 2252 2868 3830 1 V-40 PRECAST 132 417 1 V-4m PRECAST - 430 406 530 653 777 872 544 1312 1742 2262 2868 3662 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1586 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST _ 383 366 476 567 698 783 507 1210 Ism2048 2586 3171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1305 1732 2157 2535 13'�" PRECAST 82 298 13'�" PRECAST 308 3 33 993 4 44 6 55 645 414 1045 1385 1732 2318 2805 SIX780 1057 1312 1071 1203 14'-0" PRECAST 2ry4 � 978 1272 low 1988 2279 14'-0" PRECAST 71 293 IN -On PRECAST 279 278 360 443 526 we 390 978 1272 1606 1950 1 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-0" PRESTRESSED N.R. 283 " 14-8 PRESTRESSED 239 422 - 506 626 746 865 �8 to79 ta29 1824 22n 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR 15'�" PRESTRESSED N.R. 252 " 154PRESTRESSED 224 387 484 574 684 793 1 412 1014 1340 70 1703 2718 2513 230 618 908 1134 1353 1672 1T�" PRESTRESSED N.R. NR NR NR NR 17'�" PRESTRESSED N.R. 183 " 17-4 PRESTRESSED _ 107 326 365 461 587 no 300 we 12 721 41 13 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 268 348 430 5 33 595 3 73 9R 20 1NR 48 1NR 71 1718 166 429 623 am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR 211-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 18 59 598 833 03 1038 1168 1468 46 142 373 537 am 818 943 221-0" PRESTRESSED N.R. NR NR NR0 NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 55 784 992 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR 241-0" PRESTRESSED N.R. 91 -0 24'" PRESTRESSED 124 174 245 302 300 418 12 9 460 654 824 1014 1147 124 319 465 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH. FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C MAR -0 9 2021 MICHAEL C. ANDERSON AR NO 17305 r� &&N+ 03 03 21 DATE: / / I SCALE: 1/4"=V-0" 1 SHEET S 2 - 2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALLBEPER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. ' 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"): 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HIL,TIX-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. E 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. i t 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS IN-fERFERENCES 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. i TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5001LBSSHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO ' TRUSS CONNECTIONS- 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. TRUSSES W/2X4 GIRDER RUSSI IIII B TTOM BOTTOM CHORD CHORD 2x4 SCAB NAIL,IEDTO DIAGONAL ` END JACK TRUSS CHORD BOTTOM. /MINI(4) 10d BRACING/BOTTOM 11 RE APPLICABLE NAILS FOR EACH CHORD BRACING CHORD CONNECTION DISSIMILAR BOTTO CHORD BRACING @ END A JIM 1A a O b O O o C3. m o Q' N O dU LL J Z z U O 0 m O x U FOR EACH CHORD CONNECTION �,,1 DISSIMILAR BOTTOM CHORD BRACING @ MID RUN -- CCNNEODfl SCHEDULE CONTROLDATE.1/22/2.20 MiTeF USP SIMPSfM! MIT, DlP UPLIFT GRAVITY DES. UPLIFE GRAVITY VASTENER I ADIE.VEX HTA 11,-1. ]625 META iF ]450 B 10tl %11/ I-PLY,(])NOu2 PLYEMBED4 18110d, 11/2'1 PLY,(WINI NY, EMBE AT 121 HTA 1618 2430 (2)META-15 1985 12)III sl lfl ]-01Y, EMBED4" (10)lad XJ t/2"1-PLY EMBED4" Hia 16 18]0 HETA-11 18111 101101 %]]j'2 (8)if6 Y{]Od xl 1/2 IPLY, (811fitl2PY,EMBEDM " 18]D HETA-20 180 22PLY,,MB04' PBHTA30 ED4 (Y{10tla11/2'1-0LY; (8)1Cd 2-0LY EMBED4" III HTA'20 243D (2)HETA 20 2035 11) 1. ]/2 1ALY.EMBPDP' IT lad 11/2"l-PIY, I'MDEUP' 25M 10)lad 2-PL EMBED4 12116e2PL$ EMBED4" LJGT-2 16i5 LGFS IS83 LR1511/4"x% WX9ME ItA,IX,WCODO611W. 171'1/4'*21/4" TIIEN,W0001]611FAI LJ61m3 ".I MT3-SIAS25 3480 ONC1413/8 %5 W.d9e-BDIt+A-chao ,W D(121W525 (12)SOSI/4 X3' x5'TffENKDTODUkL. DHTA-20 24ID IDETAL20 248D 16)-10R, I V2 I PLYALTERNATE USE OF(3) HTA,wACCEPTAB (19)-.I0e 11/2,1PLYALTERN41F USf OF 121 XfTA'2DAC(FPTABLE MUGTS+ I., MGT+ 396S 'IV3'A.T.R. IN HIGH STR E NIGHT EPTI%Y(MIN, 12- EMBED), 122) Rod TO WOOD) (1)SW' ATo IN 111. 