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99 10072-4EAB-ARIA99 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES DEC 0 7 2021 TE REVIEW DRHI CITY OF ZEPHY PLAN EXAMINER 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 -rw=A BuRMG ODDS, RS91pmmAi„ ,y,�� p���,,,� (yy�,� TH EMN 2=) -AM IWAL ADD SUTB CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH V99d=124 MPH :EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE -LAX HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C � BAD CL CAB CLG. CLR, CPT CPI. C.T. D. DO nw. DISP. DP. DR. Ds. DTL. D.W EA. EQ. Y EXIT EST. F.G.F . F.G. FIN. FL. FLUOR. F "DR GAAR.DISP G.F.I.RUPTER GL. GYP. BD. HB. HDR INSULORHT MT. ABOVE AIR CONDITIONING ALTERNATE BOARAMPERAGE CENTERLIN, CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DDIAAnET R ED DISPOSAL N DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL HON EXILAUST EXTERIOR FUEL GA ASS FUEL OAS FLOORISH FLOOR FLUORESCENT FRENCH I°°R GARBAGE DISPOSAL GROUND4AULT CIRCUIT INTER GLASS GYPSUM BOARD HOSESW CORE ® �o RR INSULATION INTERIOR LAV. LUM. MER M.T.M MID. Mn. N.T.S O.0 PL P.B. PH PLT PR. FT. R. RAD. RAG. REF. RM. RO. S.C. SD. SHHI SHTH& SHWR Sim SL. SL.. S1. SWS TF r.o O.C. T.O.P. T.O.S. TYP UND. w WD WDW. wi LAVATORY LUMINOUS �T T MEN HRE'HOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYUSHBTON PUSHBUTTON PHONE PLATE PLYWOOD PAIR RESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR g�T HUNG SBEATTIING SHOWER SIMILAR SIMILAR SLIDING NDARDGLASS STANDARD SHEAR WALL TEMPERED GLASS THI ITOPOFCURB TOP OF PLATE I OF S LAB TYPICAL. UNLESS NOTED OTHERWISEAPOPRO VAPOR °F WO D WINDOW WATER Aao GHIRo DATE DESCRUMON 0V0�� COS ISSUED ARCHITECTURAL SHEET DESCRIPTION 0VI9lIB 201, FCC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAI —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS ®I/nM CD'8RE40ED 04/" FOOTING REVISION PER M WRO 02MAS PLANMAMTE"CE 03/28/IS REVISED LINTEL SIZE AT FRONT ENTRY DOOR 06/2VI9 ADDED LED L04TO • KITCHEN 4 15ATHROOMS PER MAR, EWES 0,R2/IS ADDED STONE OPTION ELEVATIONS'C' A'p' 10/28AS ADDED MT. W-O' CEILING HEIGHT 01/OV20 REPLACE USP CONNECTORS UXTH WI-60N 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 SQ.FT. CALL. S 04A3R0 OFT. 8'-O' MG. W.T.ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY OVOW1 MV FbC UPDATE LIVING 1*12 Sa FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI S& Spy FT, TOTAL 2,2 SD FT. 03A2RI ADDED SOFFIT DETAILS 0e/Oiel ADDED 70' FOOTER OPTION STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG Sl.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.lA-DETAILS PG S3.1B-DETAILS PG SNI -DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAQING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRU9% BASED ON THE DRAWING SET. U N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y h 0 SusDIV & LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEIs 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH Ey. C OO DATE: 9/22/21 SCALE: 1/4"=1'—O" SHEET 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. 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 HERERSEE 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. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 ARCHITECTIENGINEER. 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 R302.6 & 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 X�INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL 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 T FOLLOWING CO CO S HE 0 LOWING 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH%' 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 R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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 - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER 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'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERKM 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) 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003326 M ro o o W b 0 � m StMDIV. Ae LOT: ABBOTT PARK LOT ##20 BLK ##11 PROJECT# 04181.000-20111 MODEL: 4EAB "1672-ARIA" GARAGE SKIING: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C P2 PA MD A. ABOUCWAM AR 140 W723 , DA E: 9/22/21 SCALE: 1/4"=1'-O" SHEET GN Dill ----Niglio � ��°ii1Lll�lo o °IL 0 - 11 °III�I10 - M =. - 0 - - ■ s II O = ® rI ATTIC I FLAT -_ .