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HomeMy WebLinkAbout7584 Sail Clover Ln- 99 1672-4EAB-ARIA99-: HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 a STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740 -9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pWRMA BURaNG CWg, RcsM MMM„ 7M I�T N iI� ( ) AIL IXAL AND .STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC MIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1—STORY RESIDENCE — -2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES AIC ABOVE LAM. LAVATORY AD AIRCONDITIONINGMUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEOICBJE CABINET ALT. ALTERNATE MFR. MANUFACTURER BAD BOAARRD °E MT MIETALLTTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR O.0 ONCENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON G.T. CERANUC TILE PH. PHONE D. DRYER FLY PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DA, DAMETER P.T. PRESS TREATED DIhi OMEN R. RISER DISP. DISPOSAL BAD, RADIUS OF. DEEP RA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION S H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXT, EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHTH SHOWER F.G. FUEL AS SS L. SLDI G` SS FIRR FLOOR sin ` SLIDING GLASS FLUOR. FLUORESCENT SWs SHEAR WALL FDR FRENCH DOOR SECTION R FTG. FOOTING TEMP: 112"EREDGLASs GA. GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND4AULr CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER 7P'fIIi T.G.S. TOP AB GL. GLASS TYP. TYPICAL BOARD U.N.G. UNLESS NOTED GYP. BD. GYPSHOSE BIB H.B. HOSE OTHERWISE H.C. HOLLOW CORE V P. VAPOR PROOF HDR, HEADER W. WASHER HOT, OR FIT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD WINDOW INTERIOR WDW WW,H WINDOWATER HEATER. wt. WROUGHT IRON DATE DESCRIPTION eve" Cole ISSUED ARCHITECTURAL SHEET DESCRIPTION OIA5AS 201T MC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PI,�ORK PG MI -MECHANICAL p� OD I VIP pG Dl-DETAILS ES F SHAD COMPLY PREVA PG D2-DETAILS NATIONAL ORIDA BUILDING CO H , �L LECTRI DE, PG D3-PRODUCT AA C CO DE PG WAl -WALL ASS F ZEP PG WA2-WALL ASSEMM S I IYRHIi.lS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 014W GOBS RE-1*UED 04/1S/IB FO0TNG REVISION PER M BOUES 02n2A9 PLANMANTENArCE 03/IB/I9 REVISED LNTEL SIZE AT FRONT ENTRY DOOR o6RVl9 ADDED LED LK,HTS • KITCHEN J BATHROOMS PER MARK BWMi9 gnINAS ADDED STONE OPTION ELEVATIONS V ! V 10R5A9 ADDED OFT. S'•® CEILNGHEKaHT 01/0100 REPLACE UBP CONNECTORS UATH &hIT'SON CONNECTORS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 J SQ.FT. CALL. S 04A3/20 OPT. B�-0' CLG. HOT. ELEVATION 'C'• REVISED FEKiNT OF AROHUTAY 0V0U21 2020FOGUPDATE LIVNG 1,6�2 50, FT. GARAGE 432 50. FT. ENTRY 38 Sta. FT. LANAI 96 5Q. FT. TOTAL 2;38 SD. FT. 03A2RI ADDED SOFFIT DETAILS OBAORI ADDED 20' FOOTER OPTION STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS REVIEW DATE'AUG 0 8 PG S3.1B-DETAILS CITY OF 7EP 202 PG SNl-DETAILS T��� �YRf"II s f �? PG SDI -SOFFIT DETAILS E MINER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ANY ASPECT D THE CONSTRUCTION UN DESCRIBED IN THISDRAWING SET) ARE CLEAR AND IN NEED OF FURTHER DETAnMG OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR CLARIFICATIOINFORMATIONN. TO TM ARCHITECT OR ENGINEER FOR AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 y E b k 74 w v � 1 m [stmDm Z LOIN ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECTI� 04181.04C-04141 MODEU 4EAB ING1672- ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. DATE: 10/28/21 SCALE: 1/4"= I'—O" 8*1EET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 1 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. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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 DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROL IL U S 0 CO OL SO EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 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 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM/4' PVC (SCHEDULE 40), INSULATED WITH''/:" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R3012(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-GIO63.198 AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, EXTERIOR CEILPM 1. EXTERIOR CEILING TO BE 1/2" 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 I 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. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 D r K C o � c SVEIDIV. de IAT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PFtOJECTW 04181.04C-04141 MODE]w 4EAB "1672-ARIA" GAR/1GE STKING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C D � 10/26/21 SCALE: 1/4"=1'- 0" SHEET GN (2) 3052-51•1 (2) 3052-SH � I [a EGRESS ia I I I 1LANAI 9 - m s i 8C4A vo 1 $ Ni j I 1 QMG ROOM W-8' Q.G. BDRM#1 W-0' CLG. 1 (2) 3052-SH v k) Ln n 3'-8' 3'-10' 3'-4' V-10' W-6' j N C. eD 9 - GREAT ROOM ift 1 I i i 1 1 i i — • • A i IR -18H Wic 8' 8' CLG. I I O OIi- O C. IR-ISH 4'-4' mum �> a'-0' cLG. 1 3'-S' 3'-9' ii I 3' 0' i U)C 3'-10' 3'-0, 9 6' :m in 111 i s w FLAT HDR • AFF.',n, a 01 CIAG N � ( BATH #1 1 a �' - -- 3-844 I R ! I o Li jW-4' b'-4' W.4• II L V. 3 ?8 ' M1� �8 3 a III III < 3-SH ��-- L V.SHM PAN - - IR-ISH :* u1 BATH#2 1 • 8'40' CLG 0q: u,Y II i 8'•0' CLG. _ _ O FLAT HDR • I 22 54 ATTIC I �'.b' AFF. L ACCESS j J�i1I j m ® u. I I 9 BOLLARD AS REQ. 9 _ R-ISH - ----- 1 IG `r - PER BLDG. CODE FOYER W-W CLG. V. iq BARRAGE GE o M.T. - BDRM.#2 8,-& CL& H6 (2) 3052-SH EGRESS---------------- ENTRY 8'-0' CLG. SQ.FP. CAM'S LIVING Ibl2 50. FT. GARAGE 432 SQ. FT, ENTRY 38 SQ. FT. LANAI 96 $0. FT. TOTAL 2238 SQ. FT. B E III«FOMB9i gDL%L OPBm BOWIE ME 0111PlY11ONA FIBIANS NOTYFE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 0)4D. 112 5 28Z/-315 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-8' PRESSURES HAVE BEEN MODIFIED PER FBCR 7PH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOMIOL DA19 000 S 1'-4* TOP PLATE 9 m A DETAIL B H DR . IDTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS IaI[oil1lokm09 011 SCALE: 1/4' . 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. /i alp 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-77440TS www.abdesigngroup.com AA #: 0003325 y � � aUBDIV. ac LOT 14 ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEIA 4EAB "1672—ARIA" GARAGE 9WIN'G: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C SHINGLE 8'-0' Bites. HGT* FYPON I'_0' BKTIIXIl OR EQUIVALENT 4B 4' RAISED TYrI BAND (TYP.)� 0'-C' FIN. FLRo W-0' 5R3. HGT,s, 0'-0' FIN. FLP-o ----------------- $'/-18'-0' BLDG. HGT. FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T FYPON LA2X24 OR EQUIVALENT b' RAISED BAND (TYP.) OFF RIDGE T AREAOFATTIC 2235 SQ, FT. NET FREEVENTIIATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA 2235 /300 = 7.45 VENTILATION AREA X 54 INCHES PER FT. (144) - 1072.8 SQ. IN. MIN. REQUREDVENTILATION = .SX 1072.8 IN UPPER PORTION OF ATTIC 536.4 SQ IN. OFF RIDGE VENTILATION AREA = 1155Q I N. PER VENT 536.4 /115 TOTAL # OF VENTS REQUIRED 4.6605 TOTAL# OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOROFWALLTO EXTERIOROFWALL, NO OVERHANGS INCLUDED 8'-O' BR3. HGT - 0'-0' FIN. FLR� OFF RIDGE T \ b NE-1 LE as, u REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 8'-0' BRG. HGT I A. I I ❑ 2._4. II II 0'-0' FIN. FLR - LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 12 b A"M k 0' BR.. W.T. FIN. DECO. DETAIL A SCALE: 1/2 " 1'-0' S 0'-0' FIN. FLR i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9LTBDIV. Ae IAT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEis 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION AYH 160 MPH EXP. C !a'q LIJ DwR 21 10/28/21 9CAL.E: 1/4"=1'— 0" BF[EET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� DSV OUTLET 20 AMP SMGLE ROLE IIOV OUTLET IIOV OUTLET VJ OP QUEST WILD TO SIIITOH 4) OR IIOV CV l EONI'!D UIMD FAUL NTNIGA"M (TAMPER RII INT TYPE( 220V OUTLET 14) MINE CONEON CTI ��Ip GFI Ma WATI{IIil OUM1ET GROUND FAULT NIEWt!