The URL can be used to link to this page

Home My WebLink AboutBuilding Plans® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-y7092 FAX: (321) 733-7972 db STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON ARNo. 17305 A.B. DESIGN GROUP, LLC 2194 HWY AM SUITE 301 INDIAN HARBOUR BEACH, FL 32937 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN%DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. DESIGN CRITERIA: - FLORDA BUILDING CODE, 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 - w.2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES YT. CALC.'S LIVING GARAGE ENTRY LANAI 191/o SQ. FT. 430 SQ. FT. 16 SQ. FT. 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16411.6 GU. FT. 8 2 8 «„ _ ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET `. ALT. ALTERNATE - MFR. MANUFACTURER AMP. AMPERAGE MIN. MiNIMIJM BD. BOARD M.T. METAL THRESHOLD`. CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG, CEILING N.T.S.. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. .CONCRETE PL PROPERTY. LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC. TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD.. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL, DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM ' DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR FA. EACH S.D. SMOKE'.. DETECTOR -. ELEV. ELEVATION S.H: SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG.t SHEATHING EXT. EXTERIOR SHWR. SHOWER F,G./FX.. FIXED GLASS. Sim. SIMILAR F.G. FUEL GAS SL SLIDING FIN. FINISH SL. GL SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR. _. SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER - T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD. U.N.O.UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE, V.P.. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/- WITH INSUL. INSULATION - WD. - 'WOOD INT. INTERIOR WDW WINDOW W/H - WATER HEATER W1 WROUGHT IRON REVISIONS DATE DESCRIPTION 0126/18 CD'S ISSUED OIA5110 2011 FBC UPDATE _ 01l16/18 CD'S RE -ISSUED 0221AS SIDING ELEVATIONS ADDED 03/26/18 CD'S W-ISSUED _ -- 04/19/I8 FOOTING REVISION PER M. 5OWES 06/11/I8 CD'S IRE -ISSUED 02/19/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) — 02/22/19 PLAN MAINTENANCE 03//8/19 feVISED LINTEL SIM AT FRONT ENTRY DOOR 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON (MEL5.) 04124AS REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELE.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL) 0621/19 ADDED LED LIGHTS B KITCHEN 4 5ATH PER MARK 50WES 01/19/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09/11/19 ELEVATION 'G' SIDING -ADDED LOUVER B GAELE ROOF 10/25/19 ADDED OPT. W-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/0120 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/0920 OPT. 6-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/0920 OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/0620 ADDED ELEVATIONS 'L' 4 'M' (ORL) — 01/1520 ADDED ELEVATIONS 0110121 2020 F5C UPDATE 'all IE,{ E INDEX OF DRAWINGrS ARCHITECTURAL SHEET PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Ai —FLOOR PLAN PG A2—ELEVATIONS PG E1—ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl—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 Sl—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 TABLE PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS 1177 : ' f � DESCRIPTION 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 E q I ]PAGE: COVER SHEET 160 MPH EXP. C Ti�_2 _7 MICFf/KL C. A&ERSON AR NO 17305 r"`Z° JL 01 18 20 DATE: _ e e SC:1//4„=1'-0" SFiEET� GENERAL N010 SITEWORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FB( R) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE Ut DER FBCR 7TH EDITION (2020) UNO. 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SH LL E DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW''THE FOOTING IS GREATER THAN Y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTIC N OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THEWORK, ` 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL` PLACE IN T LAYER THE CONTRACTOR WILL BE HELD RESPONSIBLE', FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS I THEAND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION A D/O BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHN QUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRE CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONT TOR 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FORALL SIMILAR CONDITIONS, REQUIREMENTS 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/EN INFER. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION', INCLUDING ALL APPLICABLE STATE, CITY AND 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. COUNTY BUILDING AND ZONING CODES. G GES AND C ORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING, A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 2. AS PER SECTION R30T OPENINGS FROM APRIVAGARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE IN PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDWITH BE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THEAGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO, HE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BYINOT LESS THAN''/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVAL ENT. - WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSOBE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION I. NATIONAL DESIGN SPECIFICATIONS (NDS)'FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS S 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SH, ALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUNWO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH''/z' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO 61VERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING& NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WAU COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXrE10011 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED', PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING B D DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7. FIRE RESISTANT CONSTRUCTIN 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. rmllmg Reviewed for Code Compliance bu Universal Engineering Sciences CONTROL DATE: 12/10/20 (RM) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W ICU w ro ro q i F SUBDIV. $e LOT: CREEKSIDE PHASE II LOT #35 PROJECT' 04321.20 035R2 MODEL: 4EBB "1828-CALI" GARAGE SWINE: RIGHT F' AGE: GENERAL NOTES 160 MPH EXP. C ARC177 cT: STATE OF f�L-OZA WCH_ AEL C. AN DERSON L AR:VO T7305 r".."•• A lE3 20 DATE: 01 _ / SCALE: 1/'4"=I}_O19 SHEET CIF N A 39' — 8" 12'-4" 10'-0 v 101_41 I 101-0" COVERED W ® l2J 052-SH I 3❑ 6068 SGD. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FIT SNOW Sl TOPOGRAPHIC DESIGN WEATHERING"FROST LINE TErd LOAD (MPH) EFFECTSk GATAGORY° DEPTH ° NA 160 C NA INEGLIGA5LE I NA I VERY FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 17'`4' FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FSC R302JOB WINTER ICE BARRIER I FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS ® FREEZING ANUAL TEMPREQUIRED" INDEX' TEMP) 42 NA SEE 5URVEY I NA NA L � 12' -8• _ 16' ' � E e p�4 2 (2) 3052-SH y�Kt CiAl WALLS 0 S LIVING ROOM a DJ QV G w , ROOMS _ BEDROOM #1 -8 CL15. _� iTC �.". a a "lzx a 1 *@tea'.. $ ° a 0 •.,?i. ` d- n B 2X8. 41_41I dl .a V. ® 8 FIR-ISH = WC. Q r- G. N 8 �I I 61.1)1CLfi .� I — — — — — — — I -- -- --r— — d I IOPTJ I ElmVJ 3'_0° I12'-8" 2 sb36 iR-1SH 3-S -- r Al IfTCW I .9 LAUNDRY 8-v a 4� �-nIiIi i N II1 —IR-—IS— H 81.81 CA RANGE =4' 5'-8"PAN. 0-811 — Ian 3-SH 0 0 v AR ��' °--y I BEDROOM #4 J 36 "x60' SHWR. PAN W/ ENCL DEN _ N� ry,� I� til V I I 8 8„ d) 7r nl1J -0" y_g 3 6 �� 1 -m3 _4 _ 4'-0 - 8 N N n in v �I] ❑ BEDReOOM #3 z �, M I I R A� MT.B P 0 0 ' WH. ATTIC I • II ° II \ LAV. B IIU % U IIfIC .