11 HENDRY EP0%Y IMIN. IY' EMBf I,(22) lad WOOD HUGT2+ 9575 IFTER-2x 10690 MOOD(MIII, MASON RY(2) 3/4"A.T.R R13/4'AT.R. IN H IGH STRENGTH EPO%Y(MIN. IY' NAL ( 16) 1W WOOD HUGt3♦ 98W JIT I.E. MOOD (8) Jad, MASON RY(2) 3/4"A.T.R (213/4`A. T.R. IN H IS H STRENGTH EN.S. IMIN-11- 'MIT ), 111)1. WOOD L PTA 1510 PARALLEIIO WALL 14]B PEE LT. I210 PARALLELED ]2lO Pf RPIN WALL WALL DICULARTO ad) x11/3' (30)10tlx1-1/2" MODELS 3.1 VGT 4940I PIT5A'PLAR IN HIGH STRENGTH EPDXY (MIN, 32 EMBED). (4) Old TOP1161 Tod EAC.E/(I2) IDd BACXOFTEUSS IIISOV'AT.R. IN HIGH STRENGTH EFO%Y(MIN, IV EMBFDI('615D514"x3" HUGE 9S75• (2)VGT 7185 2)5/8"A.T.R IN HIGH STRENGTH EPDXY (MIN. 12 EMBED6(8) lad (215/8" ATR IN HIGH STRENGTH OPOWPEIN. 12- EMBE0(32) So$ 114"%3 MEW 12 So, IS 12 990 14)Did xll/ ,OR)IW 114)1Utl%1It? " HTWIM 13SS XT5H6 131D 16p0d A 2,(Is)]lk (161 JOB ADIS!° HTWM 13M HIS 20 13. 24) 111 x ll/2,(2D)N (241]OR RE Id, HTW24 IRIS HIS 24 1925 24) Tod x 112•C20) 111 (21)iIM x 1]12' LSTA 12++ 936 L4A-12 co Had (1ol lad LSTA is" 1235 .,A." T 1235 14)1N (1411W MSTAHB+a ]31U MSTA 18 + I315 14)lotl OR)10d MSTA24- 1640 MSTA MI+ 1. 18)1M 11RI tOd p. MSTA.3011 1oES M11FA-3D++ 2050 22)1M (22)dad sYlj+ 1STa16- WIG MSTA NE++ 2050 I26)I. (26)JOB • 111136 226D MSI.1 38m 36)lUd Xl1 (36)lad X 112" %T51248 5105 MST 4S Sow 48)10tl%112' (48)POP A11/2 LFM 9. H6 10iS 16)No! 1J,(16)Ed) (3) Ed TO PLATES IS; Ed TOStUD5 5PE4 8]R 1. 825 61111 TO STUDS J6) ORTO. PLATE Pal 10d x 11/2 TOSTUDS MPHA 5251N IT 93a016 A34 430 41M It11/T TO BEAM, (4) 8o x 11/2"TD ttbT. III Ed x 1112" TO BEAM, (4) 8o x 1 ]/2' TOPCI Ed. GAD HCP2 590 10) lad %11/- TO TRUSS,(10) 10d% 11/2-TORATE (121 lad%11/2' ,I". low RE. III } BI.III .I1J2" TOTRU65, I.) lad X I IjP'IXE1WTE JIB)106 X 11/2" MUGTIS&HERNIA 4175 VGr&HDU4 4940 28)111 TO TRUSS, (101 WS3 WOOD SCREWSTO POSE W/5/e"TH HEADED ROD (16)SD51/4"EF TO WOOD,(10) So$ 1/4-0l/2-W/THE OED ROD, (21 NUlyWASHEW PLY MUGT15&PRIOR 4175 VGT&How 4940 28)11110 TRUSS (101 WS3 WOOD SCREWS TO POST W/5/8"TH HEADED ROO IM-SD51/4"x3"TO MOD, 131-3/4"STUD HOLES WITT RAGED ROD, (2) NUEOPARSXER]`IPLY YPllhl WHIR 6]]5 ABU.1 11.1 1750 11518'A. i AI IN H IGH STRE BOTH EPDXY, (MIN. T' EMBEDI IN LONG, N2116c TO WOOD (])5/8" AT.R. I N H IGH STRENGI ENTRY, (MIN ]" PMBE D I4 CONDO, 1l211&I TOWOOD PAUW .1 DROPS ABU 662 2Iod 18205 1)5/8` A T.R NH IGHSTBfNGT H FPO%"IMIN ]'EMBEDI INCONC,(12)16d TOWOOD (1)518"ATR. IN HIGH STRENGTH EPDXY. (MIN.]'EMBFI)INCONC 1121ifd TOW'000 1TSW+_ 12. LTT19+++ 3PRO LIB14"AT.R,INHIGHSTRENGTH fPO%"(MI N.T'E MBf D) IN CONC,(811od TD WOOD (113/4"AT.II. IN HIGH STRENGTH HENRY, (MIN. T' EMBED. INCONI )10]TOWOOD LT5201- 11M ITT211++ti 15W 1) 310' AT.RIN HIGH STRENGTH EPDXY, IMIN]' EMBED) IN WNC.(IONOD x]-1/2 TO WOOD 111112"AT.R. I N H IGH STRENGTH PROXY, (MIN J" EMBED IN CONC, 1l01111 TO MOO "145. 41W XTt4. 4455 1)SA' A THIN HIGH STRENGTH EPDXY (MIN T EMBED) IN CONC,(III lfd% 21/Y' (1)PIES' AiR. I N H IGF S I RENGTH EPDXY (MIN T' F MITI,)N GOOD, (5) laid 21/2 1. SMS .11 Sold 1)5(8'AT.R 4N HIGH STRENGTH EPDXY (MIN. YEMBED) 19 CONC., I261III % 22/2" (1)S/8"ATR, IN H IGH STRENGTH EPDXY (MIN.]"EMBEDINCONC.( )Too X21/2 -. UPXGET ♦ 14395 H day ED 2Y 11810 ITT "4 T. R. IN HIGH STRFNC.TH EPO%Y,IMN.10"FMBEU)IVf ONC,(241 WS3 WODUSCREWS (I)]"PT fl.IN HIGH STRENGTH EPo%Y,(MIN.TO- EMSE0)1N CCNG, 24)SDS'F x2X"WOOD SCREWS PHDSA 6525 TOYS 6645 1)5/8-XG1 H IGH STRENGI H EPDXY. (MIN T' EMBED) IN CONC 1141 WS3 WOOD SCRJF 4 (1)]/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 2"EMBED.IIYCONC.O3/4'STUDBOUSTOWOOD iD%B ' 1..(il 117/8'N ' A.B. IHIGH STRENGTH EPDXY, IMIN.]fMBE011NCONC 7/8"STUDBOLISTO WOJD NIMMI20 IS. PINS MBHA 45fip]?5 34]5 53311 IT'12"'1 BOITWMIN 6'EMBED&NOT LESS THAN 4- FROM EDGE OFCONCW/3`NbDIA TWRAMSWREOHEAD(113/6'AT.R. YNp BOLT SDEEVfpNCHOROR EO WFMIN S'EMBm INSTRLLfDIN DATE. N411O"1 Al JOIST IN HIGH STRENGTH EPDXY, (MIN.6R"EMS EPDXY, Ih11N. 6.]5"EMBEDMENT) IN LM.LL FACE, (1B)IDc DMENTHNCML TOBFAM TOP, N13/4 ATT:RINHIGHSTRfNUN FUM121F 3615 170C(131%). 