•RR OGTCN SWTCi 3-WAY OPEN �;4. SWITCI4 4-WAY OPER. WALL T'IOY W LIGHT CELMG LIGHT © LED CLG LIGHT ©VIF, LED VAPOR FROM LIGHT O VAPOR PROOF LOW OQ RNKEMED CAN eVNMT. FAN 1 CM PER SO. FT. VONT. FAN WLgHf I OM PER V FIXIII! (aPEcro tlm Br MICR 2-MAPI-MLS ® OUNO rI1 FLUORESG@NT� 2-ELLS CRAP rSURACE T�Ni J r� A FLUOIlEGENT 4' RAWNIACINT Q �—�--ej AO 8 4' TINIKK LIGHT PANEL METER WME DETECTOR YYIC.HS rti 1 1 WALL FGU W NI am DETECTOR DATI I G&IIP B(-mdfimm ® S/(A CARSOI M24OHMMTlRCONECTSD DEEOOR C.M.0 GOT1S SMALL W A DISTANCE OF NOT LESS THIN 4• PENDANT LOW N1� NATURAL GAS Ounin . TELEPHONE JAM PhDIGOO JISQA 7!J IJ JLIYi.I JL� aIm N�CTT AIR—ITIONMO SEE AXON DISOONEOT I� TEL[vINON JACK CI LNQ sox RlIdAIRM JO To w OUPPORTED M ACOO ICANCE CV OOX J-SOX MANNED AS SUCIW FOR NIPIIICTION Box lowalmov CommTO PANLKHT Y RIPPORIED INCELMO ACCORDANCE W EOX MAPMO AS NCI( FOIL WFOCTON p�pp 24• WCAID{SGBR LIONT STRP nnnnnn !S• NCA DESCE T LIGHT amp nnno 48• MGWD{11CONT LIOHT STRIP FLOOD LOW KP aPr. eEeuRrr ImTPAO PA mim- URON MR aww NISO PORT • LOCATION OF TV JACKS A PHONE OUTLETS A PAILS TO Y VERIFIED • HOM004MM PRE -CONSTRUCTION I.El • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECT® PER.IICTRCAL PROVISIONS OF m($ ,TN EDITION (2020) . NEO 21A112 2AN, EDITIOlL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • am .ISLAND (NOT OH KRCHBN CIRCUIT) • D16411 AMER DISCONOCT TO BE LOCKOUT M PANEL • BATHROOM E)OL"T FAN TO NAVE VIM CAPACITY OF DO CRT MER•ITTENT PER ELECTRICAL PROVISIONS OF SECTION MEDT! PBQ TTY EDITION 12AT2 1 • LAUPDRT ROOM AND DISWLL4eNER RECEPTACLE SHALL BE GROUND FAULT CRCUIT-INTERRIRER PROTECTION FOR PERSONNEL ON FEIFOM • YIRMG PETWOO SHALL EIE NON N'ETALLIC CABLE PER ELECTRICAL PRDVI8NO46 OF PBO! ,TN !D (202A22 ALL WORK TO COYLY wTW ELecTINIc.LL PROVIS10Ne OF THE FecR TTN ED [2020J • ALL LAFPA ENALL Y aEL[C= Sr dIiLDCR AND EPIG1111=2 20 L Th EDITION IS404J O wl L's CEILING PFIE-WIRED �MTD. LIGHT �,CLG FAN TO BE I I 9 I I INSTALLED, - — � \ m BDRM. j l PROVIDE �\ U-BOX FOR OPT. LANA I w1u I DM FIRE WIRED CLG FAN HOOD WIRE W/ D. OUTLET FOR TURE MICRO. PRE -WIRED L L s — — — CLG FAN SWC44 IN / �\ CABINET 1� WI'C• \\ ° i 1 GREAT ROOM \ KITCHEN II I O \ II 1 I 1 1 II L L -- CFI \ I I � u I .BATH#1 iICO BDRM.#3 i GFI PRE -WIRED \I CLG FAN � III U �� L � II I III � Y I GFI — — — I GPI • P$. FOR 44'AFF. O BATHl GARAGE \ _I /,i — — — — — \\ \ / BOLLARD \\ WALL MOUNTED AS REa L \ LIGHT W/SWITCH IN PER BLD CODE II ATTIC j FOYER KEYLESS I FIXTURE O % GFI S.D. CLG. OUTLET BDRM•#2 IL OWD IRRIGATION \I/ P.B. FOR — — OUTLET • CHIME y 777KKK\` 1 \ I 48' AFFF �' J I / GFI GARAGE Al PRE -WIRED / CLG FAN _ 1 Er —M 07---------------------- . - OPT. ' COACH ' _ --- -- LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-0' METER FIELD VERIFY LOC. 1,-3. I,-3. \� I I I L I _ e LED LIGHTING @ SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER NOT TO sc.ALE. GENERAL NOTES• A. ELECTRICAL MATERIALS AND MTALLATI" SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE S i IT14 EQ( (NO/ITE [F W LOCAL CODES, AND ALL LOCAL POCER COMPANY NEC UIRWINNIM B. ALL CONDUCTORS GNALL BE TYPE TMWNfrW W WLEW NOTED OTHEMSE. I I I s I I � I I I I m I LED LIGHTING C DOUBLE LAV. BATH Of PROVIDE 3 10 CU. TWW . 1% COFIDNATION SERVICE E4E AMP DRCOPNECT SWTCN AND D0/240 W M ELECTRIC VOTER IN IPNASE NEMA 2R ENCL000E MLO PAEL B PCs I I l INTERersTEM Bcmm TER'IMAL AT LOW VTX.TAOE CONNECTIONS 3 1 .4 Cu SERVICE GROUD CONNECTED TO CONCRETE ENCASED Poom STEEL PER ELECTRICAL PISOVIEOFE OF TIE PBCE TTN EDITION r20J01 SM' DIA X S FT LONA COPPER CLAD GROUND ROD • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-5078. FAX: 407.774.4078 www.abdesigngroup.com AA S: 0003325 U � x S t bI 6 V-1 t f9VBDM & LOT' ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181. 07- 04141 MODEL: 4EAB "1672-ARIA" GARAGE I `11111 : RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ------------ I II I II II I I I I I I Ej II � I� • y v I O O I --- - I. i J I I b II • d) r II Ih I (Iui III III Ill V. II n II cv WC 36'x60' SHWR PAN r ii i n i i i L V.e m I m �p 1 1 = PLUMBING PLAN SCALE: 1/4 . I'-m' 2' �I I/2• �''"2• 1 KITCHEN a1w, W/ IIR' �I 1/2' AUTO VENT I , 2' V.Tq.R r2• I q. I 11/2 I I/2• �2' I j �s 2' I LAV I I/2' �•I IR' �� 2, I IR_�— �� I 3 3. WC WLA ASHER I LAV. ( I . I 3 SHWR I 3. TO MAIN . 3' PLUMBING RISER 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003326 b ays0><v ae LOT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEL: 4EAB "1672-ARIA" GARAGE SWMG: RIGHT PAGE: PLUMBING PLAN v.160 MPH EXP. C DRarr A 10/26/21 SCALE: 1/4"=1'—O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC ITO EDITION (2020) MECHANICAL CODE 6O3J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR DATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F9C 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFRJSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL IS= ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •SXI 1/4' SPIT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 4 12' FROM STRUCTURE EVAR TRAY:,, y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3Ol].4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTERSUNK C.O. PLUG � __SEESPEC. BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (T_Y FIN. GRADE OR PAVING I'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N MECHANICAL PLAN SCALE. 1/4 • P-V NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ is I alp 1441 N. RONALD REAGANJBLVD.LONGWOOD, FL327PH: 407-7746078 FAX: 407.774-4076www.abdesigngroup.c AA #: 0003325 dJ k SUBDIV. & Lotil ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODELa 4EAB "1672-ARIA" GARAGE BWn4G: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C PEeg�`.L�e� 2X4 TOP PLATE PLAN Y PRE -FAD TRUSS 1/2' GLG. BOARD 1/2' DRYWALL � T-h- SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS 024' O.C. GLAD ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ET5 SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. ��YP. INT. WALL (NON—BRG.) D1 SCALE: FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FISCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP. ELEVATIONS oN. VENTED SOFFIT I I I 1/2' THICK.2 COAT PORI LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ¢/8' GYPSUM B( OR 1/2' HIGH STRENGTH CLG. BOARD 3 D/8'OR5 V2' DRYWALL 3/8' TOP CHANNEL (25 GA.) I/2' DRYWALL 3 5A8' ORB 9I8' METAL B; DO 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECE1vNG UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUD/BHOWER 25 3/8, 50TTCM GA METAL TO DE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED fv TO BE SPACED 16' OC, AT 2ND - TO Cow FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH PAP 4 TO SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' cm — 1/2' GYP. ILL. DO. - WOOD SASE — O'-O'FIN. FLR� a. 4 n W/ WINDOW OPENING ti WOOD FLOOR W/ 1/4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE. 3/4'. P-0' FIDERGLA88 SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU88 MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THIGG, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160TI.5.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.1'-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 1105.