-� 2 I AI IId m _ r ds BATH #2 `8 11 cp rr i3 -8 GLCs ,4) 2'-4" V V. BEDROOM #2 0 6'-8' CLG r • (2) 3052-51 EGRESS 14' -0' L ACCESS J OND BOLLARD AS Il PER BLDG- CODE GARAGE V_V CLG. B " n L �7 W-W CLCL - 3068 W/ `^ 112• TRANS. /ENTRY 814 CLG. ---------------- — — — E111 I Lj 4'-4" 21' 4' HP Rico" nOURE R301 Jj OMP0"FNT ANO CLA00MG PRESSURE E$ SCALE: 1/4" NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MMI) THICK, OR 20-MINUTE FIRE -RATED DOORS. - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES. -FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION R VALUE OF R-13. -CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED SPACE. -FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. U-VALUE AND SHC3 ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS 's3► � ice.'.''"' �� Now �mm Now ■»■m ■13M ■ 7�� SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1916 SQ. FT. 430 SQ. FT. 16 SQ. FT - 80 SQ. FT. TOTAL 2442 5Q. FT. A/C VOLUME 16411b Cu. FT j COMPOMW AND C.ADDR) WIND LOAD$ BASIC wiD EXPMM FOR 3 ECOND GUSTS AND TYPE FOOTAGE ZONE WH WIND (Vdtl RE OM MIN. WINDOW CRITERIA I® 5- 34/-45 EXTERIOR SWING DR. MIN. CRITERIA 18 5 33/-43 S.G.D- MIN. 41 5 31/-39 CRITERIA 8010 O.H.D. 56 5 2-3.1/-37.3 50FFIT N/A 5 31b/-:388 BASIC WIND SPEED MPH = 1.60 (Vult) INTERNAL PRESSURE COEFFICIENT = ± 0.18 BLDG. CAT.=II, EXP.=C, MEAN R,OOI! HT. = ll'-3" PRESSURES HAVE 131�:EN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO WEFT TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CWHOL DATE. 01/01/21 N 1' DBL. --- TOP PLATE 0 m BAR DTTAIL ARCH DTL® — 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w x I 0 w Iq v w a F Q r SU3BDIV Sle LOT: CREEKS)'IDE PHASE II LOT #35 PROJECT 04321.20 035R2 DI 3D 4EBB "1828- CALI" GARAGFE SWING: RIGHT ]PAGE: FLOOR PLAT 160 MPH EXP. C ARCHfTECT: STATE OF FL.ORIHDA J BAN 2 7 2021 MICHAEL C. ANDERSON AR Na t7305 DATE•- 01/18/20 Reviewed for Code Compliance $C :1/4°"=1'-0" Universal Engineering Sciences SHEET SHINGLE ROOF FYPON 5KT11X17 OR EQUIVALENT EQ- EQUAL CONTROL. JOINT CTYPJ If -. .. T5 , IIII■E ■■IIII SHUTTERSEQUIVALENT Tyl-.1 ORIIII �� O■IIII RAISEDM ■■■■I 0 0 '- S'-S" BRCS. HGT m'-O' FIN- FLR- S'-S" BRGx. Hr%T E0. -� - EQUAL - TO CONTROL JOINT ITYP.) row` N U EQ. EQ. 2 12 4 �6 WA1 I W FRONT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FPCR 103.4 OFF RIDGE VENT o4/-19'-O" SLDG-:. HGT. FYPON LV12X24 OR EQUIVALENT BRCS. HGT. 8'-S" BRG,. H4GT- —------------- — OPT. COACH 11-0 LIGHT A I ❑❑ A 9 TYP. I I v rYP.I ALj m'-O' FIN_FLR. m -D FIN- FL R.� I N----------- OFF RIDGE VENT 11 0" II 1 A II II ---------- I I- gy0'-0" FIN. FLR- REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH Y— — — — — — — — — — — — — — — — — — — — — — — — — — — — L Ti 1' -m" 4B LI A TYP. I 7L - — - — - — - — - — - — - — - — - — - — - — - — ---- I II 4a �t A TYP. II I�6 RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT T LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT __ b8'-S" BRCS. HGT. 1'-®° 5"0" BRG. HCsT. 10 -m" FIN. FLR. smume Reviewed for Code Compliance bu Universal Engineering Sciences MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SO. FT. NET 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 VENTILATION AREA m 138SQ. IN- PER VENT(net free area) TOTAL# OF VENTS REQUIRED = 3,41 TOTAL it OF VENTS PROVIDED - 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIR' Fa?n 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W U O F E 14 F Q SUBDIV & LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035RIC MODEL: 4EBB "1828-CALI"N GARAGE SWIG RIGHT PAGE: ELEVATIONS 160 MPH EXP. ARCHrrECT- STATE OF FLORIDA JAN 2 7 2021 MICHAEL C. ANDERSON _AR NO 17305 PRINT DATE: 01 18 20 SCALE: 1/4"=1' — O" SHEET A2 ELECTRICAL LEGEND SYMIBBOL DEFINITION NOTES }-} 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1OUTLET WIRED 70 SWITCH GFI 110V OUTLET i0jal INTER ED R eTAD R INTERIPIER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIFE CONNECTION GROUND FAUL T I OUTLET INTERRUFT RE SWITCH SWITCH 3-WAY OPER. lt4 SWITCH 4-WAY OPER, WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O vim VAPOR PROOF PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. PAN I CFM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'® TOP BY BUILDER) FLUORESCENT WRAP ® LIGHT AROUN AROUN P (RECESSED) 41 FLUORESCENT WRAP ® LIGHT AROUND (SURFACE MNT-) T FLUORESCENT 4' FLUORIESCENT 4' TRAGIC LIGHT 0 PANEL Nib I METER Oi SMOKE DETECTOR BAIT. B W up � W/ HARDWIRE WAIL MOUNTED BATT. BACK-UP SA. SMOKE DETECTOR W/ HARDWIRE GATT. M K-uP Wu ® IS/CO CARF,,ON MONOXIDE SMOKE DETECTOR HAIWLUIRE INTER -CONNECTED SHALL Me A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK HEAT WATER HEATER IGNITION SOURCE TO BE ELEVATED DIBGO AIR CONDITIONING TO BE 210V UNO. A 0I8024-ECT SEE AHU SHE ON T4418TV TELEVISION JACK cEILING BOX SQUIRED TO BE SUPPORTED IN O. J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING PP RTEINREQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24'INCANDESCENT LIGHT STRIP 36' INCANDESCENT LIGHT STRIP n(2n 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD Pa, PUSH-BuTToN FOR CWIMES �---+ UM PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER Fes -CONSTRUCTION MEETING • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR TTH EDITION (2020) 4 NEC 210.12 2011 EDITIOtt • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI s 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 MIBO13 FBCR TTH EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTH ED (20201 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 7TH ED (20201 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND TSx. OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER. WFFICIENr'Y) 2020 1!h EDITION R4041 CE IL IN& MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN - ---------------- --- COACH LIGHT ELECTRICAL PLAN SCALE: 114" = I'-0' METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8/16 wp crt, breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150Amp M.C.B FEEDER:3-#1CuTHAN &1I-#6Cu(G)in11/2'C.OR3-#MALTHWN&1-#0Cu(G)in11/2"C., #12 1 1 1 20 IEAUReceptacleurltoriuu ltw P12 2:: 20 hption Pump 1000. 3 5304 LAIC C.0 -1 1 35 I 2: 1 98: PANEL - A PANEL: 42 crL breaker VOLTAGE 120124OV-1Ph MAIN: 150 Amp M. L.O. FEEDER: 341 Cu THWN & 146 Cu (G) in 1 1/2 C. OR 3 #2/0 AL THWN & 146 Cu (G) in 1 1/2' C. 2 8000 flange. 50 2.. I J#6 I 4 8 1 4500 lWater. Heater 1 25 1 2 1 #10. 5030 1Dryer:GFI 1 30. 1 2 1 #10 1 26' 1 900 Iaath 1 AFCI 1 15 1 1. 1 #14. 1 #8 I 2 I 35 I Heater5 KVA at'65'% 1 5525 4 4 Space: F rst 10000 watts at 1 Reviewed for Code Compliance 93 universal Engineering ICB29 L 1 i LED LIGHTING C SINGLE LAV. BATH ('2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL- NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (20201. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER 71-MT7N PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 N COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3. 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. ABBREVIATIONS: AFCII. ARC FAULT CIRCUIT INTERRUPTER NC:: NON-OOINCIDENT. LOAD. GFr:. GROUND FAULT INTERRUPTER LOAD CALCULATION IS. BASED ON AIC.NON-COINCIDENT LOAD Re 3 Geneal L 11' 1 I � I I I 0 I I � I I I IV LED LIGHTING @ DOUBLE LAV. BATH 0 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU N 2' CONDUIT OR 2/0 AL. SER. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG-) COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN M N NEMA 3R ENCLOSURE 150A/2P MCI5 TELEPHONE SERVICE ENTRANCE EQUIFtlENT INTERSYSTEM BONDING: TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP P/J40 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE E011Pl•IENT - 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH E6m2! (2020). 5/8" PIA X 4 FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 (V U W O F 24 U rn q F A ti SvBDIv as LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 0322 MODEL: 4EBB " 1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA y JAN 2 7 2021- MICHAEL C: ANDERSON AR NO 17305 DAIT T TE 01/18/20 SCALE: 1/4•9=11-0" SHEET E 1 TU T m< (RIC PLUMBING PLAN SCALE: I/4 m 1'-0' A A ., KITCHEN 5INK U1/ AUTO VENT 1-1/2' VTR I I I I (ALTERNATE: LEFT) PLUMBING RISER DIAGRAM Reviewed for Code Compliance tu Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F y U W O 0. V 4 F A Ei V SVBDIV. 8e LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.206 035R2 MODEL: 4EBB " 1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA r J ,BAN 17 �J WCHAI*L C. ANDERSON AR NO 17305 NT DATE:01/18/20 SCAI,�E: 1/4"=1' - 0" Ufa LANAI LIVING ROOM 51 12X12 BDRM.