3325(12111 HUS0412. (WOODR 34Y1 MIS(1M9F) MOO29M1 OO 10) Too tD HkAGER,(I01W TOWD I ( 10) ) 16e TO HEADER,(10 161 TOWCCO H WHIR, (CM US lYSU 30M HUC4I0 (CMUI low S. 18)1/4 "'x3II'W535CREW5,(10)1QI 10 GOO: USP ((0)3/16 'TAPPER+. N011M TO WOOD I1RI1/4u]fl41'ilEN 19 YEI1lLANGF)iOfM U, N0110c WORLD: M 13210 211 (CMV) ]Y50 30M HMU,1.2 (6Ni Uj 1XM 45M iP)I L1 3 W/15 TW4(1011M 10 Yy yY (]O)3/16 "TAPPER+, N011MTO W0UD 181/4"u2-3/4"TITEN IS PER FLAN6f)TOCMU, I1010d OWOOD: H...a PIT CMU) 2i95 5015 HUQ1n.3 (EMu) 1800 ,45W (10)10"x3 wS3 SCREws (10)INTn wOOD. u6P (2D)3p6 TAPPER popm TOwOOD hR)1/4ela/4'r1TEry (9 PER TLANGE)m CMll, (10110dT)VN]D LGUM26-2 212, 600 LIGUM26-2501 1430 1 5i95 4)3/8"X4'WedBe Bolt ATt�ors WCO014)WS3WOODSCREIMS 14) WRX4TITEN HDANCHORS(2 PER FLANGE) iD CMU)1/4%2-] 10 SSCIIEW6iOWWO Q 2 O U O m _0 _03.1 W N O LL a(D Z U Z Q O m O � O x U IG1 2X4 BLOCKING BETWEEN TRUSSES 24"O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. / SIMPSON LTA2 USED TO BRACE TOP OF WALL.DO ti, U U U U U a N I'. EJ7 II II CJ1 ;,,' -.�-_- u n u 1C I u n n n u u n u u u n n = CJ3 II I ( II II �� II II �� II II II I) II o ATTACH 4'-0" LONG 2x SCAB TO ~ J5 � C_= TRUSS/ 10d NAILS 6" O.C. __ n n ( n 1 �° u u u u u CJ5 I (4" FROIBJ END) II II A14G 16 I I I 6 I 1 /viA .Z�Q PRE-FABRIGA ROOF - - _ _ _ - - _ - _ _ = _ -72 I 7RU4SE5 0 24" O Mi4�C I - - - - - - - - -ILL= - - - - - - - -=t - 1A -_=__ ---- -- 1A I I I I I I A1A I I I I I ____Y- - - - - - �L__ 22"x54-� --�--- a I I I I I _- --_ - ==9 =�= _ _�= � � _ A11 W- 1- NN O� _BJJJJJJJ JJB: A13 3.1 - - - - - - _ _ A15 MrAw. FRA I PLAN M SCALE: 1/4" $ 11-0" 1A Reviewed for Code Compliance Universal Eng ineering [B Sciences 2194 H WY A1A, SUITE 301 "r INDI4N HARBOUR BEACH. FLORIDA'32937 PH: 321-862-3591' XX PI, 1; F y 1 ;4 I r� SUBWV ac LOB 71 CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200 014Ri MODEL: - '" 4EB "1828-CALI" GARAGE SNWMG: p@�} RIGHT PAGE: uj FRAMING PLAN I5 , 160 MPH EXP. C STATE OF EWRIDA Ij f { MAR 0 9 2021 MICHAEL C. ANDERSON I AR NO 17305 'P 03/03/21 SCALE: 1/4FF=1F-0FF SHEET < -(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 2' NAILS TO TRUSS "ROOF/WALL/FLOOR .(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING (12) 16d x 1 Z" NAILS TO TRUSS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE A PT SYP #22'' x4", (16) 10d x 3 �' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS rrx W/ 10d NAILS, 2 ROWS, Y WITH (12) 16d x 3 q" NAILS TO GIRDER "` O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS x2; 2x WOOD FASCIA' ANCHOR REQUIREMENTS. >EE ARCHITECTURAL :x SECURED W/ (3)16d 3ALV. COMMON NAILS. ENGINEERED WOOD x2 SECURED W/ 10d TRUSSES @ 24" O/C, 3ALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS 2" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM -.FE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U[2705 LBS (2 PLY) TRUSS%'1b SlaTYPICAL 1c GIRDER SS CONNECTOR(S) SCALE:3/4"=1'-°" NOTCH DEPTH 1/4`D HOLE EDGE >5/8" HOLE DIAMETER �< 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE, 1 1/2"=1'-0" EDGE >5/8" —HOLE DIAMETER <8/5*D DBL. STUD i ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMITS� OP "ROOF/WALL/FLOOR, DRAWINGSFOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", (9) 10d x 1 q" NAILS TO 6", 8" x 4 -0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONC ETE O/C TO FACILITATE ONE EMBEDMENT. U ED IN ADDITIONAL PLY MAX. TO - CONJUNCTION ITHACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR A-(1) SIMPSON LGT3-SDS2 5 GIRDER TIEDOWN WITH (4) a" x 5" TITEN HD TO CMU AND (12) SIDS x2?"TOGIRDER' B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)'q' x 5" TITEN HD TO CMU AND (18) SOS ¢" x 1 x2 2x WOOD F SCIF( 3" TO GIRDER SEE ARCHITEC URAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W (3)16d (2) -1" x 5"TITEN HD CMU AND (18) SDS 4' x 3" GALV. COMMO NAII'S. MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 1x2 SECURED / 10d GALV. COMMONNAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2C SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W110 10d TO TRUSS AND (4) 1/4" x 2 1/4 TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE (FACES OF BLOCK WA-L W/10 10d TO TRUSS AN (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT PO RED LINTEL \ i e TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) n 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOG kTION o U 1aMAY NOT BE cv a } F REQUIRED BTM. CHORD Oli WOOD ROOF T USSES 1x4 BTM. CHORD BRACING6'-0" O/C END WALL OR THER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CO.ITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE LAN COMMONSECTIOLSATEACHCHORDBTM. CHORD BRACING INTERSECTION TYP. 6 SCALE 3/4"=1'-0 SCALE: 3/4"=V-0" (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 REG. — 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 44" O.C. (AT SHEATHING SEAMS) SECURE2xPT.