�� r ■ s ■ 91 _ - �! : ® O AS ►_� �� - _ 6 CODE ''1 GRAGE oi11S - - -V-0. aaIN - - IN - JI���FIFII° n!I�lio 1t1IF111°lu °IloilC alllo °IIFID' FLOOR PLAN SCALE: 1/4' • 1'-0' mnunn�l SQ.FT. CAM'S LIVING 1,612 Sa FT. GARAGE 432 $0. FT. ENTRY 38 SQ. FT. LANAI 96 W. FT. TOTAL 2,238 SQ. FT. CMFQM AND CIJDM WPD LW= LiM C ND E rolli1E FOR S GECpC GUBIB 01'e 1 SOUNE m !oll11w1DlNlq RBWILB AIDNPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-38 CRITERIA 16010 OAD. 112 5 28.2/-31.5 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=C, MEAN ROOF HT. = 13'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CCIIIIIOLCA18VM C DBL, TOP PLATE 0 m BAR DETAIL A SCALE: IR'.I,_0• HDR. DTL. B SCALE: 1/2 • I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 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 3/6' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. c 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 a ti SUDDIV. ds LOT: ABBOTT PARK LOT #201 BLK #11 PROJECT* 04181.000-20111 MODEU 4EAB "1672-ARIA" GARAGE 9VnNG: LEFT PAGE: FLOOR PLAN %160 MPH EXP, C 3 RL7LAIVD a ABOUCHI AR NO W723 , DATE 9/22/21 BC,MX: 1/4"=1'-O" >3IiEET Al ./-18'-0' BLDG. HGT. FYPCN LV12X24 OR Ec2UIVALENT SHAKE SIDING AS SPECIFIED (TYP.) b' RAISED BAND (TYP.) 8'-0' BRG. Ek OPT. COACH LIGHT �I ICII �I FRONT ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH I�b 4' FREIZE BAND (TYP.) b' TRIM BOARD (TYPJ 44INGLE ROOF 12 OFF RIDGE T b PEA M ATTIC 2235 54. R. N R FREEYENTILATION AREA REQUIRED vv 300 REQUIRED VENTILATION AREA gas /300 1.45 ENTIUTION ARE X SQ INC HES PER R.(U4) IMI SQ.IN. MIN.REQUIRE D VENTILATION .5% -.8 IN UPPERPORTION DFAMIC WA SQ. 1W OFF RIWEVENTIUTION ARE U1 SQ. IN. PER VENT 538A /II5 TOTFL4 OF VENTS REQUIRED 4.SR55 TOTALR DF VENTS PROVIDEO 5 'APE OF ATTIC IS THE PERIMITER OFTHE HOUSE, LESSTHE OVERHAN6 (EMERIOR OF WAULTO EMERIOR aF WALL, NO OVER HANWIN CLUDEM o5'-0' BRG. HGT. 8'-0' BRG. 1-6T. - I'-0' FYPON 1-0 BKTIN ❑ ❑ ❑ ❑ 4® QUIVAVA LENT .0 I Irn' 4' RAISED LJE1 ;p BAND (TYP.) ,ti0'-0q FIN. FLR 0'-O'FIN. FLR _--_-_- -__-___-_-_-___-_-_� REAR ELEVATION-D SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT. 8'-0' ERG. HGT. 2'-4 a 4B j E: �9 t I ITYI'. 0'-0' FIN. FLR., FLR RIGHT ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH 4B TYP. oV-0' FIN. FLR 2' 1'-0 \ \ I- l I I LOUVER DETAIL -- 0-0 FI FLR A SCALE: IR . I'-0' 1441 N. RONALD REAOAN IOLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 ti b W � Svan:v � LUT: ABBOTT PARK LOT #20 BLK #11 PROJECT* 04181.000-20111 xonz3 . 4EAB "1672-ARIA" GARAGE SAYING: LEFT PAGE: ELEVATION I'D" %160 MPH EXP. C (z UWW723 DRurr AA T :: 9/22/21 SCALE: 1/4�=1'-0" SKEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 06V OUTLET 20 AMP GINKA role IIOV OUTLET IIOV OTLET IO W OUTLET MIND TO WATCH ON 4 IIOV OUTLET lOYITEIPED WssRm(TAMPEP'�R- N ART RMUTINT TT17) a@ 770Y OUTLET !4) IIARO CCRfcTION E.T. WATDPROOF ow-V FAULT �F- GFI OUTLET NTEMILN" R O U1TCM Its GWITCN O-WAY OPER. $4 OUTCH 4-WAY OP'ER L.i� WALL MOUNTED J LOW CEILM LIGHT © LED CLG LIGHT ©vp LED VAPOR PROW LOW OVp VAPOR PICOF LIGHT OQ RECESSED CAN evONr. PAN I O M PER 6G I-T. VWT. PAN UULIONT IQM PlR SG FT. Y Iw FUCIIS C lSPEOY TSD SY ILUOU&SINTMM WISAP ® (ISECE6SED) AISOYVD FL IOREecENl x-e Le WRAP • AROUND rSUIaAGe MNTJ x' R.UOICEGENT W FLUOR"CENT Imp-. C0 4' iRAG% LIMIT PANEL METER (D 8D. er 4¢ IXTECTOS Oman-0 Ws rti 1 w 1 WALL MOUNTED &imm DEiCCTOR SATr_ SAQV-. tllC,tl�Ye[ CANSON tCNQXIM 6'pR D[TEC'M COT' ISATT gm 0/1ALL of A DRTANCE W NOT LEGS TNDN 4• PINOM WALL, PENDANT LIGHT LIB R►/OUTILMIT NATIMI. OAS TELSPWONE JACK WII WATER NEATER m IY VI WVATAND DISCONNECT CONDITIONNO To On 2W on AW ON DIxO+EcrAIR I. TELEVISION JACK CE LINO SIM PEGAIRED O TO DE SUPPORTED N AOGORADANOE PP SOX J-SOC MARL® AS SUCH FOR CELmom IREQUIRED GEILNIi F.NLIGHf TO Oa SUPORRD N ACOORDANCE PP SOX MARCED AS SUCH FOR 24' NCANDESCDR LIGw STRIP Pr• INCANDESCENT Epp LWNT sTRP Onno 4W NCAIDES000 LIGHT ST16P Itgpp LIGHT WR. OP6TY KCTTAD I"a PA PUSI-DIITON FOR cNFSS we PDIR • LOCATION W TV JACKS N PHONE OUTLETS 4 PANS To BE VERPIED S HOMEOWNER PRE-00487RUCTION I"EETNG. • ALL D A 70 AMP ISRANCH CIIICWT6 TO DE AMC PAULT PROTECTED PER ELECTRICAL PROVIMONS OF mcle TTH EDrtION rxmxm) A VIED xlmn xmM ®Inda • 70 AMP DEDICATED LAWDRY CIRCUIT. • GR ° 16LAND (NOT ON KITCHEN CIRCUIT) E • OISMUANR DISCONNECT TO INS LOCKOUT N PANEL • EATWOOCH E)WAIDT PAN TO HAVE MN. CAPACITY W Be CFm NTEMIrTENT PER ELECTRICAL PROVISIONS W SECTION MDO'19 � • LAUNDRT ROOM AND DIW W4&IER RECEPTACLE 614ALL DE CROWD FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING P'UTWOV SHALL of NON METALLIC CAME PER ELECTRICAL Pmov"w" OP PDLI! TTH eD Q=A • ALL WOW TO CCPMY WITH ELECTRICAL PROVISIONS OF T1E PDCR TT41 ED rxm7mA • ALL LdlTS SHALL S! SELECTED DY dIILD[R AND 76b OF EIGHTHS MMT SE �EIGY ®PICIENT TYPE PER OND ---- V-4' I PRE -WIRED CEILING 9 I CLG FANS 7 MTD. LIGHT TO B BDRM.i1 I D j-- NS ALLED,I ' PROVIDE I / J J-BOX FOR! c . — LANAI OPT, FAN z PRE -WIRED \ CLG FAN \� HOOD WIRE W/ OUTLET FOR S FUTURE MICRO. SWITCH IN CLG PFAN W.I.C.• 1 -CABINETCLG \\� I ° ii� j /GREAT ROOM Z (� I GFI F4 BATH fl ' I �Wi 1 I I I- --- / \\ / _____= BDRM 93 GFI / --- , LAUN• q / 1 PRE -WIRED CLG FAN L l T�==. �� �-C' i�i 11 � I _ L ° I / i'_3• p_3• \ I. I I, �_ GFI 0 i I L --{---- GARAGE / DOOR BOLLAS REO' WALL MOUNTED 3 - LED LIGHTING PER CODE L. LIGHT w/BWITCH IN // L __ SINGLE LAV. ATTIC / / 1 ! BATH n ------ LED LIGHTING ELECTRICAL S/CO KEYLESS FOYER► - Cam? DOUBLE LAV. PLAN FIXTURE 1 METER GPI �I O BATH 9 FIELD CLG. LOG . VERIFY a OUTLET / �� BDRM•#2 IRRIGATION OHD PROVIDE S4ro CU, THW . PUS CU N 7' CONDUIT OR D OUTLEOUTLET • — P.B. FOR �` 1 ,� %W AL, TWIN • INS CU N 7• CONDUIT OR 7A0 AL. SEA T LET / 1 ' HIMES (CONDUIT TO TERMINATE A80YE 60PIT . OVERHANG) GPI 1 I L J 150 AMP ELECTRICAL RISER 1 COMDNA'I. SERVICE ISO AR•IP 1 \ PRE -WIRED NOT TO SCALE. O DISCONNECT SWITCH AND OOR40 VOLT 1 CLG FAN GENERAL NOTES, n ELECTRIC PETER IN I I"�VL46E A ELECTRICAL MATEWALS AND PISTALLATIONS SHALL NE7A 7R ENDLOBARE CQ'!LY W rW ELECTRICAL PROVISIONS W TIE POOR TTH PANEL {� 1 eDITION rxmxm). LOCAL CODES, AND ALL LOCAL POWER . ENTRY CO•IPANY REOUIM-ENT& 160AnP jl —Lai. ij D. ALL COIOUCTORD WALL DE TYPE TW N/RSN UNLESS 0 NOTED OTHERUISe. / TNTRANOIS[ SERVICE CASL[IIINOM TELCVISION OPT. \ \ eGIIIn•e:Nr a mirFONrOitRONce OACH _ LIGHT — — — -- — POWER CON•IPArm OWER NTE�=-- TRMSPOR"Imm GRADE VOLTAGE CONECrIONS` ELECTRICAL PLAN SCALE: 1/4' " I'-m' PROVIDE 00 APIP, W440 VOLT, I P MA66 6ECO ND I V a 6ERVICE GRAND CONNECTED TO ELECTRICAL SERVICE. PROVIDE ! 9 COPPER (CU) IN CONCRETE ENCASED ND CON ECTE PER 1-IQ" PIA SOIEDULE So PVC CONDUIT OR PROVIDE 9 ELECTRICAL CASED 0NS TE THE FSCR TRI 2/0 ALUMINUM (AL) N 7" DIA SOEDULE SO PVC EDITION lxmxm) CONDUIT WLE66 SERVICE 16 PROVIDED DY THE ELECTRIC COP1PANY. COORDINATE WITH THE ELECTRIC 6A6" DIA X 6 Pr LONG COPPER CLAP GROUND ROD CO'P'ANY PRIOR TO DID. Ii N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407.774-4078 www.abdesigngroUP.com AA $: 0003325 Y ro E ga r 0 2 r 0 pW G 00 gRg 4 fA SBDIv LTBBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEL• 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 3 DRATTE: 9/22/21 9CAL.E: 1/4"=1•-0" SHEET SET ■ ------------- II I II I II II I II I I I I j I in O 0 II • it I I I I �I � m • II I n I I II II I II I I I g i I I ii ' i I fIl III III I • I L J �i o+ II II II I I N ZP iv 31'-3' e in 0 PLUMBING PLAN SCALE: 1/4 . 