#1 DINING ROOM Imx6 I 10X6 120 CFM I -® I 1�110X6 10X6 0 CFM 120 CFM ax4 ------- ---- — CFM I I BATH# 1 \u.J 1 aX4 I — — — — — — — — 6' I 5 FM -- F- - I W.I.C. I 645 CFM ------- n 1 i i 10X6 --- 120 CFM F---- 11 I ioT CHEN 45 cFM i 1G i i I --L r T I I 10X6 -0 - - �5 CFM all I 1 12XI6 I X8 I ul—Te. 55 BDRM.#3 MLOUvERI1 4" ® HRU DEN PLANTATIONII V 150-04 2'8" 1 1 10x6 MAX AIR I I '15 CFM 584.15 CFM q II I I I 12Xa — 0XE+ CFM BDRM. 2 5g O I I ° L - - J I I �8X4 El 5 CFM El II 1 12X8 I I PASS II tHRU II GARAGE FOYER I I E. - ,o 0 I ENTRY I MECHANICAL PLAN SCALE: 1/4 m I'-0' Reviewed for Code Compliance Universal Engineering Sciences g r �A ti w y U 0 F C-3 a F A ti SUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C PRINT DATE: 01 18 20 SCALE: 1/4"=1'-0" SHEET MI a 2X4 TOP PLATE PER FLR. PLAN - PRE -FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. 2X4 WOOD PLATE TO, SLAB STUDS 024' W/ 10d MAONRY O.C. NAIL ® 32' OC. MAX SLAB 1 FIN. FLR 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.G. 1:)TYP. INT. WALL (NON- BRG. D 1 SCALE: 3/4' =1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 7,: ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/5' GYPSUM 51 OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' DRYWALL 3 5/8' OR 5 3/8" -� METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER CABINETS AND 7U5/5HOWER 25 GA. METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO 5E SPACED I6' O.C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD BASEBOARD - SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION --R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS s 24' O.G. 8' CMU 'i . 1/2' GYP. WL. ED.- WOOD BASE 3 5/8" OR 5 3/8' TOP CHANNEL l25 GA-) 1/2' DRYWALL 3 5/8' OR 5 3/8, BOTTOM CHANNEL (25 GA.) SECURED TO CONIC FLOOR W/ 3/4' PAF 4 TO WOOD FLOOR W/ 1/4' WOOD SCREW 1-STORY FINISH FLOOR TYP. INT. WALL METAL STUDS 1A (NON-BRG.) D� SCALE: I/2'=1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI SECURED PER FASTENER SCHEDULE rSTRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTEDSOFFIT BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE 1/2' THiCK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY imZ 0'-0' FIN. FLR. d .a d a AV" .° . ° a ° a G ' 9 4 ti W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'=1'-0' SYSTEM iS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D r 5" DIA. SLEEVE, DO NOT CUT RE5AR PIPE --A I PIPE THROUGH BOND BEAM SCALE: 3/4' =1' - 0" FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 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 9" IA; o.� NOT GUT BOND AM BARS CA1lL.K AND SEAL GAS LM I k PVC SLEEVE FOR GAS LNE a' CMU GYP. WL BD. WOOD BASE ♦ } d• 4 28 GAS LINE THRU BLOCK D1 SCALE: 1/2'•I'-V' —2X4 SPF 24' O.C. MAX---� SECURE W/ (2) 12d NAILS * EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS -STIFF5ACK AT ALL UPRIGHT PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION 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. BOARD I \ R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL N2 P.T. FURRING STRIPS a 24' O.C- 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV.STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REa VERTICAL TRACK I' MIN. BY MAUR SLIDE SLIDE FASTENED To ROOM TRACK BRAGKETs W/ PRODUCT APPROVAL REEL COWER BEAD a' CMU am STRUCTURAL FOR REINFORCEMENT 2x6 P.T. UV ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RSa SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND MY DOOR MANX.) OVERHEAD DOOR ' BY OTHERS GARAGE DOOR JAMBS SCALE: 1 I/2"=1'-V FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE _MTL. DRIP EDGE 9 2x FASCIA PER AX. ELEVATIONS VENTED SOFFIT \-WALL SHEATHING THICKNESS AS PER SHEET SNi. SECURE PER FASTENER SCHEDULE ON SHEET SNi. i.° a PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS s CMU DIRECTLY TO MASONRY 0'-0" FIN. FLR. OL 0'-0' FIN. FLR. Q a 8' CMU a' AV .4 d G n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'=1'-O' Reviewed for Code Compliance Universal Engineering Sciences Note: WALL FENESTRATION FLASHING PER F5GR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -Fashion in a manner to prevent entry of water into the wall cavity or penetration Of Water to the building structural framing Components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the juncture With the building wall with a sealant complying with AAMA 500 or ASTi`i C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate For the type Of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA -114. The flashinrg shall extend to the surface of the exterior wall finish. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F DO D Chi r 0 u w c a SLTBDI : CREEKSIDE PHASE II LOT #35 PROJECT 04321.20� 0322 MODEL 4EBB "1828-CALI" GARAGE SV07NG: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA JAX .7 20211 MICHAEL C. ANDERSON AR NO 17305 PRINTDATE: 01/18/20 SCALE: 1 /4"=1'— 0 " SHEET TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (0 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 o❑ �i�i�lul��l� SECURE 2x4 ONE FLAT TO BLK III/ MASONRY NAILS. SIDES= 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a 0 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2- X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT D WAX, I!d'.I'-®' lx4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING 8' CMU 1/2' DRYWALL 1'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5 4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 1&' O.G. MAX SPACING. 2X(P: CEM SECURE TO BLOCK WK2) 3/16' TAPG S (MIN. SHANK SIZE-145 MIN. HEAD SIZE MIN. EMBEDME 1 /4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SPANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING 2X8: mrom SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 5' OF EACH END 4 18' OTC. MAX SPACING. S' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/1W 0.58. 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" �wINDOW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X8: 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 IW O.G. MAX SPACING. S' CMU 1/2' DRYWALL I'X4' P.T. NAILER DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" f9 E 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN S' OF EACH END 4 19' O.G. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8, CMU 18' O.C. MAX SPACING. I/2' DRYWALL 2X8: CEM SECURE TO BLOCK I'X4' W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 1/16' O.SB. X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR CASING 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G =DOHP TO BLOCK +3 7/16" 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 3AW TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 IW O.C. MAX END 4 18' O.G. MAX END 4 10' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE-- STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED ax6: ® ON OUTSIDE 4 SECURED ax6: MCION OUTSIDE 4 SECURED 2X6: ® SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/I6' TAPGON MIN. 1- 1/4' SECURE TO BLOCK THROUGH NON-STRUCTURAL 3/I6' tAPGON MIN. I-I/4' W/(2) 3/16' TAPCONS 3l16' 7APGON MIN. I-I/4' EMBEDMENT INTO BLOCK. W/C27 3/16' TAPGONS EMBEDMENT INTO BLOCK W/(a) I/4' TAPCONS (MIN. EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MILL MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/47 8' CMU EMBEDMENT 1 1/4') 8' CMU 8' CMU WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END WITHIN 8' OF EACH END 1/2' DRYWALL 4 10' O.C. MAX SPACING. 4 10' O_C. MAX SPACING_ 1/2' DRYWALL 4 18' O.C. MAX SPACING. 