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" D.C. MAX CONT. 2x4 SECURED W/ (2) 11 @ EACH TRUSS TO BE INSTALLED @ I V-0" 0 C MAX. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE:3/4"=1'0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �i �i 4 4') i I.. "A Yl a� .e 11ft r 1 Aft 11 , - ga ao ) r { E, Y� M in�Ls11 v'. L.017 ,r) CREEKSIDE 1 PHASE 2 LOT #14 a��ROJECT� 04321.200 014R1 MODEL: `ryI "1828 BB LI„ I'CvARAGE SWING Ga RIGHT DETAILS I v � �j6]'L, r rF � ?4 "i STATE OF FLORDA ktMAR, 2021 d41CH'r _L C. ANDOWN NIO 17305r- DATE: 13 f3/21 SCALE: 1/4"=1'-0" SHEET S a e l kl PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING- SEE PLAN FOR LOCATION !SECURE 2X6 PT- PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED- AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX . . A. I ON: PRE-ENG'D W D TRUSS (TYP) �24" O.C. MAX FOR STRAPPING VERIFY Wl TRUSS PLAN CONG. POURED LINTEL COURSE CONT 2x4 SECURED W/ (2) 1 Od's @ EA TRUSS TO BE INSTALLED @ 10'4' O.C. AX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" li Reviewed for Code COmPliance Universal Engineering Sciences 2194 HWY AlA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 vvww.abdesigngroup.com AA #:, 0003325 F. ii Aft g Vlkk Irl �U m m V ON ["d �vmmzzx Nk\\ 04 No : 9 8111 TIMMIM71-11L, 1� - ' - '- SUBDIV. & LOT. CREEKSIDE PHASE 2 LOT #14 PROJECT# 04321.200/014RI MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: o DETAILS 160 MPH EXP. C 7 MAR 0 9 2021 MICHAEL C. ANDERSON AR NO 17305 I PRINT DATE: 03/03/21 SCALE: 1/4 09=11-099 SHEET S 3. 1 BI 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) W- BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA TRUSS MFG. SEE ARCHITECTURAL 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. e TRUSSES @ 24" O/C, 1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE BLE END PRE-ENG'D TRUSS G)_GAW/ HIP RETURN SCALE 3/4„_V-0„ SIDE VIEW VTCR SPACING (1) AT EA, AND B'-0" O, PRE-ENGINEER`S VALLEY TRUSS CONNECTION SCALE: N.T.S. Reviewed for Code Compliance Universal Engineering a] Sciences 2194 H WY 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 "# 00033?5 SU39DIV..d. "g CREEKSIDEN h PHASE 2 5. LOT #14 PROJECT# 04321, 200 014R1 O DEL: 4EBB "1828-CALI" GARAGE SWENG: RIGHT ]PAGE: DETAILS DETAILS 160 117TJ �,_4 ,,J-, `; _r . •11 r_ MAR 0 9 2021 MICHAEL C. ANDERSON DAXE: 03/03/21 SCALE: 1/4"=f-0" 1 SHEET S3. 1 C GABLE -END ,k- A HIP ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE7-16', ZONE 1 = 52.70 PSF (6270) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50)1 ZONE 3e = 69.80 PSF (79,80) ZONE 2n = 69.80 PSF (79.80)1, ZONE 3r = 83.80 PSF (93,80) ZONE 2r = 69.80 PSF (79.80)1 "A"= 4-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DLWHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 3#IIl11" STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP it SHEATHING (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" + SCHEDULE +/� STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER �71�H E DU LE EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' - NAIL REQUIREMENTS OF GABLE END. SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 8d RING SHANK, 2,3/8" 0.113 17Q,000 RING (16-20 RINGS. RSRS-01 RSRS SCREW SHANK PER INCH) 8d RING SHANK, 2' 3/8" 0.113 F1667 PNEUMATIC RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O-C. AT ROOF SHEATHING INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. (9 = Z F ROOF SHEATHING ATTACHEMENT SPACING of � ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD m ZONE2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BUILDING LENGTH NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END- ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ud J V J Q z LU Z (7 uJ U, W YUa Z () x0 z ro !n ' z z Y W_ Q LL 2 z U) CJ z O co zU) W Z) w � 8d RING SHANK GUN NAILS Y @ b SEE "ROOF SHEATHING ATTACHMENT" y O TABEE FOR FIELD SPACING z P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF ., TY —S } #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. �3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". - a R c H r r E e r s I -- IIENERAL WOOD: TRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%: AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WC RCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE. DRAWINGS. CONSULT PRESSIONS, AND OTHER DE DETAILS S FOR SLEEVES DE RCHITECTURAL DRAWINGS ALL EXPOSED EDGES OF CONCRETE ARE TO B ECHAMFERED314" ALL WOOD FOR B I � I N STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION CI 31814, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER` MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILL, ELASTICITY = 1,41 Design / rOUP LLc DR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREA OLD -FORMED STEEL STRUCTURALMEMBERS2016, ASCE 7-16 AND AISC SPECIFICATIONS SHALL BE RATED April 19, 2021 LIE DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: : CORROBORATE 1 HALL BE CONSTRUED TO. APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL E Planning & XCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI.347 LATEST W/ DOT SHALL BI Development Services - - EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS. MORE Building & Code Regulation Division LL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE 2300 Virginia Ave. RAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL .BEBROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILIN( Fort Pierce, FI. 34982 0 THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLA1ION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID 772 462-2172 F THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE.BY OTHERS. SYP #2. - HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING RE: Permit # - I COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WO AT BEARING LOI D.R. Horton Homes EQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: Creekside Lot 14 URING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, OR TIE WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRU Response Letter EMPORARY BRACING, GUYS -DOWNS.: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE; SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3 0 OC, EACH WAY. TOE S-GRDESIADE, STRESS -GRADE' EQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.. SEALED BY A PE For the above listed project, the indicate 7/16" O NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PL plans roof sheathing on sheet SNI. This is ec error eri the plans. The Sheathing ihiCkrieSS and CASC shall be O WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE R. the COYYeet reference for Wind is ASCE GRADE60 IN MASONRY DEFORMED BARS,.FREE FROM OIL; SCALE, AND RUST AND PLACED IN ACCORDANCE ssureet pressures ere32" 7-16 reference. IESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRIC .CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FC -- AND VERTICAL BARS SHALL LAP 6.x BAR NO .UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY) OOF LIVELOADFLOOR: LIVE LOAD 40 psf _ REVIEW. WOOD TRUSSE'� - 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 #5BAR - 30" #7BAR - 42" TRUSS MANUFP PROVIDE 36"x 36' CORNERBARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WIl '.. DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTION! 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE ST (7 psf w/ ASPHALT SHINGLES) (10 psf wl No GYPCRETE CHORD 5 BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM psf DEAD LOAD TO RESIST WIND UPLIFT 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR: - - BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRD STAIRS PVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOF VIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK Al ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIC (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II)' LAYOUT, SPAN IVE 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 $ ITORAGE 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR5:�30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL I 1ND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf; GUARD IN -FILL COMPONENTS: 