1'-0' I Ii/2 � KITCHEN ITCHEN SINK W1 AUTO VENT 2'V.T.R �III1I 1I/1' I!1 ^1 TUB 4-C 21 _---(�II/2' 2. i2• WC. LAV. L 1C.O. 3 SHWR 3. TO PLUMBING RISER DIAGRAM SEfl 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 l ii I o v � , ii m yt le sUBDIV. & raT. ABBOTT PARK LOT #20 BLK #11 PROJECTp 04181.000-20111 MODEI4 4EAB "1672—ARIA" GARAGE sT/IIJG: LEFT PAGE: PLUMBING PLAN 160 MPH E C DAM 9/22/21 sCAUC: 1/4"=1'-0" sFIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD ! MASTIC. AND INSTALLED AS PER FBC 1TH 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 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 FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TI4 EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOM FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO M P& RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTEe ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVG 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRJNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN Al LIGHT O/A OUTSIDE AIR 8 THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #BXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK SCORIATED NICKEL FIN. FLOOR CO. PLUG BRONZE FL. PL. OR WALL b' SEE SPEC. r-a'xa' coNc. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC N FLOOR SLAB CLEAN -OUT (TY EXT. - GROUND CLEAN -OUT �TYPNT5NIV 107 HVAC PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 VAMabdesigngroup.com AA #: 0003325 N 04 rr ro B 3 Stmmv. Ae LAT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODELS 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. 3 M No 93723 J DgA7E 9/22/21 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE IfER PRE-FAB TRUSS I!!' CLG. BOARD 1/2' DRYWALL ---- T'PY SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX 0,-C. FIN. FLR 2X4 WOOD STUDS e24' O.C. SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL LETS SHALL 5E NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 805.I ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICr, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY •-• 3 5/8' OR 5 1/2' DRYWALL 3/8' TOP C4IANJEL (25 GA,1 cowaR BEAD w' THICK 2 PORiLAND Cm1m1T PLASTmt ARM= STIMCAFF" URAL FOR REPPO1URAL F f 1/2' DRYWALL COMMIT TO �� 3 B/B• OR 5 3/8' METAL STUDS ATTACHEDD TO Flu 24' OG. 20 GA METAL TO BE CEO MR INSTALLED IN WALLS SEALANT �L �• RECEIVING UPPER/ LOWER 3 8,B' ORS crux AND eeAL SEALANT CABINETS AND TUB/SHOWER 25 3/B' BOTTOM ieoo GA METAL TO BE INSTALLED CHNS' oeATWR STRIP IN ALL OTHER WALLS. STUDS SECURED L LTas MOULD n ALL TO BE SPACED IW O.C. AT 2NO T� C ► a.en�laeeu ua AAA (MY ANLPJ FLOOR WALLS ADJACENT TO FLO OR W/ 3/4' FLOOR av �'V' eTem. STAIR WELL8 AND 15ATWROC'1 PAP t TO y' erP• W. FAsrireD TOVWALLS W/ TILE FINISHWOOD FLOOR rp'0D ann uom JAM MR W/ 1/4' WOOD PRCDUCr oALV.eteeL— VAL RB1 TRACK APPROVAL BY �Doae OD WOBASEBOARD SCREW BVMM�• FAmm p. ro roE TRACK DRACKETe m W/ rlto=r �1141.00R APPROVAL RFA 1-STORY TYP. INT. WALL 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS erx..N'•P-tl D1 SCALE: 1 1A METAL STUDS (NON-BRG.) D 1 SCALE. 9/4' • I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER PBCR 905.1.1. AS PER PBCR 908.1.1. a EA. END ROOF SHEATHING FIBERGLASS SHINGLES ROOF SHEATHING THICKNESS AS PER WITH UNDERLAYMENT THIGlWESS AS PER 2x SLOCIGING EiE1UlEEN TRUSSES AS PER FBGR 905.I.I. SHEET SNL SECURED PER PER STRUCTURAL DETAILSzz— SHEET D ROOF SHEATHING FASTENER SCHEDULE SECURED PER FASTENER SCHEDULE THICKNESS AS PER SHEET SNI. SECURED PER STIFFBACK AT ALL UF'RKaHTB 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE OR 1/2' HIGH 9' 9' STRENGTH CLG. 2x FASCIA PER MAX—PRE-ENG WD• TRUSS AX 2x FASCIA PER �A� —REFERENCE ELEVATIONS O• ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT 4SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES PRE- ENG TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER TYP ON SHEET ON] PER ELEVATION FASTENER SCHEDULE TYP. 2x FASCIA PER O.H. ELEVATIONS S/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. R-4.1 INSULATION PRE-ENG. GABLE TRUSS VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED SPECIFICATIONS MANUFACTURESAAI STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS -•-RT�REu� I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING N. STRIPS • 24' O.C. I/2' THICK 2 COAT PORTLAND e' CMU E+ Ell CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. � _ _H DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR— a n W/ WINDOW OPENING ti ,k W-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. B TWALL SECTION NOTE: METHOD TO 5E USED FOR THE 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF p� SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE WITH FECR S05.1.1.1 OF THE F5CR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Ix2 P.T. FURRING STRIPS a 24. O.G. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD DARE ,CMU PLASTER APPLIED DIRECTLY TO MASONRY W-0' FIN. FLR ° G — 0'-0' FIN. FLR B' CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FEICR 2020 a 1TH EDITION, SECTION R301.13 AND I(POSS.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4',I.-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR S05.I11 OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. OR 1 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 � � r SEE SLTEDIV. Be LOT ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEL: 4EAB "1672- ARIA° GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E . C IM 2X6 P.T. • CENTER OF DOOR MADER SECURED W/ lU 1/2' X 8' J-DOLT W/ 4' MIN. EMDEOMZNT W/ 2' X 2' X VO' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR MOLTS W/ 2' X 2' X LW WA&4ER 4 NUT ® SECURE 2x4 0 TO SLK IU, m 1/4' TAM" N 1 N' EMBED, 8' O.G, 4' END DIST, 11/2' EDGE DIST. 0 611?E9, 2X6 GARAGE DOOR BUCK SECURED Wl (11 VY X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' W X 2' X 1/8' WA&ER 4 NUT. (1) WITHIN 8. OF TOP, (1) WITHIN 8' OF THE STM, (3) EVENLY SPACED. � 0 O NOTES. ALL AN040111116 SHALL BE IN ACCORDANCE TO MANJPACTURER'S INSTALLATION INSTRUCTIONS WIWERE 8=14 INATIKI TIONH AIRS MORE ATIeW.MT GARAGE DOOR RUCK ATTACHMENT ecxs, vr.rs' 2X4, 01111 SECURE TO BLOCK W/ 3/14' TAPCON6 (MIN. SHANK SIZE J48 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X4, SECURE TO BLOCK U1346' TAPCONS(MIL SWANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8. OF EACH END 4 IS, or MAX SPACING. 2X4, ED SECURE TO BLOCK V 114' TAPCONS (MIN SHAW Sig 145 MIN. HEAD 612E 3" MK EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 W OL. MAX SPACING. 2X6, ® 2X6, = 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPC0NO WK2) 3/16' TAPCONB WK2) i/4' TAPCONS (MIN. (MIN. SHANK SIZE .WS (MIN. SHAK SIZE J48 BHAK SIZE .148 MR MK HEAD SIZE 300 MR HEAD SIZE 34W HEAD SIZE 3" MR 8' CMU MIN. EMBEDMENT 11,149 MIN EMBEDMENT 1 V41) EMBEDMENT 1 1/4') WITHIN S' OF EACH END 8' CM WITHIN W OF EACH END S' cm WITHIN 8' OF EACH END Vi' DRYWALL WITHIN is, Or, MAX SPACING. 4 B' Or. MAX 6PAC11G. 4 18' O.C. MAX SPACING. 8' CM Ix4 P.T. OR S/4'X4' MIN. V2' DRYWALL V2' DRYWALL IR' DRYWALL SEGUE THRU FRAME 4 I'X4' 2XS, URlO 2XS, ® 2X8, EXTEND 1-1/4' INTO ❑ P.T. NAILER SECURE TO BLO�IV41) VX4• SECURE TO BLOCK I'X. gECURE TO BLOCK I'X4' BLOCK RV 3/16' W10) 3M.