1/2' DRYWALL I'X4' 2X8: ® 1/2' DRYWALL I1x41 2X8: ® SECURE TO I'X4' ❑ P.T. NAILER 2X8: ® SECURE TO BLOCK I'X4' P.T. NAILER r P.T. NAILER SECURE TO BLOCK BLOCK / W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS 1' P.T. X 4' MIN. DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 — DOOR CASING MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 8' OF EACH END 4 18' O.C. MAX 4 IS' O.G. MAX OF EACH END 4 6' TO 8' O.G. MAX 4 18' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER SPACING. / DOOR JAMB OR WINDOW SPACING. DOOR JAMOR WINDOW B SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. _ .., MANUFACTURES (DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" B YVINDOw TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED 'TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +2 1/4" D IYINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" IIINDOW TO BLOCK +3 3/4" CMU DRYWALL r IX FURRING x W RIP 2XIO TO DOOR —' 8-1/81111 FRAMING. HOLD FLUSH TO INTERIOR FACE OF DRYWALL ENTRY DOOR BUCK REQIJIREMENTS KxwxT Reviewed for Code Compliance Universal Engineering Sciences 2194 H W Y A 1A, SUITE 301 INDIAN HAR130UR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a b d e s i g n g ro u p. c o m AA #: 0003325 bl 0 4 4 F V PAGE: DETAILS 160 MP-H EXP. C .r L._ 1 • s' �+ ILI J)W 2 1 011 WCHAEL C. ANDERSON IL {OR.. NIU 17305 rr • SCALE: 1/4"=V-0" f PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ----\ FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY 7 i' THICK, 3 COAT CEMENT PLASTER WPM I-AYER 02, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRS LAYER "I, STUCCO WRAP WOOD SHEATHING e TO LATH SHALL NOT GAP MIN. BE CONTINUOS b' N e' MIN. 6- TO e' MIN. THROUGsH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 \ PLACED FLAT MAX. b' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ TO NAILS OR / STRUCTURAL STUD I. FASTENERS FOR LATH BE STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO- IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN 1i"M" TYPE CONTROL JOINT O1. FOLD INWARD " PT. A ( f 1 1. POLE) IWI 6= a PT. A �� 2. CREASE • PT. B FOI •. O I. FOLD INWARD " ® I. FOLD INWARD " PT. A A 2. CREASE " PT. B S. CREASE • PT. B 3. CREASE " Pf. G 3. CREASE . PT. C 4. FOLD IT. C OVER P<. B TILL PT. C TOUC4.66 BOTTOM FLANGE BOTTOM I FLANGE L �R TbGPW SEAL FOLD, DQ yQ= CUT. i' THICK, 3 GOAT CEMENT PLASTER (FRAM), In' 2 COAT CETMEWr PLASTER (CM WRS LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 111110 LAYER 01, FSTUCCO WRAP(FRAME ONLY) LAP LAYERS OF 6UILDINO WRAP OVER NAILING FLMk3E, STOP I"A�iS. I K' ABOVE SNNGLESINYAN ONLY) FRAME OR CM %5x5 WALL FLASHING DETAIL) KICK -OUT FLASHMG (SE 11 SHINGLE RIOOPINi DRIP EDGE: OVERLAP 3'. EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' OL. MAX WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) ! 6' • HORIZONTAL LAPS. ALL SEAMS NEED t0 BE TAPED WITH FORTIBER SHEATHING TAPE / I' MIN. LAP a METAL LATH X—� I 1 T ' b" MIN PAPER LAP BELOW ONL�_" / WRB LAYER 02, FORTIFISER BUILDING PAPER 2 APER LAP SCALE: 1 1/2' • I'-0' 0[) K I C K0 UT DETAIL LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER "1, STUCCO WRAP I' MIN LATH LAP, 4" OVER ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0B415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI063. FOR REPAIR OF TEARS IN WRS LAYER, TEAK MAY BE PATCHED WMOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK S' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 42, FORTIFIBER BUILDING: PAPER UPS LAYER 01, STUCCO WRAP WOOD SHEATHING WOOD SHEATS BUILDII PAPER STUCCI HORIZONTAL LATH & PAPER DETAIL aTH PER )OD SHEATHING: 2 CMU 5 LATER 01, JCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT ASTER (FRAME), 1/2" 2 COAT "1ENT PLASTER (CMU) !TAL LATH (FRAME ONLY) :P WRB E TAPE OVER )OF/WALL SCREED K5" 'L" TYPE CONTINUOUS �LV. METAL FLASHING: AIL TO ROOF DECK, NOT ,LL SHEATHING) AP SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT DOF PER ELEVATIONS r� "L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS 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 b'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING: MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FI ASLING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE .STEP "2 FLASHING UM LAYER "I, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH - 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-186. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. 3 `F 1 � � N �Rr4T 10N D �)41 L (FRX11„ E ) kI Leo -11 Reviewed for Code Compliance Universal Engineering Sciences LEGEND-/ DRAINAGE PLANE (WR5 LAs`'ER #1, STUCCO WRAP) WR8 LAT'EfR 1*2 (FOIRTIF15ER—'—'—'— —'- 5UILDING RARER) 1�IETAL LATH X X X X STUCCO WOOD OR 1/16' ZIR WALL SHEATHINCz 5ELF—ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E RER SECTION R103-1.1 / A5T1"I C—B4--14a, MIN. 2.5 L55- FEfR SCE. Y,4fiRD (UTILIT�' OR NOMINAL LATH DOE5 NOT t%IEET SPECIFICATIONS) 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www, a b d esi g ngrou p. com AA #: 0003325 F W y U W may.. 0 0. aEn W 4 h SUBDIV. 8a LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA �I BAN 2 7 2021 MICHAEL C. ANDERSON AR NO 17305 DA E 01/18/20 SCALE: 1/4"=1'-0" SHEE/pT WAS ■ BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP DRYER VENT 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; I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ya' CAULKING: ® JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING LEGEND FRAM DRAINAGE PLANE (WRS LAYER #1, STUCCO WRAP) WR5 LAYER 02 (FORTH=15ER — - — - — - — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTIl C-841-14a, MIN. 2.5 L55. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METED VERIFY LO FINISH (o" SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP 4 SIDES (@DRYER VENT (BLOCK) BUILDING: PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1\ 6' SELF ADHE5IVE— FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ENT PENETRATION 1i SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM At nri H 11 -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARCzER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT C TRIC AL CONDUIT PENETRATION CUT OPENING UN- APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING: APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION [3i:r WOOD SHEATHING WRB LAYER Of, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH -1/5, TEXTURED FINISH a WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 71' OjC. MAX 7s' TO Xj' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER *1, STUCCO WRAP CUT "X' INTO SELF -ADHERING MEMBRANE FLASHING: APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STF '*1 - APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF #3 Mi 5T E 1= #2 WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `- WRB LAYER 02, FORTIFIBER BUILDING: PAPER 5TF #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEM' # 5 T E E #(o ELECTRICAL RECEPTACLE 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 raq 134 0 w l 4 q ti svBDx- LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL 4EBB "1828-CALI" GARAGE SWING• RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT STATE OF FLORIDA JAN 2 7 2021 MICHAEL C. ANDERSON AR NO T7305 ""XM'` DATE: Ol 18 20 I SCAT E:1/4"=1"-0" SHEET L 1 2 7 I I ► DRAINAGE F'LANE (UJRB LA°rER #1, STUCCO U)RAF) UJR5 LA`r'ER #2 (FORTH-15ER BUILDING fi AF'ER) METAL LATH STUCCO UJ00D OR 1/1Go" ,ZIP UJALL SHEATHING SELF-ADHE51VE FLASHING k 2 1/211 k JL II JLl I CORNER BEAD (FASTENER E SPACING a -I" O.G.) CMU 1/2" THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Reviewed for Code COMPliance Universal Engi eerin, Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 r a W 0 sv$DIP. & LOT: CREEKSIDE PHASE II LOT #35 r L Jul AN 2 7 2021 M1044EL C. N� 17305 PRINT fDATE: 01/ / 18 20 _ SCALE: 1,/4" = V - 0" SHEET 00 2x& SUB -BAND :. W/1"x4" NOTCH a END, WRAPPED IN PEEL STICK METAL FASCIA WRAP DRIP EDGE 1�1 -1/8" TEXTURED I \ FINISH Q WOOD I 2X6 SUB BAND 1/2" TEXTURED FINISH a CMU / METAL FASCIA � WRAP Y8' FROM FL AN STUCCO, V FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) 1~ �\ NOTE: NOTCH FOR 2X6 � ROOF KICK OUT REMOVED SUB BAND ONLY FOR CLARITY \� ROOF DECK (BEYOND) 1" OFF WALL \ NOT INTO STUCCO) \� I -1/8" TEXTURED FINISH 6 WOOD, 1/2" TEXTURED FINISH 9 CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK -)ELEVATION M METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH 4P WOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - 0' SCABBED TO TRUSS W/126 NAILS 6'-8" O.G. MAX. 2x 5U5-5AND W/lY"x4" NOTCH IV END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C& WALL W-/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY2"x4" NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -S 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. 