50psf, PASSENGER 30psf, PROVIDE ENGI Should OU have an questions, p y y q St10T1S lease feel free t0 rEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS. STAIRS: MASONRY: PLAN SHOWN Contact Zile. Opsf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PRC Sincerely, 31HOP DRAWING REVIEW: SPECIFICATION MASONRY STRUCTURES (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICAI ;HOP DRAWINGS WILL :BEREVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT " STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTC )FTHE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE PROVIDED BY ;OMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,. ELEVATIONS; DIMENSIONS; ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR BLOCK THE TRUSS TC kLL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90 GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELE( AND CLADDIN'! )RAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TG - ' )F. REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED. PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY VVITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. AT 28 DAYS, UNLESS NTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" Michael C. Anderson )OCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS. CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION Florida Architect #AR17305 NRITING BY THE ARCHITECT. - TO CONSOLIDATE GROUT. =OUNDATIOW SITE PREPARATION: TYPE "M" OR 'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL. BE 'OOTINGS 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 XCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK. UNLESS OTHERWISE NOTED.. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO - 2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 Phone: (321) 802-3591 II 40DIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. www:abdesigngroup.com 'OIL FOR TERMITE. PROTECTION. I+ FILL CMU CELLS SOLID WITH GROUT ATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 3UCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE REINFORCING. \ 3E0-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS):, U.N.O. '`\ II ;ONTRACTOR'S EXPENSE, AND. AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE AINIMUM DESIGN BEARING CAPACITY;: AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: 3E 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, SLJSDIV. �NCRETE: FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM C REEKS IDE 30NCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS A36/A36M, Fy = 36.ksi FOR ANGLES, PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AND SLAB -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL_ PIPE $HALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = .I PHASE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, -ON _ �f 35 ksi..TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.: ¢'; 3,000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUC`'JRALTERRACE SLAB - ANCHOR BOLTS. AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE: -NUT LEVELING. ALL ' d LOT' 14 j ,ONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTMIF31251F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS I fs, ,ONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+1- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, � ` OJECTALL �"R�3D :ONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ANCHOR BOLTS SHALL BE GALVANIZED STEEL J BOLTS ARE TO t3E STEEL.. I 'T00 014RICONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN HATER IS ADDED TO THE MIX UNTIL IT'IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON '- .; I` THERE IS A DIELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL I /J B D `T E 1J 1J 3E THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY 1111 11 1r M„ VON COMPLIANCE WITH THE ABOVE 1828-CALI 1 REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: ". GARAGE .SWING': 4. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. 1 - ( 3. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: - RIGHT 4-ix RIGHT H T 1-1/2"FOR #5 AND: SMALLER. 