• TA100P.T. NAILER W92) 3/16' TAPCONS P.T. NAILER W/02) V4' TAPCONS P.T. HAILER TAPCONS DOOR CASING MIN. 6WANC SIZE T/16' ODDS X 4' MIN. MAV. SHANK SIZE J46 DOOR CASE (MIN. SHRANK 811E 148 MIN. SHANK 812E 1411 MIN HEAD SIZE MIN. HEAD SIZE 300 MIN. WEAD SIZE 300 146' 0.6& X W MIN MIN. HEAD 812E 900 MIN. EMBEDMENT DOOR CASING MIN. EMBEDMENT I V4') MR EMBEDMENT 1 1/4') MIN. EMBEDMENT I-V4' WITHIN D' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX 4 w O.C. MAX 4 b' O.C. MAX 4 18' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER &°ACING- DOOR JAMB OR WINDOW SPACING. SPACING. MANFACTURES DETAILS. ATTACH TO 2X PER AD�H4 TTO X e R� DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MA'RFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" A NDPW TO BLOCK +3/4" OR +5/4" 2X4, Will SECURE TO BLOCK LW 3/16' TAIRCONS (MRL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2x6, m SECURE TO BLOCK WK2) 3/I6' TAPCONS (MR SHRANK SIZE J46 MIR HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN S' OF EACH END 8. CMU 4 W OG. MAX SPACII 10' DRYWALL 2X8, 1=1 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3AW TAPCONS Ir MIN SHANK SIZE J48 DOOR CASING MR HEAD SIZE 300 MIN EMBEDMENT I V49 UNT14IN 8' OF EACH END 415, O.C. MAX DOOR JAMD OR WINDOW SPACING - ATTACH TO 2X PER MA IOACTUREB DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" �D�0W TO BLOCK +1 1/2" NOTE, 6WIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/18" nRIND01► TO BLOCK +1 15/18" 2X4, 00 SECURE TO BLOCK W 3/16' TAPCONS (MIN. SHANK SIZE 14D MIN. HEAD SIZE 300 MR EMBEDMENT I 1/4') WITHIN 8, OF BAC44 END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THRROUGH NON-STRUCTURAL WK2) 3AW TAPCONS 3/16' TAPCON MIN 1-V4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4.1 WITHIN 8. OF EACH END 8' CT'A1 4 W Or, MAX SPACING. N' DRYWALL 7X6, SECURE TO BLOCK ❑ PX4• WK2) 3/16' TAF=NS P.T. NAILER (MIN SHANK 612E .14E DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN *'Or EACH END MAX SPACING. DOOR JAMS OR WINDOW ATTACH( TO 2X R MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +2 1/4" y RINDOIf TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" 9LDCIL+ 2X4, ME SECURE TO 1BLOCK W/ 3/16' TAPCONS (MRL 614AM SIZE .146 MIN. HEAD SIZE 340 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 18' O.C. MAX 6PACIN& 2X6, SECURE TO BLOCK WK2) 3/16' TAPO" (MIN SWANK SIZE J45 MR HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 B' OG. MAX SPACNG. 2XS, 6ECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. 814ANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4•) WITHIN Y OF EACH( END 419, O.C. MAX 6PACING. NOW, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TFRROUGHI NON-STRUCTURAL 3A6' TAFr.ON MIN. 1-I/4' EMBEDMENT INTO BLOCK q8' C"RJV2' DRYWALL P.T. NAILER DOOR CASING NOTE. 6HIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN S• OF EAC4 END 4 6' TO 8' O.O. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANRFACTURES DETAILS. DOOR JAMB TO BLOCK +3" rlalxnow 'm aTncx +s^ NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114•) DOOR JAMB TO BLOCK +3 7/18" v 1FWD011 TO BLOCK +3 7/18" 2X4, ME SECURE TO BLOCK W/ 1/4' TAF-." (MIN. SWANK SIZE .14E MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2Xb, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 114' TAPCONS (MIN. 3/16' TAPCON MR 1-1/4' EMBEDMENT INTO SLOCK SHANK SIZE .14E MIN. HEAD SIZE MID MIN EMBEDMENT 1 1/4') 8. OF EACH END 8, cm 4 W Or— MAX SPACING. y' DRYWALL 2X61 ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONB I' P.T. X 4' MM. MIN SHANK SIZE .14E MIN. HEAD SIZE "0 MIN EMBEDMENT 1 V49 DOOR CASING WITHIN 8' OF EACH( END 4 b• O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWFACTRES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" n 11DID011 TO BLOCK +3 3/4" .1 N. RONALD REAGAN Ell LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 .4 L V � , R •i SU'BDIV. Ae RAT ABBOTT PARK LOT #20 BLK #11 PROJECTg1 04181.000-20111 MODELc 4EAB "1672-ARIA" GARAGE SIFMG: LEFT PAGE: DETAILS 160 MPH . C DRINT A 9/22/21 SCALE: 1/4"=1'—O" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) 14 FL# 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 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 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 12/8/2023 10456.30 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 12/8/2023 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 STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10431.9 SIMPSON STRUCT. COMP. W000 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 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WAIL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 6/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12J31/2024 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-RS CLOPAY BLDG. PRODUCT CO. EXi. 