4" ABOVE BOTTOM OF DRIP EDGE -2x SUB -BAND WA16"x4" NOTCH END, WRAPPED IN PEEL 6 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdosigngroup.com AA #: 0003325 W x y U w 0 0. z w A F A sysDIV. 8o LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL 4EBB "1828-CALI" GARAGE STOMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA / JAN 2 7 2U21 MICHAEL C. ANDERSON IL AR NO 17305 A rrcarra- 01 18 20 DATE: / / 1 SCALE: 1/4"=1'-0" 1 SHEET WA6 i 'v ro m 39'-8" 12'-4" 4 T-4" ,_4„ 10'4" 10 -0" FM-12X12 N � 4" CONC. N IX �� SLAB XLu N a x ILL a- �I *3 1/2" r------ --- EXTEND II SLAB 1 1/2" I 0101, TOP OF SLAB 1 1 00 X N U- LL 19'-0" Uir MILM 1, 5,_0" 16'-0.. 1® 4„ 15'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, BEE GENERAL NOTES FOR 3%4" COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NAVD. 3 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERM ITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS 1.1 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WI DOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WIND WIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS ANDrITH THE MANUFACTURES SPECIFICATIONS. 10. S E ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. II.MI DICATES #5 BAR, MIN #6 BAR,MINDICATES#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 O HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. M z 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", # 36"), AND REINFORCING SHALL BE CONTINUOUS. 0 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL `r REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL SEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 1 BEEN! DELETED UNLESS NOTED OTHERWISE, 1 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE - REQL IREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'n1 = 2,000 PSI, TYPE "M" OR"S" o MOR AR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. X I m 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED ro T-0" /C MAX. SEE PLAN FOR WWM SIZE. :LiLa INSPECTOR NOTE: ' 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING I- CODE, RESIDENTIAL, 7th EDITION C? • cc '.. 4" PVC CHASE - _ TE-1 ` N I 4" CONC. SLAB -5 1/2" ° I 42,4, 17--8" I moo' oll TOP OF 5 3'-0"SLAB ro I 1.1 I t � ie Co �I NI W6 El °° D_ O .I I 1 EXTEND 22 SLAB 11/2" I4" CONC. r LLI ao FM-12 18 v SLAB nW lNw N 0 I_*-3 1/2" CLI 5 LL 5 1/2„2_ I LL ---- 2 *7 1/2" 1 1 1.1 °? 1.1 L—FMM=12X18 1. — J co FMC-12X18 `r FM 12X18 FMC-1 4 44 10'-2" T-10" T-8" 16'-0" 14'-0„ 4,4' 21'4" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6?Wl AXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" s FM-12x12 12" CONTINUOUS 12" (2) #5's FM-12xl8' 12" CONTINUOUS 181, (2) #5's (+)V_0" FM-16xl8 16" CONTINUOUS 18" (2) #5's +)0"-0" FMC-12x18 12" CONTINUOUS 18" (2) #5's #5 IN CURB VARIES F-24x24 24" 241, 12" s s _ (-)0"-4" SECURE STRAP TO A/C SIMPSON WB GONG. W/ UNIT ROLL STRAP OR EQUAL a TAP -CONS TAP -CONS EACH CORNER OF UNIT CONC. SECURE STRAP TO SLA5 UNITS W/ (2) *&xl 1/4 SHT MTL SCREWS FOUNDATION PLAN SCALE: 1/4" = V-0" 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH; 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W N 24 0 W Q F A ti 9LTSDIV., doe `I°: CREEKSIDE PHASE II LOT #35 FACIE: FOUNDATION PLAN 160 MPH EXP. C �r s - -�- iJAN�2�1321 Al r MIFF EI r PNSON A/C CONNECTION AR Nea1,r TO PAD DETAIL A'RIAT°I® Reviewed for Code DATE: Compliance SC:1/4"=1'-0 Universal Engineering Sciences SHEET EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z r STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL ee SEE SLAB SCHEDULE d ` 4" CHAMFER (1-STORY) a ° 6" CHAMFER (2-STORY) ° . SEE SCHEDULE -4 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 BOLLARD 0 in SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND p y SPACING REQUIREMENTS e( W ' . C° U w J 0- Q O K ' e' 8" CMU WALL .' o ? 01_011 TOP OF SLAB n _ •a - VARIES ° e SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I� � 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION l� e ° 6" CHAMFER (2-STORY) JOINT (WHERE •'' SEE SCHEDULE APPLICABLE) z Q' FOR WxD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR MONO -FOOTING @ GARAGE SCALE:3/4"=1'-0" W J p o_ 2" CAPPED j cn NEW REINF. BAR GALVANIZED PIPE O o. I SECURED W/ 2- PART W/FLANGE @ BASE a Q EPDXY. MIN. EMBED J 8", UNO Q p FOLLOW ALL MANF. _ SPECIFICATIONS FOR = m I USE AND SECURE FLANGE TO 4„ PREPARATION OF SLAB W1(4) 1/4" X 2 1/4" Z HOLE. TAPCONS W C J tiUALL: 614 =1 -U LAP P PLATE A MIN. OF 48" AND N W/ 16d COMMON VERIFY HEIGHT NAILS, 2- WS. 4" O/C BTM. OF WALL W/ PLAN LAP TO OC R OVER STUD 2x4 OR 2WOO EARING PROVIDE BLOCK G WALLWxYPSNo 2 UDS SEE PLANS FOR SPACING. INGLE RE B . PLATE TO BTM, PLATE TO BE PT. 5K LA d MASONRY NAIL PROVIDE DBL. TOP PLAT TAGGERED. IONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE +- U _u _TOP OF SLAB , a SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY INT IOR FOUNDATION OD WALL 9 SCALE: 3/4"=V-0" (NO IkPLIFT) 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=T-D" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ga 01 a Zu .. 00 -000 TOP OF SLAB • �� n « a ° SEE SLAB SCHEDULE Z ' Z "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND co POURED MONOLITHICALLY WITH --. ' • FOUNDATION AND SLAB d 4 ' SEE SCH ULE ,k "• FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- OOTING AND COL. P 30" MIN. EACH WAY MONOLITHIC FOOTING rT_ 41 O _ svT—p: n s ° •.Iep: FM n , CORNER BARS, SAME SIZE AS LARGER BAR v>I. IN FOUN[)ATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS ..s ° SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS ° I• � CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL AP TOP PLATE A MIN- OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 D BEARING — WALLW/SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT PLATE TO BE PT. PROVIDE DBL. OP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" TOP OF SLAB SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOGKIP IV -PLATE TO SLAB W/ WEDGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC SLAB SCHEDULE / EQ. EQ. SEE SCH ULE FOR WxD, BA IZE AND BAR QUANT INTERIOR CURB FOUNDATION WOOD WP SCALE:3/4"=1'-0" (W/ UPLI POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 314"=1'-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE U) W SCALE: 3/4"=1'-U" VERIFY HEIGHT OF WALL W/PLAN PROVIDE BLOCKING SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. SEE SLAB SCHEDULE FOR NRY SET EV: EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" (NO UPLIFT) Reviewed for Code Compliance Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321S02-3591 www.abdesigngroup.com AA #: 0003325 W U 0 F 0. V h W G F A E4 V SU'SDIV. & LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL: 4EBB "1828-CALI" GARA0E SVrMG: RIGHT PACE: DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA AN 2 'T 2031 MICHAEL C. ANDEF 90N AR NO 17305 D TE 01/18/20 SCALE: 1/4"=1'-0" SHEET S1. 1 4 .d a_ z_ .d a 'e 4' e N e a'. OA Z 7 IJ �O U TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM I J. VARIES PER ELEV. Y e. 4'., a_ e ' a HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR Wl 10" HOOK BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" z = A : —STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS U 00 J IY Ul) z -- 8" CMU WALL O co 0 Cl) a e a . E SLAB SCHEDULE e e074"CHAMFER(1-STORY) CHAMFER (2-STORY) ATCH STEEL g REINFORCEMENT v PER SCHEDULE r SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY +- 0'-0, TOP OF SLAB BAR SIZE 48 BAR DIA. #4 24" #5 30" #6 36" #7 42" Zof O U PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE I2�Ce', #5 BARS FE], 8" I. ` CMU UNIT DIMENSIONS ARE NOMINAL SIZES OQ MASONRY SYMBOLS ` 3 SCALE:3l4"=1'-0" Reviewed for Code Univ sarl Engineerin Sciences 9 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W wy U 54 F 'R In In C F A ti stmDIV. 8e LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA ,JAN 2y7� 202t WCHAEL C. ANDERSON AR NO 17305 0111111 DATE-. 