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 UA41CH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. ao WWAL 2WN FOR Ay Los ;WD. QGAS LINE THRU BLACK een.E. vr.rs' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET ON]. 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 ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMu 1. N' THICK 2 COAT - PORMAHD camew PLMIM APPLIED DWWCTLY TO MAOQRWY WOOD JAMB PER PRODUCT APPROVAL REa To REa COR4W EEAD a' cm WE! Wftb= RAL FOR IQeraRCErErr 2.1 P.T. We ATTACM= TO PW.L CELL M PER PRODUCT APPROVAL REa WIALAM " aaaaaeROD WUTHER aTR1P MA LDWO ALL AROUND (DY DOORm~j r aAFFS iAD DOOR a GARAGE DOOR JAMBS D1 SCALE: ,.-2X4 SIFF 24' O.C. MAX. - SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGW' PER STRUCTURAL DETAILS PRE -ENG WD. TFaM — STRIU 2x RAT RUN SECURED PER // STRUCTURAL DETAILS J/ SEE ENERGY CODE FORTIS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/1' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING - STRIPS • 24' O.G. 1/2' GYP. WL. SO. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNE66 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 84EATHNG THICKNESS AS PER SHEET 8N1. SECURE PER FASTENER SCHEDULE ON SHEET SNI, PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 0'-0' FIN. FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160SB.1. ti W/ WINDOW OPENING ,3TYP. WALL SECTION NO OPENING NOTE: / �1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 WALE, 3/4'•I'-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32780 PH: 407-774.8078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003325 h V W 00 stmDrv. de MAT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.0411-04141 MODEM 4EAB "1672—ARIA" GARAGE 91111MG: RIGHT PAGE: DETAILS k.160 MPH EXP. C NO PRINT 10/26/21 DATE' (SCALE: 1/4"=1'-0" B*MET 11110. D1 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2' X S' J-Oq-T UV 4' MRJ. EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT OR WJ (2J UR' X S' ANCHOR BOLTS W/ 2' X 2' X V6' WASHER 4 NUT ° ° 2x4 TO NA UV ° ° V4'TAPCONS 1 M' EMBED. S' O.C., 4' END DIST, 11/J' EDOE DIST. ® 610296 2X6 GARAGE DOOR DUCK SECURED W/ (5) 1,12' X 6' J-DOLT OR ANCHOR DOLTS, UV 4' MIN. EMBEDMENT, UV 2' o X 2' X 1/6' WASHER 4 NUT. (1) WITHIN 6' OF TOP, (1) WITHIN 6' OF THE BM ° (3) EVENLY SPACED. ° NOTEe. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH *ATWUGTION6 AWE MOWS 6TW WININT GARAGE DOOR (a)BUCK ATTACHMENT \Qvec a6 w•- 8' cm 1/2'DRYWALL Ix4 P.T. OR 5/4'X4' MRL SECURE THRU FRAM 4 I'X4' EXTEND I-V4' INTO P.T. NAILER BLOCK UV JOS' TAPCONS DOOR CASING (MIN. SHRANK SIZE JAB MIN. READ SIZE 300 MIN. EMDEDMIENT I-V4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW AID- OL. MAX SPACING ATTACH TO 2X PER MANIFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" 11LND011 TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE.145 MIN. HEAD SIZE JIM MR EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, m SECURE TO OLD= W/M 3/16' TAPCONS (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 S, CMWITHIN S' OF EACH END 4 IS' O.C. MAX 8PACING. IA' DRYWALL 2XS, 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASING MR SHIM, SIZE J46 MIN. HEAD SIZE 300 MR! EMBEDMENT i V4') WITHIN 6. OF EACH END AID' OIJ. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MAN FACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" r.-\WINDTWON TO BLOCK +1 1/2" 2X4, AIM SECURE TO BLOCK UV SAW TAPCONS (MIN. SHANK SIZE A40 MR HEAD SIZE 3" MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. 2X6, I?m SECURE TO BLOCK U1/(2) 3116' TAPCONS (MIK SHANK Sig .146 MR HEAD SIZE 300 MIN EMBEDMENT I VW) WITHIN S' OF EACH END 8' CM 4 Is, or-! SPACING. DRYWALL 2X6, CMV2' ❑ SECURE TO BLOCK I7t4' UNh'2) 3/16• TAPCONS, P.T. NAILER (MR SWANK SIZE J45 1/16. 06D. X 4' MIN. MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 DOOR CASING WITHIN 6' OF EACH END 4 b' O.C. MAX BPACMfa. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, 814IM AS NEEDED TO MUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" nIILND01/ 0 BLOCK +1 L5/18" 2X4, ME SECURE TO BLOCK UV 3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EAC14 END 4 W Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL W92) 3AW TAY.ONS 346' TAPCON MR 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 3" MR EMBEDMENT 1 1/49 WITHIN S' OF EAC14 END S' CM 4 W O.O. MAX 6PACIHI3. V2' DRYWALL 2X6, ® ❑ TO BLOCK I'X4 UUK7) 9/16' TAFCOHIS P.T. NAILER MIN 814AW SIZE J45 DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN 6. OF EACH END 4 b' OG. MAX SPACING. DOOR DOOJAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAB (00 NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" �111IND01f TO H CK +2 1/4" „ 2X4, ® 2X4, ME SECURE TO BLOCK SECURE TO BLOCK W/ WISAW TAPCONB MIL I/4' TAPCON6 (MR SHAK SIZE .146 MR SWANK SIZE J45 MR HEAD SIZE JI00 HEAD SIZE 300 MR EMBEDMENT 1 V49 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH WITHIN 6. OF EACH END 4 b' OL. MAX END 4 IS' OL. MAX SPACING. SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK IMM) 3A6' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE .146 SWANK SIZE J45 MIN. MIN. HEAD SIZE 300 HEAD SIZE me MIN. MIN. EMBEDMENT 1 V49 EMBEDMENT 1 1/4.) WITHIN S' OF EACH END 8' cm WITHIN S' OF EACH END S, CM'Il 4 b' O.C. MAX SPACING. ® 1/2' DRYWALL2XS, 4 b' O.C. MAX SPACING. 2X8, a 1/2' DRYWALL SECURE TO BLOCK 1'X4' SEGUE TO BLOCK I'X4' WK2) 3/16' TAPCONS P.T. NAILER UIK21 V4' iAPCONB P.T. NAILER (MN GNAW 81 E JAB DOOR CASING MIN. SHAK SIZE .10 MR HEAD SIZE 9O0 MIN. HEAD SIZE 300 IA6. DAB, X 4' MIN. MR EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 V4.1 WITHIN S' OF EACH END WITHIN 6. OF EACH END DOOR CASING 4 b' O:C. MAX b' O.C. MAX DOOR JAMB OR WINDOW SPACE SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �1®[D11L �m_a[nrr i9" 2X4, WE SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1149 WITHIN S' OF EACH END A b' Or- MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/16' TAPCONS MR SHANK SIZE 345 MR HEAD SIZE 300 MN. EMBEDMENT 1 1/4'J WITHIN S' OF EACH END 4 b' O.C. MAX SPACING, 2XS, 1:200 BECUE TO BLOCK WK2) 3/b' TAPCONS (MIN. SHANK SIZE .H8 MIN. HEAD 61ZE 300 MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 is, O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3AW TAPC40N MR 1-1/4' EMBEDMENT INTO BLOCK pDOOR S'CMJ 1/J' DRYWALL 1.1". P.T. NAILER _ CAARKi NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 2ND 2X SECURE TO STRUCTURAL MEMBER UV(2A2d WITHIN 6' OF EACH END 4 6' TO S' O.C. MAX DOOR JAMB OR U94DM ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" OIT�a= Tn ATII('T( +A" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/18" v 1RND01► TO BLACK +3 7/18" 2X4, m SECURE TO BLOCK U/ 1/4' TAPCONS (MIL 614ANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' Q EACH END 4 18' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SEGUED 6ECURE TO BLOCK THROUGH NON-STRUCTURAL WK21 V4' TAP(MONS (MIN. 3/16' TAPCON MIN. 1414' EMBEDMENT INTO BLOCK SHRANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 V49 cm WITHIN S' OF EACH END 6, 4 W O.C. MAX SPACING. 1/2' DRYWALL 2XS, 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WK2) I/4' TAPOONS P P.T. X 4'MR (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MN. EMBEDMENT 1 1/4•) DOOR C-46M WITHIN S' OF EACH END 4 b' Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACTURE& DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" n 1RND01I TO BLACK +3 3/4" alp r, ii 'I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 6 J y 4 i1D G BLTBDIV. de LHOT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.0411-04141 MODRLc 4EAB "1672-ARIA" GARAGE SITMO: RIGHT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL8 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 104S6.10 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 26503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 21/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 9/28/2022 25332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. MIT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239S5.