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 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 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/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'•0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ilte EXT. DOOR 2020 FBCR 12/31/2021 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 lAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE 'n' 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 115T PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM � WWW.FLORIDABUILDING.ORG CONTROL DATE:OS/16/2021 41 N. RONALD REAGAN BLVD. LONGWOOD, fL32760 PH: 407-7748078 FAX: 407.7744078 www.abdeslgngroup.com L AA #: 0003326 � gr 3 DR rE: w9/22/21 ttlCwiJi: 1/4"=1'- 0" BHEICT D 3 PREFORMED CONTROL JOINT'S PLIi•YAE OF CONTROL JOINTS Td BE WRED TIED TO LATH • 1- Or. MAX (VERTJ yQjEU. DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED • 1. O.C. MAX VERTICALLY i' tHICK 3 COAT CEMENT PLASTER URRS LAYER 4, FOWPI15ER OUILONG PAPER APPROVED METAL LATH FASTENED .7' (VERTJ O.C. MAX AT SUPPORTS WM LAYER -1. SflUCCO WRAP WOOD 6MEATHING NAN MIM LATH SHALL BE CONTINUOUS 00 TME0M CON JOINTS BUT BE STOPPED A_ TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM Cm69 PLACED FLAT MAX W TO S' FROI`I CONTROL JOINT WEN NOTEt \ / CONTR OL JOINT FALLS ON I.FASTENERS FOR LATH TO BE NAILS OR\ i 6TFI UCTURAL STUD STAPLES IN COMPLIANCE UV A6TM CI063 2. WRE TIES TO BE (NO. IS) 00418' WRE / 3. BLOCKING SMOUN MAY BE N ADDITION \ TO WALL STUDS, REQUIRED PER PLAN NYN�N IWMYI N O"M" TYPE CONTROL JOINT OL PoLD tialYlrD • R. ®FrOLp OL FOLD NWYID • R.A A CRAM . PT. C OL MOLD N141D • R. A 2. CIEAM • Pr. e e MOLD eF ® L ('OLD Nt1A1p • R. A 2. CREASE • Pr. e a CIrEAW • Pr. C ♦ FOLD Pr. c ome P7. e TILL PT.O TOUCH" eOTTOr11LANEE M.ANN WTmR TISIR SEAL TOLD, 212 it cur. I' T141M 3 COAT CEMENT PLASTER (17MMEA IO' 7 COAT CEE(r PLASTERS, (CRIW WO LAYER 4, FORTPISER BUILDING PAPER fpRmm CRLY) UNM LAYER -1, 671UCW WRAP MRAM O)LY) LAP "Ye" OP SIIRDWtl tiRSP OvmR NALStl RANRE, erOP —In" opt cm APPROVED OUILDNG WRAP SMALL DE LAPPED A MNRVI OF 6' a VERTICAL LAPS (ROLL El 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO EE TAPED WTN FORTIBER SHEATHING TAPE / I' MN LM • nETAL LA. \ RAINING MOTTOM o PKXF e WLLL NIEIEBneW LATH VERTICAL LAP TO BE I' n n—rn —7 IT METAL LATH UIRS LAYER 9, STUCCO WRAP WM LAYER 4, FORTIPBER BUILDING PAPER / I I 2CAPER LAP 6CALE, VERTICAL LATH & PAPER DETAIL WOOD SHEATI SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDII FRAMING MEMBERS. PAPEF THEY 614ALL BE TIED OTN CA418-N (UI-MM) 61UCCA WIRE AT INTERVALS NOT MORE THAN 9• (221-MU. AS PER ASTM CI063. QK I C KO U T FOR REPAIR OF TEARS LAYERS, TEARS DETAIL M Y 0 MAY DE PATCHED WA40L SC WRAP TAPE PER MAN UP. SPEC, OR PEEL a STICK -INSTALL FASTENERS, (CLIPS, STRAP6, STAPLES) AS REQUIRED TO SECURE PIPE/ UMM TO FRAMNO UM LAYER % STUCCO WRAP WM LAYER 4, FORTIFIOER BUILDING PAPER METAL LATH i'AW SELF-ADMERINCs MEMBRANE FLASHING OVER 4'x4' SELF-ADMERIN6 M1l'15RM5 PLASHING OVER APPROVED FIOU86 UR - PLASMeN6 To Exreao ONTO PIPE J' THICK, 3 COAT CEMENT HOUSE WRAP. PLABHNm TO EXTEND ONTO PIPE 46' CONT. BEAD OF SEALANT 17�=INSTALL PLASTER APPROVED HOUSMRAP AIR METAL LATH INFILTRATION BARRIER OVER URB LAYER 4, FORTIFIOER bF1EATHING BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ UM LAYER'(, C.V. PHISN (SEE TYP WALL SECTION) 6TUCCO WRAP SHEATHING SECTION PER ION EgeIE Exterior ties of portend cement plaster that comply with tie application r quirerneno of ASTM C 828-18b. Installation of exterior lathing ant framing stall comply with ASTM C 1083-les, or ASTM 1787. 