01 /18 /20 SCALE: 1/4"=1'-0' SHEET Ste 2A FRAMING NOTES: 9�� 1 8F16-1T/0M/0B 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE 1 CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1 (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: 1 ♦ 1 SIMPSON LTA2 W1 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: GT SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES, 1 0V 0 1 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 1 0 ,� ♦ 0 1 SCHEDULE. 1 Y 1 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE — 1 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH I �0e 1 �'� MANUFACTURER'S SPECIFICATIONS. 1 8F16-1T/OMlOB 8F16-1T/OM/OB 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 1 1 , , 1 8F24- ♦ ' 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, 1 11T/OM/OB 1 CONNECTERS ARE TO BE GALVANIZED. 1 ,% % 1 ♦ �% 1 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE 1 ♦♦ CONCRETE LINTELS. ' �, ♦, 1 1 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 V► ♦ 1 CLEAR SPAN OPENINGS. 1GT , 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 1 , 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE , SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE10* ,� FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 1 ,�, LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 1 ; APPROVAL. 1 ♦� 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED I % ♦♦ 1 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 1 % 4 1 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I �� ; 1 UNLESS OTHERWISE SHOWN DIFFERENT. 1 1 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON m ; Q RATIONAL ANALYSIS. _ ,� 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS I 16 NOTED OTHERWISE. 1� �� 1 1 ♦ ♦ I 1 1 %y 1 1 1 1 1 1 1 BEAM SCHEDULERRRRRM 1 1 1 1 1 1 INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB 1 I 1 ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT 1 1 1 1 1 1 fc REINFORCEMENT STIRRUPS 1 1 1 MARK DESCRIPTION (psi) SIZE W xH' REMARKS 1 1 1 BTM. TOP MID SIZE SPACING 1 1 1 BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID 1 1 1 1 1 1 1 1 1 1 01 SEE SHEET 'ni lni 1 1 ' 0 2 TI ( S2.2A FOR 21 i i SAFE LOAD TABLES 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8RF6- � 1 1 T/OMIOB 1 5'-4" 1 1 1K22222M1 1 1 1 1 1 1 GT 1 8F81T/OMIOB 1 8F16-1T/0M/0B 011 1 8F24 MIN.-1 T/0M/1 B 17'-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" Reviewed for Code Compliance 06200 Universal Engineering Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 M U W 0 yE K C F Q ti SU13DIV. & LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321,20 035R2 MoaELA 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAN 2 1 2921 MICIHAEL C. ANDERSON AR NO 17305 DATE 01/18/20 SCALE: 1/4$$=1'-0" SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM' oo 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOU 3 AROUND AS DEPICTED HEREIN. STRUCTURE A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8' x16" O��¢P�� / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM mi 1#5 #5 CORNER BAR W130" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEE REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM / TOP OF THE LINTEL. g" 6. I, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I� VERTICAL REBAR W/ 10 HOOK / 65' �Q�G 8x16 DBL. BOND TOP OF L QQ�GF BEAM W/ (1) #5 BAR BOND BEAM Q(Z g EACH COURSE r C� 8x8 BOND BEAM TOP OF �C1W/ (1) #8 BAR BOND BEAM .� OF OQ F = FILLED W/ GROUT t3O"TYPICAL �� U =UNFILLED GROUT SOLID FROM TOP�NOMINAL LINTEL TO TOP OF BOND OFOPEN# OF #5'S, IN 2ND BONDWIDTH BEAM, IF FILLED LINTELBEAM COURSE S#5 BAR IN BEAMb; 8x8 EE NOTE 5 - - P�5 � �O --�1 6 _ 1 T/ 1 /®B LIN PRE -CAST CONCRETE' LINTEL w/ ) #5 BAR NOMINAL MASONRY HEIGHT LENGTH OFF BAR =WIDTDTH OF #OF#5'S,TOP OPENING-2" DESI NATION CORNER A $ BOND BEAM COURSE BEAM G IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T11M/06 INDICATES A DOUBLE BOND BEAM # OF OR 2 #5'S, BOTTOM 8x8 PRE -CAST CONCRETE .. SCALE: 3/4"=1'-I?" REINFORCING OF BOND BEAM ANDXFXX - MOMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W10STEEL (L1)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS .AND XUXX-1T11M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP., SCALE: 3!4"=1'-0" . LINTEL OF OPENING AND XUXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL RECAST HEADER(MIN) -- - ix4 (MIN 2 X 3)1-3/16 -- PCON OR DRIVE PIN (MIN \\ S K SIZE.145 MIN HEAD — -- WINDOW — SIZE . MIN EMBEDMENT 1 ' 14") 8" FIR EACH END AND 8" O.C. MAX. 1-1/4" ^y[ MBEDMENT x6 (MIN 2 X 3) 2-3/16 PRE -CAST ft R DRIVE PIN (MIN SHANK f IZE.145 MIN HEAD SIZE .300 WINDOW z IN EMBEDMENT 1 1/4") 8" SILL SLOPE ROM EACH END AND 18" D.C. MAX. MIN 1-1/4" MBEDMENT x8 (MIN 2 X 3)2-3116 � APCON OR DRIVE PIN (MI HANK SlZE,145 MIN H D SIZE .300 MIN EMBEDM 2X4 SOLID BLOCKING /4") 8" FROM EACH END D SECURE TO SHEATHING W/ I8" O.C. MAX. MIN 1-1/4" MIN' 2-12d PER BILK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3!4"=1'-0" SINGLE #5 CORNER BAR. 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR EACH SIDE STEEL REINF. OF 0 LEVATION BOND. BEAM — CHA E CHANGEIN 7 ELEVATION OF BOND BEAM SCALE: 3/4"= � I Reviewed.for Code Comp_Ilance Universal Epglneering Scidpces 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. abdesigngrou p.com AA #: 0003325 54 O y� W 4 F A i S IJRDI�Y �e T: CREEKSIDE PHASE II LOT' ;35 PROJECT' 04321,206 035R2 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCiFir rECT: STATE OF FLORIDA JAN 2 7 2Q2" MICHAEL C. ANDER N AR NO 17305 8- a,iN-m- i3 ` ® DATE: os sj SCALE:: 1/4"=V-0' SI-MET o 1- " 'S CONCRETE" / "CAST-C T" / "QUALITY" SAFE LOAD ALES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I I SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS esPOUNDS PER LINEAR FOOT 31-6w PRECAST K 1 IK 1111 51-4m PRECAST mom M-1=1= 51-100 PRECAST 6'4r PRECAST rJ ME • PRECAST ll'-4w PRECAST 14'-Om PRECAST 16-40 PRESTRESSED 19'-40 PRESTRESSED 21'-40 PRESTRESSED 22'-Ow PRESTRESSED 24'-0" PRESTRESSED �m SAFE LOAD PLF :L:E:NGTH TYPE 818 PLAIN 8/8 SOLID T-F PRECAST 689 1024 4'-0" PRECAST 514 763 4'-" PRECAST 398 591 51-4" PRECAST 411 411 5'-10" PRECAST 340 339 6'-6" PRECAST 410 721 7'-8" PRECAST 303 534 9'-4" PRECAST 192 384 I V-60 PRECAST 151 301 1 V-4" PRECAST 132 417 12'-0" PRECAST 111 370 13'-4" PRECAST 82 298 14'-0" PRECAST 71 293 14'-8" PRESTRESSED N.R. 283 15'-4" PRESTRESSED N.R. 252 1T4" PRESTRESSED N.R. 183 19'-4" PRESTRESSED N.R. 148 21'-4" PRESTRESSED N.R. 125 27-Q" PRESTRESSED N.R. 118 24'-0" PRESTRESSED N.R. 91 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT S MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 SAFE D POUNDS .- FOOT •0 UPTM PRECAST m 0 mm MIME m " sm OEM WAR PRECASTO0 " -W PRECAST �0 ll'-40 PRECAST O 13'-40 PRECAST O�DOO 14'-Om PRECAST ��DOOO 15'-40 PRESTRESSED PRESTRESSED221-4P i'� • 00�0 PRESTRESSED 241-V PRESTRESSED m1 0 - rncvnv 1 rnvvvv I v v l v 1 n lu®v ®v mr.l� 1 vn vavl�lw �nl.vl_v v l r1 `v rlcav� PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING Reviewed s,r ro,a Unit,,:.. 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 y p� U w 0 h q a SUBDIV Jk rOT: CREEKSIDE PHASE II LOT #35 PROJECT.' 04321.266Z035R2 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT 1_ IAN 2 1 MICF AIAEL_ C ANDElSON AFC N017 PRINT ryTE: 01 18 20 DATE: _// FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. T BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINIAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11 TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS, HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWMAS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING.',THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD, FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WIUPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W1 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. GIRDER/TRUSS W/2X6 BOTTOM CHORD 2x4 SCABNAILED TO END JACK TRUSS BOTTOM CHORD W/MIN (4) 10d FHERE APPLICABLE NAILS FOR EACH CHORD CONNECTION TRUSSES W/2X4 BOTTOM CHORD DIAGONAL BRACING/BOTTOM CHORD BRACING DTSSTMTT,AR BOTTOM CHORD BRACING @ END TRUSSES W/2X4 BOTTOM CHORD W/2X6 BOTTOM CHORD DIAGO L 2x4 SCAB NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOIR CHORD BRACING W/MIN (4) 100 NAILS FOR EACH CHORD CONNECTION DTSSTMTT.AR BOTTOM CHORD BRACING @ MID RUN a a CJ1A II II EJ3 ° Q CJ1A 1A I GT D313 1A 1 I I A —_ D2 