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2D21 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2021 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 1Z/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 L58.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM Q WWW.FLORIDABUILDING.ORG CONTROL DATE:08/16/2022 1 N. RONAL.D REAGAN BI LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA 8: 0003325 L4 O J -LL $U BDIV. de L.OT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECTt� 041 1.04C-04141 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C DATE: 10/26/21 BCALX: 1/4"=1'-0" SHEET D3 MwOR` ED CONTROL JOINT'S FLANGE OF CONTROL JOIMS Td BC WIRED TIED TO LATH . 9' OO. MAX(VERT.A WM DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W/ Va' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� PASTISHERS TO BE SPACED-7 • I'Or- MAX VERTICALLY / //-- ]' THM 3 COAT CEMENT / \ / PLASTER UM LAYER 4. POPrriNWR / BUILDING PAPER APPROVED FETAL LATH PASTENED .Y' (VERT.) O.O. MAX AT SUPPORTS UM LAYER 9, STUCCO WRAP WOOD SHEATHING LATH SMALL BE eCMTUA10U6 THROUGH JOINr6 BUT BE STOPPED � TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CW&3 PLACED FLAT MAX. 6' TO SNOTE' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO DE NAIL& OR— -�, i / STRUCTURAL. OTUO STAPLES IN COMPLIANCE W/ ASM CIO63 2. UAW TES TO BE (NO. 10) ®m4TS' WRE / 3. BLOCKMG SHOW MAY BE M ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN 77777 ON Pao IIEAIp • PI. A ®Pao OI. Pao Smelo - R.A 2. CLAN. P1.6 ► CIOAN • Pr.O r�T OI. Pao Muelo . P'r. a 2. ewAN • Pr.0 POLO N ® � FOLo IIIUeND . PL A v aeAN • Pr. e w CREAN . PI. c 4 FOLD Pt.4 OVER R. & TILL PT. C TOUCHES OOrrQM RAIN3I d� Y RDrroM 'LAND° w,Ee mNr ORAL FOLD, QQ, SQI cur. r CEMENT A N' 2 COAT CMG PAPER ow" OPLT/ LAYER'L CO ~(PRAM OLY) AYRM CP aWLDpS WRAP aN�ALNp�O IL�qNER, STOP C6(ROPOI M&T) O LY) -mm OR QL g V. nleu ILAMISY wac-BUT rLARNHa rNc D.LOU APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM CP 6' • VERTICAL LAPS (ROLL ENDS) O T • HORIZONTAL LAPS. ALL S7::— WT11 F� \\ LATH VERTICAL LAP TO DE I' n non IT METAL LATH WPM LAYER M, STUCCO WRAP n POLY / \� OLAYERAY FORTIFIBER/ I SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETYEEN SUPPORTS WTH 0.0415-M. (121-MM) WRE AT INTERVALS NOT MORE THAN W (228-MA'MA AS PER AbM C16163. ® KIC KO UT FOR PAIR OF TEAMDETAIL INW`B LRS S, TEA PATC MAY BE PATCFIED W440" WRAP TAPE PER MA UIa. SPEC. OR PEEL O STICK � I . � I —w,61E rIANr NAL (aBb DR u�. SMTALL IDDrOIir II.ASIIPtl AT ROTrdrl Q ROOF III•LL 3gEERcrww SHEATHING STUCCO k T14M 3 COAT CEMENT PLASTER METAL LATI4 WRD LAYER 7, FORTIFIBER BUILDING PAPER UM LAYER'L STUCCO WRAP WOOD SHEATHING • uTu • PAPER WOOD SHEATHING OR CMU WR5 LAYER II, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) 'METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER �/WALL�REED z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4k4'8ELF-ADHERMG MEMBRANE FLASHING (COMPATIBLE` HOUSE WRAP MATERALI OVER APPROVED HOUSE WRAP. 1. OR LESS PIPE OUT INSTALL FASTENERS (CLIP6; STRAPS, STAPLES)AS REO)1RED TO SECURE PIPE/ USE TO FRAMING 4• N�� 6'16' 6ELF-ADWRING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'a4' SELF-ADFE!RING MEMBRANE PLABHMG OVER APPROVED HOUSE WRAP. R.A6HM6 TO EYTI9HD CNTO PS•E 00 LAYER 7, FOW FISER SWLDMG PAPER METAL LATH Wxb' SELF-ADFERMG MEMBRANE PLASHING OVER 4'x4' SELF-ADFERING MEMBRANE FLA6F110 OVER APPROVED 4'94' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEIWAP AIR WILTRATICN BA MER OVER SHP-ATMMG ELASTO'ERC COATING OVER STUCCO/ C.V. PINION (SEE TYP WALL SECTION) SECTIONE.E S C I ExIPIIor YRUIE r�MN`M .hall poth. camerapWebr shell comply xifh fie application requirnmenb pf ASTM C 928-186. Inabllatbn of exterior lathing and fmrning shall oomplY a+th ASTM C 1063-19a, w ASTM 1787. LEGEND OF DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-i/1(o11 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAN(: 407-774-4078 www.abdesigngroup.com AA #: 0003326 2 b 70 y � W�M Suns' ►. & LOT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.04 -04141 MODELc 4EAB r11672-ARIA'( GARAGE 191WIN7G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Z& DA .= 10/26/21 SCALE: 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE=ENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET W BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND J VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R70 .7 Exterlor lathing arld plasMrina BACKER ROD I Exterior use of porUand cement plaster shall comply with the application requirements of ASTM C 926.18b. X; k: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' 1 or ASTM 1787. WQB LAYER M, STUCCO WRAP I _: HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEA I HINCZ SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 25 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER -1, UNIT STUCCO WRAP LINGER -2, FORTIFIBER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) nTEXTURED CONSTRICTION . FINISH 0 WOOD FASTEN TO WOOD STRUCTURAL SEALANT • MEMBER • r Oa MM TOP 4 SIDES ca u K' TO YI' MID -WALL '. 1/7 WEEP SCREED 6B DRYER VENT (BLOCK) -j r 4 V WIDE STRP SELF ,. ADHESIVE FLASHNG, CLEAN MASONRY BEFORE APPLYING BUILDING PAPER OVER 'C lUICK FLASH' PIPE THROUGH / IUALL� 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECSJ BUILDING PAPS' UNDER 'QUICK FLASI A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO MI�CN I V ICCIiLI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT LU/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I --ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRE, LAYER " STUCCO WRAF WOOD SHEATH 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 STEP #1 STEP #3 V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK)- 1. UIRB LAYER •I, STUCCO WRAP WRB LAYER M, STUCCO WRAP 9 APPLY 60 MIN ® MEMBRANE FLASHING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U. LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATINGS OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) _ METAL LATH ad STEP #5 STEP 1*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774.6078 FAX 407.774-4078 www.abdesigngroup.com AA #: 0003325 J w h >$~ 3 jad �i 04 rr 0 91 Ali .1 F PARK LK#14 4C 04181.04C-04141 MODELa 4EAB "1672-ARIA" GARAGE l Wn4G: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 111, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' 1, CORNER BEAD (FASTENER 4 SPACING - I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C6) BLOCK I N. RONALD REAGAN BL LONGWOOD,FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.com AA 0: 0003325 ti vl ggg m O x L J aUBDIV. i LAT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT* 04181.04C-04141 MODZU 4EAB "1672-ARIA" GARAGE 81WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA � 10/26/21 SCALE: 1/4"=V-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — BEYOND 7RIlGTION V WOOD SHEATHING WEATHER RESISTIVE° BARRIER h WEATHER RESISTIVE �./�/ ` \ / \ �X.