2" FOR #6 AND LARGER PAGES „ FOR CONCRETE NOT EXPOSED TO WEATHER FO FOR SLABS, WALLS AND JOISTS - J 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS a I DETAILS T FASTENER SCHEDULE !WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO .CASE HARDENED COILO/C GARAGE DOOR BUCK 1A" DIA. TAPCON MASONRYDID 1 12 EMBED., 4" END DIST MASONRY! CONC. NAIL 1 12' LONG. TO MASONRVICONC '. NO WASHER FASTENER 1 12" EDGE DIST SGD, AL EXT DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 3/8" DIA OR 1/2" DIA EXPANSION BOLT 16 O/C (3!8" DIA) 4" EMBED., 4" END DIST Ix PT, SEE NOTE NAIL 1 V2 LONG STAGGERED INTO MASONRYlCONC. TO MASONRY/GONG 24 O/C{1/2" DIA) 3" EpC1E DIST wl WASHER WINDOWSUCK CASE HARDENED COIL 9"O/C WINDOWIDOOR/FASTENED METAL STRAP TO p CONTAIN' THIS 'ENGINEER .FOR SPACING 1x PT, SEE NOTE NAIL 11l2 LONG STAGGERED INTO MASONRYICONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16 DIA 1'"TAPCON' 18"O!C 1 1/2" EMBED, &' END NON BEARING WOOD'. 1/2"' EXPANSION 24" OIC 4" EMBED. 4 END BUCK 2x PT, SEE NOTE 6 NO WASHER I FASTNER DIST, 1 1/2" EDGE DIST. WALL TO CONC SLAB W/ WASHER BOLT DIST., 3" EDGE DIST 2X PT WINDOW BUCK 0.138' PAF x 2 1 3 9" O/C 4" END. DIST., 1 1/2" PTTOSTEELCOL., SEE WIWASHER STAGGERED EDGE DIST. NOTE i 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 AN / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTYPINS 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 BUCK§ SHALL BE. AS WIG7 E.OR WIDER AS THE DOOR OR WINDOW FRAME. EXCEPT FOR AN EXTERIOR SWING'. DOOR WITH A WOOD. DOQR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED INI TAPCONS OR PI F TO THE SUBSTRATE rReviewed for C®d@ Compliance Universal Engin1 Science '1 1I, I+ II I fF, ` , ' '�1•ATE OF FLORIDA MAR 0 9 2021 MICHAEL C, ANDERSON R NO 1Z22 L 03 03 21 DATE: / / ' SCALE:1/4"=V-0" a SHEET i EXT. SHEATHING ATTACHMENT y 'd�"'.,iJ"�,o ....idc-i�#a �, .fi�:?�;�,i'k'K s•.. .s '�.d".#,?yk+'N°.wasro•�.S:v}'�F: ,.�. ,vo ^. , r k i : v — I , ' II 5 ti „t N .r ,. I I Y W. w rw v4 » } I P ... .. u. i I I II .� G4 Y , I . ..u.. It sl 'tt r S .»-.. 41 V Y, `l fr I Planning & Development Services Department Building & Regulations Division Product R vi v✓ Affidavit e e da t FLORIDA PROUCT P ! R I � !; u Nd - FL # or Miami -Da de Y APPROVAL REVISION, v DATL '%r Product Model # Manufacturer Glass Description Method of Attachment $uldin Desi n g g Product 0 i n es g 4- Pressure Pressure A For anchoring through frame into wood f min ra or Zx buck g g e #1 wood screw g us 0 s With a , �mum sufficient length to to achive a L mini embed. Into sub gbstrate. t " Loca e anchors as � y z " ` FL17499.Z R a S0%OS/2023 •' SH Wrrlow 185 SH MI Window and Non shown in elevations ons and installation details.For anchoring through frame into masonry g g mY r.,« ors concrete use 3 16 tapcons with sufficient " / / p lent length to achive a 1 i/4 minimum ' +38 4$ +50 ^ a � '.� • „ t v, n embed. Into substrate. te. Locate anchors as shown own in elevation sand installation details, ails � i . I Foranchorin g through frame into wood framing or 2x buck use #10 woodscrews with - sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in :d installation details. For anchoring g throw h frameinto mason ry/ concrete use '1 4 l Fi15353.2 R5 12 31 2024 / f Uerti I ca ivlullion 57 64 MI Window a ELCO ultracon t tapcons with sufficient length to achive a 1 1 4" P minimum embed w g / I Doors Non Impact 1" min. edge distance. Locate anchor s as shown installation g n details +38 48 +48.1 -48.1 { { � C For anchoring through frame into wood framing or 2x buck use #10 wood screws with " r sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry FL15349.1 R14 ti' 4/3/293 Piked Window 185 PW MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60)' installation details. For anchoring through frame into wood framing or 2x buck use 410 wood screws with ' sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame into masonry FL15332.`2 R6 `t �.t 12/31/2024 Sliding Glass Door Series 420 Aluminum SGD MI Window and Non Impact /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum Doors a tubed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in +- 33 ( )41 / ( ) (482 )4 +.