I— ", kCil 3 ,' III II _�,,,�- fl 7 a �I PY� II 11 7 I� IIcJ1 CJ3 = II II inI n II = = II n III a II I!I II n — CJ3 � CJ5 == n II u u u i II u u u n u u u = CJ5 EJ7A 1Q GT s Al O O 2--- FREB-FABREATEC ROOF V .G I I I I 0 LL Z A1A 110 � I T-22 x54" �4TATTIC --= I I I I I ACCESS 1 1 - ej LL a 1 TRUSSES W/2X4BOTTOM CHORD--- y _ 1A tl 3.1 A3 —_ - — — — 1A ---- ----- ---- 1A I I 3.1 I GT I A5GE DIAGONAL BRACING/BOTTOM Cl � — 61\ ® CHORDBRACING 4_- ___ i, - -- -- �— -- /--- $.y7i FRAMING FLAN SCALE: 1/4" - 1 -0' Reviewed for Code ED Compliance Universal Engmeerin_c Sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 i, sysDiv ee LOT: CREEKSIDE PHASE II LOT #35 PRQJECT 04321.20 035R2 MODEL: 4EBB "1828-_CALI" GARAGE SWING-; RIGHT PAGE - FRAMING PLAN 160 MPH FP. ARCFIfTE:CT STATE OF F -0 A l �V ^A I- Y /f/ L1'. AN N O 17305 DATE- 01/18/20 s0 : 1/,4"=1' — 0" sI-�1EET ENGINEERED WOOD TRUSSES— — PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16TO # 1100 UPLIFT SIMPSON HTSM2o (9) 10d x 1 Z" NAILS TO TRUSS ROOF/WALUFLOOR (2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x TRUSS AND 1/4" x 2 1/4" AND O 1/ "x 1 SHEATHING (12) 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE" (g) 10d x 1 Z" NAILS TO E 6", 8" x 4'-0" MAY BE ADDED H TITEN 2 ANCHORS TO z DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER- PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE EMBEDMENT. USED IN O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH :' ACCOMMODATE GIRDER HTSM20 INSTALLED ON -- PRE-ENG TRUSS (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE " TRUSS AND (4) 1/4" x 2 114" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) g" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS, x 2 TO GIRDER 2x SECURED W/(3)16d a 2 B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD z' x 5" TITEN HD TO CMU AND (18) SIDS 4" x lx2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA 3" 3" TO GIRDER GALV. COMMON NAILS ; SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH It 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d (2) x 5"TITEN HD TO CMU AND (18) SIDS x 3" AND APPROVAL GALV. COMMON NAILS. lx2 SECURED W/ 10d z" MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED L4 1 :1 MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:181 o LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS. L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 C TYPICAL ROOF 3 SCALE:3/4"=1'-0" GIRDER CONNECTORS) SCALE:3/4"=1'-0" 2a 2b 2C SCALE 3/4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-D" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BILK Wl 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/l X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX (W/2X4) V 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING. SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ b j U a MAY NOT BE (2) 10d's @ EACH TRUSS N REQUIRED TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. •4' , lx4 BTM. CHORD BRACING 6-0" OK END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END NTERSEGTIDNTYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE:3/4"=1'-0" 6 SCALE: 3/4"=l'-0" Reviewed for Code C omr..linncc i ,)IJn sd r, :3F THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH1/4*D USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" T HOLE DIAMETER FOLLOWING < 215*D SGL STUD OUTER OF 1 _ METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAYBE USED SO LONG AS 1 HE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" 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, BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE 3/4"=1'-0" goo 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W y U O E Eq w q gF ti sul3niv. & LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.20 035R2 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JAN 2 7 2021 MICHAEL C. ANDERSON AR NO 17305 DATE 01/18/20 SCALE: 1/4"=1' - 0" SHEET //A\� 3 a � 1 1 , 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U W O F 0. v Ell W q ry F �! A li S USDIV. & LOOT: CREEKSIDE PHASE II LOT #35 PROJECT 04321.206 035R2 MODEL. 4LBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MIMI IY�1 x1 L,- V. ANDEFWN AR NIO 17305 i r-N41 DATE: /i 01 18 20 CALLE: 1 /'4"=1' — ®" pppp9pGpp pppplpppl VTCR SPACING (1) AT EACH END Bpppppppp 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. I p p p p (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'4' O.C. (AT SHEATHING SEAMS) — TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) g9�lpGpll 0 -0" TO 30'-0" (1) "X" BRACE s \ pQpwpppp9 30'-1" TO 60'-0 (3) "X" BRACE �� IN p PRE-ENG GABLE TRUSS — (1) "X" BRACE @ CENTER I1 p p0 01 (2)"X" BRACE DIVIDED EQUALLY STIFFBACK ATALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTSOVER 4'-10" HIGH o (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO.It SIDE VIEW 1x2, 2x WOOD FASCIAfEONG NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)11id WOOD GALV. COMMON NAILS. " O/C, 1x2 SECURED W110d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN/+p12"O/C L SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACTHTRUS�S+ n VALLEY TRUSS CONNECTION SEE SCHEDULE LE RETURN PpRE`ENG'D TRUSS G !1 SCARLE:N`.7T.S0 V 0__GA1 V/VIP R E I U f1 N SCALE: 3/4"=1'-9' Reviewed for Codr Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORI DA 32937 PH: 321-802-3591 www. a b d es i g n gro u p. co m AA #: 0003325 W s; W O rn rn rrr 4 SXMDIV. Be LOT: CREEKSIDE PHASE II LOT #35 PROJECT 04-321, 20 /035R2 d?DEL: -EBB 1 828-CALI" GARAGE! e3WII3G: RIGHT PAGE: DETAILS 160 MPH EXP. C GABLE-FND ENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33lC33M. MAXIMUM AGGREGATE SIZE SHALL 8 E 3r4" W�D' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND o PROVIDE 6/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING -WOOD WALLS TOP PLATES &STUDS CAN BE SPF. A _ ,r RCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT !ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, N ST� UCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2020, 7th EDITION CI 31',8-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC.,SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF 2 ZN 3E K OR STRUCTURAL CONCRETE,. 40EMBE16 SPECIFICATION FOR THE DESIGN OF PROVIDE CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHE E INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 201 OLD -FORMED STEEL STRUCTURAL MEMBERS201:6, ASCE 7-16 AND RISC SPECIFICATIONS RA DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. S. SE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES I SHALL BE RATED TO RETENTION'! LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ®ALL DETAILS AND SECTIONS SHOW ON THE 'DRAWINGS INTENDED TO BE TYPICAL AND FORM —WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY .ARE 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 BE TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 1 V XCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LA ST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 1 V EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN ^W OF HEARTWOOD. LL DIMENSIONS AND CONDITIONSMUST BE VERIFIED IN THE FIELD DO NOTSCALE THE I ® RAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALLBE BROUGHT EXCLUSIONS FROM THESE PLANS: .MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. ® TO THE ATTENTION. OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NONSTRUC URAL ITEMS - OF.THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCT RAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNSWITH2x STRUCTURAL LUMBER 2 W-271ON 2E THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. \/ THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING "A ® IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. V DURING ERECTION. THIS WORK INCLUDES THE. ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORD NCE WITH THE : - WOOD TRUSSES: I ® - EMPORARY BRACING, GUYS OR TIE -DOWNS ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES: WIRE MESH. F R SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND ® V EQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. - SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. ® O O NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" ANDBE MANUFACTURED FROM STEEL i ®® V 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 REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. ®.