• x 1 Y� 81Drt+z i I \ r6. LAeHN- �� UPi a °FLAMIiNo'AD`E1°M < �\ UEAT14ER RE816TIVE BARRISTARTER BTRP / \\ \\ WEATHER AI THER REN8TIVE f \ \ \ _ ' 6E FF--ADHERM6 \ &ALV'D METAL G METAL ' Z. FLABHMG Z' FLA R.ABNING OR ui3cDeTol MEMBER R +reemQ` � / \ 77EEpp / IItA�OD`TI MEFCER GAP WlQ#lAXlI'4 OR A"MIPOVED 6EALMT \\ i � anr�r newer_ tee¢ SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD BHEATHMG WEATHER I�e18TIVE-\ DARItlER'1 Dp�ER REeIerIVE WlYam "DING BOARD 4 BATTEN P Lmw '"° "ER— eTAR7ER etroP—� WSW \� G'D ALVFETAL HARDIE TRIM PERK ELEVATION enrcD CASING I, 6. FLAbWM0 DFlRW3 WEATHER RESISTIVE BAI!lIER ' WEATHER RE818TIVE BARRIER 4 y ' AIIIHI G HERMG GAL.VD METAL 'Z' R.ASHIN6 / \ HARDIE TRIM PER I ELEVATION GAP \ / OR APPROVEALANT SIDING TO STUCCO ® BLOCK TO FRAME �,� TRANSITION F.. Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774407E www.abd"gngrouP.com AA #: 0003325 J [gtmDIV. & LO ABBOTTPARK LOT#4 BLK PHASE PROJECT* 04181.04C-04141 MODEL: 4EAB "1672- ARIA" GARAGE 8TrWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TZ 10/26/21 SCALE: 1/4"=1'-0" BAEET WA4 CAREENS ULO SE TARN IN KEEPING TE VENTPROPERLY I,'- 1P SHOtMI IN I GALVANEEO ALIGNED. VENT PIPE IS SEATED IF UTILIZED. NNL IN PVCE USING I.1/Y WUI AT EACH COMER. ROOFING CEMENT EE APPLIED TO PLL SNNGI£ EDGES NEPR THE VWNDOOSSHOULD ROOF OUTEREDGE AND AROUND THE ENTIRE PERINETER AS RECd.MENDEOINSEVERE NEAIMER CGASTILL SH 021EIOFENINTOPENNGINTIE ENIfT IN AOCOftDANCEVATHTIE SHEATSHO,NN CONSIRLICRON 20N:3. NTl,EI CHARTSHOWN. INTHEEVENT ANECHWICAL VENTFANIS WED SIZE THE VENT OPENINGACCORDANC IN E WITH VENT FAN MANUFACNRES PIPING CONNECTON INSTRUCTIONS. 00 NOT CUT INTO TRUSSES OR RAFTERS NHEN CUTTING THE OP��ENtNQG IN THE ROOF. �AIOVE INTERFERING SHINGLE NAILS AROUND TIE PENMETER OF THE OPENING SO THAT THE NNLING FLANGE OF THE VENT LAYS FIAT TO THE ROOF SHEATHING. SUDS TOE TOPMIDGLE SIDEFLANGESOF W VENTLRANDUNDER S VENTFLANGE9 TO LAV ON ETOF OFTHEWTHESOTTQA THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL E, NTS TEPPOIWELY \ FOLD -UP t exam MOUSE~ TOR CUT HOUSE4RAY TUOC FLAP UNDW AT AS• ANGLE At MEAD MODIFIED •I• CUT T*lkT• M MOUSE~ LSE WND OPENI Gu M FOLD HOUSE~ N AT JAMBS t SR.I- \ • APPROVED NOIMeSRAP OVER SIEATHING, OVER IlD STUD WALL SLOPE SILL RD. TO EXTERIOR STEP 1 STEP 2 E BELOW SILL \l/\ MAXIELE FLASHING DO NOT SEAT. BOTTOM RM STEP 6 ••VALLEY CENTERLINE SS' WII1E VALLEY FLASHING q FASTIERS W1TNN SOF OR HEAVIER FELT S•OF CENTERINE ASPHALT SATURATED FELT BXINGLE COURSES WD WER UPPER PORTION OF FLANGE TRA FASTNERS IN FIFE UNOENAYMENT �I END OF SNNOLE NEOPRENE SOOT NEOPRENE SOOT I NDENOSHINGLE ASPIWLT AT LEAST I2' EEYON) RDOFAT VALLEY CENTEEINE CEMENT �� 'GJFPEDOFF _ CORNER AT gSDEGREE PIPE AND OVER FLANGE AL" PLASM UY INT. EDGE OF SILL Ro. r=_H IOALLY FASTEN FATED EOOES. (CAP NAILS. STAPLES) INSTALL DIPIOW FLEXRF.AP A* T FLASHING, AT THE DON (TAPE DIAGONAL CUT A ACROSS HEAD HEAD Q WSCOIU PLUMBING VENT DETAILS E kmFLY r• JONTINLm F SEALA ANDS AM 1PPL7 To AND= NA LAIG,E IN #E-PING IOLES, OR NSTALL S• WDE ADHESIVE - VII FLEXIBLE FLASHING, MATERIAL OVER DFSP CAP JONT(PROTECTOl~ DT-2OXL a MJIIV) STEP 7 "`1Zo STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 r�NIM PLASHING, OVER JOINT ZSHIIGLES TRIMMED 2' 8A FROM VALLEY CENTERLINE I. IT IS TIE CONTACTORS RESPONSIEWLTY TO VERIFY ROOF VALLEY DETAIL THE conPAr10ILITT o ALL PRODUCTS INCLUD NG, THEMOUC MPA SEAU.A OF 1 L PRODHERMD SCALE, NIT6 PLASHING MATERRALS USED DIIRRIO CONSTRJOTIOM 2. INSTALL ALL MATERIALS PER MAMPACnAMM WRITTEN 11PEOIFlOATIONIS WAIF SEALANT! MAY REACT ADVERSELY F NOT ATOLL CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW It" POLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE' REPAIR SCHEME SHOWN SHALL 13E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTWSION ISELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY oal ICU (a ISCUAL) SEALANT . FLUID APPLIED PLAS14M (LANDO UNITE -SEAL RO-N OR SGUAL). SLOPE SILL TO EX NOTIE, .L IT MTHE COWACTDRS RESPONNGILTY TO VERIFY THE COPIPATOLITY OF ALL PRODUCTS INCLUDING, SEALANTS 4 SELF-ADlEPONS R.AGMINO MATERIALS, USED DURING, CONSTIUIOTION 2. FLASHIINO AT EXTERIOR WMDGUS AND DOOR OPENINGS, MMALL BE INSTALLED IN ACCORDANCE WITH MANPAOTURERS INSTALLATION NSTF4CTIONS AND APPROVED METHOD Il OF FBC RIMA IJ IN ACCORDANCE WTH FENESTRATION MAiPACTWQR* INSTALLATION AND KAbWM INSTRJOTIONS,, WSESWk SEALANTS MAY REACT ADVERSELY F NOT CO•IIPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdeElgngroup.eom AA #: 0003328 O o La O x A sUDDIee T: V LO ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT* 04181.04C-04141 MODEL: 4EAB "1672-ARIA" GARAGE 19TrWG: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2x6 SUB-BANb W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ 1\ '1/8' TEXTURED I FINISH m WOOD I �� 1/2' TEXTURED FINISH g CMU METAL FASCIA \� WRAP Ye, FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ \\\ NOTE: NOTCH FOR 2Xfo \\ SUB BAND ONLY �'/,m I ®ELEVATION ©FLAN A 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH o CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR Cm WRB LAYER h, x x x x x x STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x - -- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X& SU9 DAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER 47 DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x l� FE �R wA POINT /� * I © FL'�`I L OFF x SET OF COMPONENTS) PROOF KICK OUT REMOVED \` FOR CLARITY ROOF DECK (BEYOND) EDGE, 1' OFF WALL INTO STUCCO) �1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH o CMU 2.6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -V' SCABBED TO TRU55 W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Jl 'x4' NOTCH *END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x f x x x x x ' C7��.0x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL WIKICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ii'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774-4078 www ab.!gIono_up.com ` AA #:.003115 J 14 c o MOM Z I.OT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT* 04181.04C-04141 MODEL- 4EAB "1672—ARIA" GARAGE 8WITTG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C CONC. -AB FM-12X18 — — — — — — — —// 3 FM-12X,2 ; 4" CONC. 6 SLAB -ao ao Zo N a r F- 31/2" Oaw io I 1.1 i/' LL F-2024 3'-2„ 6,4„ 2'4- / 10 FM-12X18 1 fi I to 4" PVC CHASE 9 do T T�OPpp OF I SLAB II 1" PVC CHASE X FOR ELEC. i f/ I ISLAND f�i 1 A 1 LL I • Im � /;i IN if I / I b' I z a 'T I n EXTEND ^ I SLAB 1 1/2" I TE1------J. MEI ----- +-51/2" N 5 O I 112'-8" 18'-0" 17'41" I 1 1A 1.1 1.1 IA I 1.1 tS N EXTEND O FM-12X18 SLAB 1 1/2" y 1A 2 4 SIM. CONC. 20 • I i SLAB W D a� NI 6" 3'-5„ f2" N II 1 LL 2 1A 1A -- 1., ro IA , FMC-12X1 8 SIM.-7 1/2" I 1 1.1 i.t ^ FMC- 4 4 ,., FM-12X16 L , 12X78 ,, , FM-12X18 .— — — — . — — — — — — FM-=112 1 8,-6" I. 2'-6" 1, 2'-0" 1, 4'-0" L 7-0" FOUNDATION PLAN SCALE: 1/4"- V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'4". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR,RNDICATES #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 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS W1.4xW1.4 OVER GENERAL 3117' 16.6 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17' CONTINUOUS 18" - (2)#5's FMC-12xl8 12" CONTINUOUS la, - s VARIES F-2424 24" 24" 17 s s (_)O"A" FM-12x12 17, CONTINUOUS 12, - (2)A5's (-)O'A" TE-1 8" SEE PLAN 8" T (1) 1 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y W N a % As tmin L40T: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEU 4EAB "1672-ARIA" GARAGE 81IING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MMMIN MIN. EACH WAY FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED tMONOL11HIC wSPACING Y CELL SEE PLAN FOR SIZE AND REQUIREMENTS 9 ^, 5 2 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS6GARAGE I I. '�• DOOR RECESS FM •. 