-8.2 � ( ) installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side FL20461.17 fifi Ti,of 42/31/20 opaque side transom centerline to bucking. Fasteners spacing g. p g @ 15" o/c max. @head and jamb. door with transom Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1 4" / (+36 / (-47 ) ) +47 ( ) / (-47) } FL16lw.3 R13 (R14) �2131/24j8, Double Garage r`. 16.2x7 73 W6 Clopay N/A 3/8 x 2-3/4 Hllti sleeve anchors 6 from ends 22 O/C EfVt71tZAP' O'A4_ Door +29 -35 ( )/( ) +36 4 ( )/( 2) rN 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into groutfilled q r, CMU with min. emben of 2 314", min. edge distance of 4" and min. end distance of 4". FL8248.11 R20 12 31/2023 f Double Garage 8024 Wayne Dalton N/A Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with a P Door LT)1 ( 9 32" thread penetration into seasoned d wood / p dry supporting structure. (+29) / (-35) (+34.4) / (-38.3) FL14170.7 '1 )!31�2Ok23, Double Garage Series 170-175, 177, 180 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min'6" between jamb R'14 R15 f q.>•.-a4"s�� (P�j�+wAPP�OVAL) '� Doon(ALT} 185, 187 Overhead d ^J A 'W and bra bracket location. 2 3 4: / rain edge dlstance. (+29) / (-35) (+34.4) / (-38.3) Use galvanized (zinc coated) roofing hails, 11 or 12 gauge, with at least 3/8" dia. = heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL30310.1 R1 12fj1/2024 Roof IKO SHINGLES IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting N/A N/A ' u , into shingle surface. 4 Miami -Dade approved corrosion risista:nt tin caps and 12 ga. 1-1/4" annular ring n ,< 6r shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the FL15216.1 R8 12/3f/2023 UnAerlaymertt RhinoRoof U20 Interwrap NSA field. FL5259.1 R32 t r+< Alt/;as?3 Underlayment Polystick. I RXE Polyglass USA N/A. Self adhesive. (Alternate) FL17322.1 R 12 3R Z024 Sr / / Underlayment ; (Alternate) WeatherMaster 100.., Atlas Roofing Corp N�A Self adhesive FL34546.1 R1 °G 12/31/2024 Underla Arent`" v Shield Granulated Owens Corning N/A Self adhesive (Alternate) FL27076.1.x R1 3(28/2023 . Underla ment°%` y Weather Armor SB 1 APOC NAA Self adhesive (Alternate) FL3 92.5,.r 7 R14` < e .,. 8 QTl, Off Ridge Vent 770D Lomanaco NXq Install per manufacturers recommended requirements. N/A N/A FL19567.2 --` , . »> -R2 ' a 9/al/2026: a Off Ridge Vent MMI MILLINUM METALS N/IA Install per manufacturers recommended p d requirements. (ALTERNATE) :s N/A N/A - FL33919:1 RI -12/31/2024 Soffit Var'form Soffits I PlyGem N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+157) / (-46.1 '_ Install per manufacturers recommended requirements. -. FL15272,1 ,. _.,. ..; R4-(RS ) .12131/2023, APPROVAL PENDING), ( G): Soffit (Alt) T2 Alslde N A (+31:6) / (38.8) (+75) / (-75) a 1/4"x 20stainless steel or ELCO Panelmate with minimum embedment @ 13 4" in / FL16293.1 , R3 _ 12/31f2021 Hurricane Panels nels Less than 6 24 GAGE Hurricane Storm N A concrete mason Z 1 2 min. edge d' / masonry, / g distance, 12 o/c max. spacing. Can be headed r span panel MFG. screw or all thread but with wing nuts.. N/A : (+47) / { 53 ) 1/4" x 20 stainless. steel or ELCO Panelmate with minimum embedment@ "' bedment @ 1 3/4 m ' FL16293:1 � : R3- _.._ _ , _ 12 . �„ _ ar'ric�ne Panels :�. ,<•..,- 6' 24 GAGE Hurricane Storm N/A concrete mason 2 1 2 min. edge / masonry, / ge distance, 12 o/c max spacing. Can be headed span or more panel MFG. . - . screw or all thread but with wing nuts. N/A f+45) / (50) fL17147.1 ;, RS,}/2ji2021'1'> " "ZI S stem P Y Wall Sheathing Huber N)A I nstall per manufacturers recommended requirements. q Sheathing N/A � NIA x r rn x. James Hardie -Install per manufacturers recommended d r p e requirements. � E , FL13192.2 Rb 31 2023 /1 La Sidra P g Cem a nk Building Products, N /1 A i2ew u wetl.forCode-� " _ Inc �In 118nie pg ..... fL1392.1 .. R7 , „- f 2055 I Joists (2 Story BCI ESR 1336 Install N / A per manufacturers recommended requirements. nee , p Ian ,•" �� :�. _ : .. , �d'• 0 Only) � r % - ^ PNTR0� DATE 3,3 .?'I 2194 HWY A`YA SUITE 301 INDIAN HARSOURSCACH, FLORIDA 32937 PH: 3 21- $02-3591 www abdesigngroup.com AA #: 0003325 Ihr� eS {4 4� 1 °CJ I:i€V a T. ST LUCIE COUNTY MASTER PA P CT# OD EXPRESS IIINGL_E1 LAGESWING: -{P. C ARCHITECT STATE OF FLORIDA i` , . I LIAR MICHAEL C. ANDERSON AR NO 17305