•'P GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE ESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL ®® 2R ® CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD. TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" (� AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE: SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED .P ® V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 2R O 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" ® O ® ® V 1 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF ® ® O V PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REB R, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ® ®® ® ® DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. I INTERSECTIONS OF HIGHER OR LOUVER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, Q Q ® 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOMWITH 'n ® ® ® ® ® v L 10 psf BTM CHORD 5 psf BTM CHORD .DEAD LOAD TO RESIST WND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THEHEIGHT OF THE CONTRACTOR SHALL. SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT P' _ WALL'. TRUSSES/GIRDERSTO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60psf "A' Ilk STAIRS LIVE LOAD 40 psf _ RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED. AS A GUIDE FOR BEARING HIP ROOF ROOF WIND DESIGN PRESSURES IND:i DEAD LOAD SPEED =I60 MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL TRUSS/ ENGINEERING. ANY FROM THESE LAYOUTS NET GROSS ASCE 7-16 NET(GROSS) IVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF LAYOUT, SPANS & ALL HEADER DISCREPANCIES THAT MBEDDED ITEMS AFFECT: THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE _ ZONE 1 23,79 PSF (49A8) TORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL = ZONE 2 = 39.48 PSF (49.48) ND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER � PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION ZONE 3 = 67116 PSF (77.16) EHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS' MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY AFLORIDA "A"= 4'-0" END ZONE DISTANCE topsf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF HE LICENSED PROFESSIONAL ENGINEER. BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" aHOP DRAWING REVIEW: :. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FORM SONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL .SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES},AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT +- 0.18 OMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. - ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLO THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE K MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI. BLOCK SHALL B OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT PLACED USING ROOFDWPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. LL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWSE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR EAMS BEFORE ROOF/ L/ FLOUR RAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHAL ALL TRUSS TO TRUSS CONNECTIONS. COMPLY WITH iWAL REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C476, AND SHALL PROVIDE A MINIMUM. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 C NYS, UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ' SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A N AXIMUM 318" SHEATHING DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHA ICAL VIBRATION FASTENER SCHEDULE TO CONSOLIDATE GROUT OUNDATIOW SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL E NAIL REQUIREMENTS 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 SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/�" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK. 2 3/8" 0.113 F1667 PER INCH ) RSRS-01 SCREW SHANK 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 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 & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1 Od NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O,C. INFIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES V @ 1n 11 • z Z 0 • � J Y W d L—L = Z z 0 iG /mI@i. FYP FXT SHFATHINr; ATTAr;HMFNT to W O ©0 (n LU Y U V W d O N c0 0 yphaeolleta XCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. OIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ R VERTICAL HE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. $SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: E MADE BY THE GEO-TECH: ENGINEER. THE MATERIAL, FABRICATION, • AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE RAFTER OR TRUSS_,-, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR R BUILDINGS, ROOF SHEATHING NCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES; AND WSHAPES.. STRUCTURAL TUBING SHALL B ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, PE FOR S, Fy = (D 2,500 PSI REGULAR WEIGHT FOR FOOTINGS; AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. p 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL. TERRACE SLAB, ; ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307.BOLTS WTH DOUBLE -NUT LEVELING. ALL m ONTRACTOR SHALL SUBMIT PROPOSED MIXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED EIIII EMENT. BOLTS - T ' 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. I, BUILDING LENGTH ONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING; MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN ROOF SHEATHING LAYOUT WWATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON AND ENDWALL BRACING - HERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN.90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL FOR GABLE END FRAMING E THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ON COMPLIANCE WITH THE ABOVE. NOTE: GABLES -DROP GABLE END & DROPPED VVI B TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/BLOCKING @ RAFTER REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)', DROPPED GABLE END ATTACH 2 x4 #2 SYP 16"O.C. IF NOD B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: BLOCKING @ 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. 1-112" FOR#5 AND SMALLER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ T FOR #6 AND LARGER BLOCKING PER NAILING SCHEDULE C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS C1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 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 MEMBEF S FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS ix2 PT FURRING TO CASE HARDENED COIL 8" O!C GARAGE DOOR BUCK 114" DIA TAPCON MASONRY 8"O/C 1 112" EMBED., 4" END DIST. MASONRY/GONG NAIL 1 1/2" LONG, TO NIASONRVICONC. NO WASHER .FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED. COIL 9" O/C WINDOWIDOOPJ FASTENED GARAGE DOOR BUCK 1/2" DIA: W/ EXPANSION LT C 24' O/C 4" EMBED„ 4" END DIST., ix PT, SEE NOTE 6 NAIL 1 112' LONG STAGGERED INTO MASONRY/GONG.. TO MASONRY/CONC. WASHER 3" EDGE DIST. STRAP LBOr THIS ENGINEER FOR SPACING WINDOW BUCK CASE HARDENED COIL 9101C NDOWIDOORI FASTENED METAL TO .CONTACT TE 6 NAIL 1/2" LONa STAGGERED NSOMASOEDG' REQUIREMENTS SWING EXT. SWING DOOR DIA. TAPCON" 1 1/2" EMBED, 8 END END, NON -BEARING WOOD NON-WALLBE RINGCON 1A"° EXPANSION 4 °EMBED. 4" END Bl1EXT.CK PT, SEE OTEB N0IW16"DIA NO WA FASTNER SLAB Wl WASHER BOLT DIST., 3"EDGE GIST 2x PT WINDOW BUCK 0:138" PAF x 2178" 9" O/C 4" END. DIST, 11/2' PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 8 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF: GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BEAS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFI�D HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE Reviewed for Code UnG9 lver arl Compliance Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W G W O E g U W 4 F A r BDIV. & LOT: CREEKSIDE PHASE II LOT #35 PROJEC'.0 04321.20 035R2 MODEL 4 EABB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARCHrrECT� STATE COIF FLORIDA E AN49RSC9N AR NO 17305 K-XWIANN a 05. 16 2D DATE: I SCALE:1/4"=V—Q" SHEET �.