4 • 8 CMU WALL �, 8" CMU WALL • .I CORNER BARS, SAME SIZE AS LARGER BAR I e. m z _ • •I I/ I� IN FOUNDATION WITH 30" LEG EACH '� H +- ° -- ° TOP OF SLAB .-., WAY AT ALL CHANGES IN DIRECTIONS c SO THAT THE STEEL REINF. IS CONTINUOUS s TOP OF SLAB .. ° - —+ �+ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° ° EXT. PORCH SLAB <. SE E SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" EXT PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE f ' - o. I > Ia CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET /:p, AT ELEV: W! 12 ISOLATION ° JOINT (WHERE • • 6" CHAMFER (2STORY) #4 24" W/ 12' IS a 4"CHAMFER (15TORV) 6" CHAMFER (2-STORY) APPLICABLE i SEE SCHEDULE #5 30' JOINTWHERE •?—� APPLICABLE) a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WtD, BAR SIZE #6 36' i FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 1 47' EXTER %,"�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 cOR�MONO-FOOTING CORNER BARS DETAIL3 DOOR OPENING GARAGE t D 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z U POURED CELL ash 8" CMU LAP TOP PLATE A MIN, OF 48" g AND NAIL W/ 16d COMMON:11 ul 5 #4 REBAR @24" O.C. CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT a SLAB LAP TO OCCUR OVER STUD OF WALL WI PLAN f 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING J I WALL W/ SYP t 3 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SECURED W/ 2- PART o SPACING. SINGLE BTM. PLATE 1/7W" WEDGE ANCHOR W/ Z' 2" CAPPED u 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH °y GALVANIZED PIPE j 8", LINO S FOLLOW ALL MANF. PLATE EPDXY 5-12' EMBED. MIN. @ 16" OC 4" CONC., REINF. W/ W/FLANGE BASE y SPECIFICATIONS FOR I SIMPSON SPH4 SPH6 MAX TE BTM AND TOP PLATE 6'W#10 WWM ON { ° USEAND ANCHORS W/ 10d x 1 6-MIL POLY ETHYLENE ;� w PREPARATION OF 4' 4' A' I COMMON NAILS FILL LL A a w VAPOR BARRIER ON HOLE. HOLES, DO NOT USE 10tl � ¢ • II 1-d WELL -COMPACTED ° SECURE FLANGE TO x 3" rc SLAB SCHEDULE > T CLEAN FILL TERMITE SLAB W/(4) 114" X 2 114" } a TREATMENT SHALL BE TAPCONS ?O [SEE +- -0' 0 BORA-CARE T TOP OF SLAB (2) CONT. #4 REBAR 4" CHAMFER (I-STORY) S' CHAMFER (2-STORY) a •° ° (2) #5 REBAR ON CHAIRS I. z N 12" MDEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQEQ. VIRGIN OR ENGINEERED SOIL ti COMPACTED SOIL . SEE SCHEDULE FOR MD, BAR SIZE SLAB HEIGHT LESS THAN 3-6" PER PLAN ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 5 6 7 scALE:34'=r-a' (W/ UPLIFT) scALE:3a"=r-0 scAE:3/4"=r-a' s7pn=�2� LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 11 LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL TOP PLATESECURE BIT. PLATE TO PLANS FOR SPACING. SIN BTM. PLATE TO BE PT. SECURE BT. PLATE TO a n SLAB W/lOd MASONRY PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL NAIL 12' O/C STAGGERED. ADDITIONAL 12" O/C STAGGERED. METAL CONNECTORS NOT rl— ADDITIONAL METAL REQUIRED WHEN NO CONNECTORS REQUIRED WHEN NO �, 8"CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0' SEE SLAB SCHEDULE SEE SLAB SCHEDULE IPOURED 12' DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB -�, i MINIMUM EMBEDMENT INTO TOP OF SLAB ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND �..._° ° b CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° — �� POURED MONOLITHICALLY WITH - FOUNDATION AND BLAB 74 4 • - a :FO SEE SCHEDULE SEE SCHEDULE FOR WiO, BAR SIZE EQ. EQ. FOR WtQ BAR SIZE ./ AND BAR QUANTITY E SIZE AND BAR QUANTITY /AL TITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 8 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION 9 SCALE: 3/4"=l'-0r' WOOD WALL FOOTING AND COL. PAD 10 SCALE: 3/4„=1'-0" BLOCK WALL CONNECTION 11 scALE: 3/4"=V-0" (NO UPLIFT) (NO UPLIFT) SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.com AA #: 0003325 4 y 14 i 44 y O � m 93 9 a 9 � pp 9 SUHDrv. & LOT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEU 4EAB "1672-ARIA" GARAGE BW MG: RIGHT PAGE: DETAILS %160 MPH EXP. C DRINT A 10/26/21 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 m 14 iLi I StMDIV. ds LOT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT* 04181.04C-04141 MODELS 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN L160 MPH EXP. C L \-AR NO Wuxi' DA'M: 10/28/21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10"HOOK GROUTED BOND BEAM VARIES PER ELEV. 4 °• S CLEAN OUT REQUIRED z FOR INSPECTION o 1. 0•-0" FIN. FLR. A TIE RTICAL REBAR ° • ° • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 46 BAR DIA i #3 18" f W'o #4 24" #5 30" #6 36' #7 47 HORIZONTAUVERTICAL 0 SCALE: INFORCING RE3/4"=1'-0" STEEL REINFORCING IN GROUTED E CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 25¢ mU m 8" CMU WALL .I TOP OF SLAB - ° TOP OF BLAB SEE SLAB SCHEDULE E z � BAR SIZE 48 BAR DIA. ° • EXT. PORCH SLAB 4" CHAMFER (1STORY) #3 18" H u ° W/ 1/7' ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE #4 24" APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE N REINFORCEMENT PER SCHEDULE 36' 6" PVC CHASE THRU FOOTING THRU FOOTING #7 47' MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE. 3/4"=1'-0" #5 BARS e CMU UNIT DIMENSIONS ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE3/4"=T-Y' I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 wwwabdeslgngroup.wm AA #: 00033253 r, 8 � Q R � O V BVSDIV de LOT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 moDEL: 4EAB "1672-ARIA" GARAGE BWXKG-. RIGHT PAGE: DETAILS 160 MPH EXP. C b ..:• ♦ .�- • < J 7.4 DA Wj /21 SCALE: 1/4"=1'-0" MMOT S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° 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. HEADER SCHEDULE MARK BI2E 6 DESCRIPTION REMARK C (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / TO = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 axe (1)iK> NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES LIFT BEAM PLAN SCALE: 1/4" = V-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-774.6078 FAX: 407-7744078 www.abdeslgng , p.Com AA #: 0003325 ie h 70 itmDm & LOT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.07-04141 MoDzu 4EAB "1672— ARIA" GARAGE BVIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C DA E` to/zs/zl SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1d' HOOK 3a' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYR 817c6' b 1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 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. 0* REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �X TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 21&' p� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL TOP OFR HIE LIINTE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / a ��� 0 . �t 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--fi / p0°�F4RE Bx16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF • ���eS' W/(1)#5 BAR .y; BONDBEAM OQ F = FILLED W/ GROUT '(�'p4 U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 A W'EpEp 16-1 T/1 8x8 PRE -CAST CONCRETE NOMINAL�� LINTEL W/(1)#S BAR (L2) MASONRY HEIGHT 0OF#5'S, TOP LENGTH OF SAR=WIDTH OF OPENING BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX- 1TA MqS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0' AND XFXX-1TIGMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1 WOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- IT/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM AT LOWER ELEVATION WINDOW AF2x6 1S4') 8" ROM E CH E DENT AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT ASSHOWN _ EMBEDMENT 2 X 3) 2-3/16 TAPCON �.31/4" (MIN OR DRIVE PIN (MIN SHANK PRE -CAST n SIZE.145 MIN HEAD SIZE .300 WINDOW S MIN EMBEDMENT 1 1/4') B' Tp, ,La SILL FROM EACH END AND 16" SLOPE O.C. MAX. MIN 1-1/4" § EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE MIN EMBEDMENT 1 2X4 SOLID I NG UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM " FRO 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMUWALL AT CORNER STEP SILL CONSTRUCTION (-;--)ARCHWAY FRAMING DETAILS 3 1 4 SCALE:34"=1'-0" SCALE 11/2'=T-9' SCALE: 3/4"-V-17 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. a I I SINGLE #5 CORNER BAR, TURNED UP p I I TURNED0x30 OR TURNED DOWN INTO STEEL REINF. OF 1 1 1 / FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER Wl SINGLE OR DOUBLE REINF. BAR(S). PROVIDE #5 BAR SEE PLAN. I I / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN OF BOND BEAM D7ELEVATION SCALE: SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 Y o till D 9tmDly. at MT: ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 MODEL& 4EAB "1672-ARIA" GARAGE 8WDTG: RIGHT PAGE: DETAILS 160 MPH EXP. C DRDFT -1 A 10/26/21 SCALM: 1/4"= I'-0" 9iiEET S�AA "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPEE1436 6194E 64T tt ITM 1T/� -1TMB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH era 1r B/I8 tt 8/20-IT matt 6/284T 6/32-1T WIB 18-1T/1 ttn attN 1T/1B -1T/1 e/e-2T 0116.2r ena2r en4-2T WA-2T B/s2-2T T-6' PRECAST 952 3114 4217 5321 6425 7531 T-6* PRECAST 689 1024 3'-6" PRECAST2485 1589 3524 4394 5283 6132 7001 8113 8395 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 70D 2305 3125 3945 4M 5687 4'-0' PRECAST 514 763 4'-0" PRECAST 1383 308D 3815 4570 5325 8079 1951 0113 7192 6524 7627 8751 1363 3000 3815 4570 5325 8079 4'-6" PRECAST 819 533 1 1770 24W 3033 30M 4300 V-8" PRECAST 398 591 4W PRECAST 1207 2582 3375 4043 4711 6379 1625 1 5743 7547 6752 6541 7555 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 258D 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1010 IWO 2374 2944 3513 4084 1319 4400 7196 7342 5780 6259 1010 2276 28M 3399 3981 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 llsl 36M yen 6036 6548 sne on 208D 2503 3107 3620 4133 6' 6" PRECAST 892 1139 3227 3031 3707 4383 Nei835 6' 8" PRECAST 410 6'-8" PRECAST 1201 1578 1955 2332 2709 1139 3227 4698 7054 IDDDD 8825 635 1658 2329 2790 3251 3712 7 -0" PRECAST 570 9W 2498 2206 2898 3191 3888 T-6' PRECAST 303 t384 7 -0" PRECAST 716 900 1181 1462 1743 2D25 936 2498 3408 4884 7087 0472 727 1624 2026 2426 2827 3228 -4 9'" PRECAST 428 e99 1593 2204 2461 2618 2521 9'-4" PRECAST 192 9'-4" PRECAST 454 580 767 948 1129 1310 899 1674 2298 3081 4099 4899 sn 1318 1643 1969 2164 2519 10' 6" PRECAST 388 487 1247 1707 1904 2153 2028 10' 6' PRECAST 151 301 10' 6' PRECAST 356 488 012 755 899 1042 560 1407 1897 2781 3222 37e4 504 1180 1472 1763 1710 1989 11'�t" PRECAST 0 5" 1312 1742 2252 28M 3630 11' 4' PRECAST 132 417 11 4" PRECAST 430 406 530 653 7n 872 644 1312 1742 2252 2008 3552 466 1042 1372 1843 1470 1710 12 -0' PRECAST 308 607 1210 1596 2048 2586 3191 12 -0' PRECAST 111 370 12 -0' PRECAST 383 308 470 587 898 783 507 1210 1596 2048 2588 9171 440 940 1300 1680 1314 1478 13'�" PRECAST 270 433 1045 1365 I732 2157 25� 13' 4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 676 845 414 1D45 1365 1732 2310 2605 396 780 1067 1312 1071 12M 14'-0' PRECAST 264 388 978 1272 1806 1988 2279 14' 0' PRECAST 71 293 14'-0' PRECAST 279 278 360 443 626 no 390 978 1272 1606 1950 2389 378 717 1 951 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-6" PRESTRESSED 2E 422 506 On 746 885 456 1079 1429 1824 22n 2712 246 663 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 IW3 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1TW PRESTRESSED N.R. 183 IT4" PRESTRESSED 187 328 385 451 587 880 300 858 1121 1413 1739 2047 192 hoe 720 601 1135 1312 19W PRESTRESSED N.R. NR NR NR NR NR NR 174, PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 Zee 348 430 513 595 235 736 959 1200 1467 1716 lee 429 623 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 627 ISO 598 833 1038 Ilse 1466 142 373 537 690 816 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR -0, PRESTRESSED N.R. 116 22-0" PRESTRESSED 137 226 290 359 428 497 185 650 784 992 1203 1381 137 358 513 659 779 9D0 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 360 418 In 450 654 eta 1014 1147 124 319 455 1 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM *SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 • a 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003328 aXMDIV. de LOT ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.041-04141 MODEL: 4EAB "1672—ARIA" GARAGE 910nNO: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C DAA E 10/28/21 aCALE: 1/4"=V-0" 9HZET %S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = T-0" •1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-W78 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 111 q� tj�. J p IIuumv, ae LoTil ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.046-04141 MODEL4 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE mmooll 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d. 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 7' z 4", HTSM20 W/10 10tl TO SHEATHING x 1 NAILS TO TRUSS 10d z 1 NAILS TO S', 8" x ADDED TRUSS AND z 2 1/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DS STRAP, , GIRDER. PROVIDE 5" GI R NAILS, S, 2 O W/ 10tl NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE 010 TO FACILITATE ONE CONT POURED LINTEL C-(,) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #27'x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER (16)10dx 3}'NAILS TO GIRDER AND 6',8"x 4'-0"MAY BE ADDED #1900 UPLIFT 2 SIMPSON ( ) (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" UPLIFT TIEDOWN REQUIREMENTS. INSTALLED ON PRE-ENG TRUSS WITH (12) 16tl x 3 k" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR CONNECTOR OPPOSITE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN BLOCK WALL W/tO,Od TO 114 CHORS lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS TT EN 2 ANUSS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL �' x 2 J" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) k' x 5" TITEN HD TO CMU AND (18) SOS }" x GALV, COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2(SECURED W/ (3)16d C12) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 4" x 5"TITEN HD TO CMU AND (18) BOB }" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, S' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 7' COVER 8 7' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR .GALE 3/4"=,'-o" GIRDER CONNECTOR(S) 2a 2b 2c SOAL _''" 3 GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' (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'-0" O.C. (AT SHEATHING 0140" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)'7C BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK WI 1n" DIA s-0" MAX IWlxal (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' OR taa'MAX IWj4) * FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32"OC tx4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ sr y REQUIRED (2) 10d'. ®EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" O/C ENO WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING ENO TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING � BLOCK WALL W/ GABLE END 6 SCALE:34"=1'-0" (-P-R-E-ENG'D TRUSS SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114-D GE>5/8" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L STUD OUTER 1/3OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ol SUBJECT TO Fl AND F2 FORCES. BTM.HOLE DIAMETER PLATE<3/1D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 �1 AND BORING LIMITS 0 scALe 1 1n"=r-a' SCALE:3/4"=l'-9' d N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F' qp Y M m LN ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECTt 04181.04C-04141 MODEU 4EAB "1672—ARIA" GARAGE 9TfWG: RIGHT PAGE: DETAILS 160 MPH EXP. C mm D TZ 10/28/21 SCALE: 1/4"=1'-0" SHEET s3.1A SPACING EACH 111 1 ��yll1 VTCR (7) AT END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d Q EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'.0" TO 30'-0' (1)'X' BRACE Ilylllll 30'4' TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS Illlall� (1) BRACE CENTER 111111111 (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \� FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) IIoI \ I Ui PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR IL - SHEATHING FASTENER SCHEDULE" Ll SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GAW. COMMON NAILS FORREVIEWCONTSECURED 12" O/C ED2x4 /(2)12AT AND APPROVAL SECURED W/ (2) 12d's � PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T. S. W/ HIP RETURN SCALE:34"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2(8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=T-0 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774807E FAX: 407-7744078 www.abdoeigngroup.com L AA #: 0003325 y t rr� W y 4 � a sysDiv ag Lor ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.041-04141 MODEL: 4EAB "1672- ARIA" GARAaE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C GABLE -END �`=+� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 * 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.8D PSF (93.80) ZONE 2r = 70.40 PSF (80.40) 4'.0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (402O).(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 W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 S REIN SHANK 170,000 RING 16-20 RINGS R RSRS-03 84 RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK ER INCH) RSRS-01 Sol RING SHANK, PNEUMATIC 23/9' OA13 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ed RING SHANK GUN NAILS 4" 0( . TOPS BOTTOM PANEL AND 6d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Od NAILS C 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 041O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING GH GUN NAILS QP O.C. TOP S BQROM EDGES O RAFTER OR TRUSS-� ROOF SHEATHING , MMMIMMA iin I I I U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRDSS 20 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 101 RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , #8 7' DECK SCREWS Q 6"S" O.C. MAX EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM G33C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSUL? PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN O ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS 44GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS SEAMS UPPED BINCHES AND SEALED WITH AOHESNE TAPE. ELA STICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLCFORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER ON 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 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. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WARE MESH, SHALL BE ASTM Al064/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFTRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.O SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALLNOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. E ND R ASTM 5A 1 M RA CONCRETE SHALL S M 8 5 GRADE 401E E E DEFORMED BARS, SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BEHOT-DIPPEDGALVANIZED. GRADE A FROM GRADE BO IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND P CE IN ACCORDANCE LA D DE AND PLACED DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PT S AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL?LATE-CONNECTED 20 psf TOP CHORD won -concurrent 10 psf BTM CHORD -non-current REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" #5 BAR - 30" #7 BAR - 42" WOOD TRUSSES. PROVIDE 38' x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 pef TOP CHORD 20 PST TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psfw/ 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. 10 Paf BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p DR NTS: AND DECKS: 40pH, GUARDS AND HANDRAILS: 20Dpsf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER Of RECORD PRIOR TO MANUFACTURE OF TRU89ES, THE TRUSS FABRICATOR SHALL GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40EPHIICLE MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/e" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pa. FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE 19 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTNG LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER RE94R $HALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AN" WEATHER 1412' FOR 05 AND SMALLER Y FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A38M FY - 36 ksl FOR ANGLES PLATES AND WSU HAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM AS A53M GRADE TYPE E O S F = y 3/ B, R y 35 kSi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-1-ON a. TYPE SPACING REMARKS APPLIWTION SI. nPE ISPAGNG REMPRKS r]PT FURRING �iO MNRYICONC. A6U 9E HARDENED OdL �NNl1lY 1LONG. S CIC GARAGE-Ii-K TO MASONRYISNC 1l1'dA NO WASHER TAPWN MA RY FA STENER e QC 11?EMBED.. <"END d3i., 11R"EDGE dST. S EE ODORS CASELI 9"OIC WINDOW/DOORI FASTENED GARAGE DOOR BLCK 14'dA. OR ,13gd&IA� IXPANSON BOLT 18'OIC I3IB"dA) a"EMBED, O"END dST„ 1.PT, 1r PT, SEE NOTES -LONG NNL1fYY'LONO. BTAOGEAEO INTO MABDNRVAX3NC. TO MA90NRYMONC Zq^WC I_DA) 3"EDGE dST. wAN-FUCK GASE WIRDENE COIL e•dc WINDOYdDOONPASTENED ETAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ,. PT. SEE NOTE e „(C LONG. STAGGERED INTOMABONRYICANc. REQUIREMENTS El(T.-NG ODOR PIS`- "TA- II..'EMBED, I- END, BUCK N PT. SEE NOTES WASHER FASTNER 106G d3i.,I-EDGE dST. 3 T1MN.WBUCK 0.130°PAFx31Ie" 9'OIC 1"END. .1 PT PT t0 STEEL COL, SEE WI WABNEii STAGGERED EDGE dST NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. 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. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-71446078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003328 1pMp ttt333 >- 3 � � 8U330 . & L07cl ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT 04181.04 -04141 MODEZA 4EAB "1672-ARIA" GARAGE 8`1111IMG: RIGHT PAGE: DETAILS 160 MPH EXP. C LE DAATE 10/26/21 SCAL.E: 1 /4"=1'-0" w*mc T SN1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7Q STAPLES INSTALLED SOFFIT 1Q THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHANNELQ3 f' MAX. DETAIL A r2, FASCIA 7Q STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX: n1=Trill n J-CHANNEL FASCIA 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ - 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. O STAPLESINSTALLED, THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --'-I Q3 J-CHANNEL- }" DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.- SPAN'b" + SEEDETAIL'A'---' SEEDETAILT" "+ EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' ' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END E BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rlRUSSMOI / BY OTHER EMB. WOOD BATTEN 0 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) QQ J-CHANNEL J, I DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. pp ag>£1`f£>>•. } p 3.519 375 .375 { .49 3.625 3.625 3. 5 08 .0 12�A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J q 0 0 W E O S SUBDM ag w1r. ABBOTT PARK LOT#4 BLK#14 PHASE 4C PROJECT# 04181.04C-04141 1[ODELe 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 00, DATE* 10/26/21 9CAL.E: 1/4"=1'-O" a*lEET SDI I Lk q e� In 7p �Z 0