4'NW SELF-ADUERM MEMBRANE PLASHING (COMPATIBLE WY HOUSE WRAP MATERIAL) OVER APPROVED HOUSE IIIIRAP. P OR LEGG PIPE PENETRATION CUT WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP UPS 4 TAPE OVER ROOF/WALL SCREED 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 O"L" FLASHING N.T.S. ■1 TAIL (F LEGEND WRAP MATERIAL) OVER 4'x4' SELF-ADMERING MEMBRANE PLAS14M OVER APPROVED HOUSE WRAP. R.A&4M TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASMNG FA DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116" ZIP WALL SEc SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 144 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 y Meet auDDIV. AS, 70 ABBOTT PARK LOT #20 BLK #11 PROJECT* 04181.000-20111 MODZL9 4EAB "1672—ARI9" GARAGE 871ITTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C PRINT DATE: // 9 22 21 DA 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. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED _k • OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE I ' TOOLED SO AS TO DEFLECT 1 WATER AWAY FROM JOINTS. ' E-Z BEAD ALL AROUND 1 VENT -APPLY SEALANT ALL i X• JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&J'I CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior latldna and plastering BACKER ROD I I bdenor use of portland cement plaster shall comply with the application .k requirements of ASTM C 926.18b. Installation of exterior lathing and framing .k- shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, STUCCO WRAP 1 �. HOODED VENT i' THICK, 3 COAT CEMENT �,• PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME r SHEATHING [FIBER ING PAPER co�rreTucrlON\ —METAL LATH a' CMu VINYL CASING BEAD W RAISED BAND Yb' TO JS' MID -WALL IICCP MOQ61'f 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT (toHORIZONTAL WEEP SCREED Wf STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER ...... — • BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP N SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION 1 SCALE: N.T.B. I-�I�GN IV Ii_t "IvG STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION _""— ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "1, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO N.' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) 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 7�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 WRB LAYER 7, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER -1. STUCCO WRAP LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH WOOD TA!' TEXTURED CONSTRUCTION FINISH • WDOD FASTEN TO WOOD STIRICTURAL MEMBER • T' OL. MAX a' Cru $' TO Jj' MID -WALL 116CO N:•lOtl-f L� 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK a' WRB LAYER h, STUCCO WRAP WRB LAYER "I, STUCCO WRAP 9 APPLY 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP IIJRB LAYER 02, FORTIF15ER BUILDING PAPER STEP 15 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) '1ETAL LATH ( v STEP S STEP 1*6 OELECTRICAL RECEPTACLE 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 8 14 a SvaDIV. ac L/OT ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEL' 4EAB "1672-ARIA" GARAGE STRING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DNT ATE:E: 9/22/21 SCALE: 1/4"=1'-0" SHEET WA2 WOOD SHEATHIN WOOD -1 CONSTRUCTION VW HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRIB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER W B LAYER M, STUCCO WRAP AMICO A166-IIPIIIC-120 CUSTOM CASING BEAD NO GAP INFIELD ZHOWN FOR CLARIFICATION OF PARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE: 1 1/2'.I'-0' EXT. WOOD FRAMED WALL WINED LAYER'1, GM -FLOOR DECKING STUCCO WRAP UFO LAYER 12, FORTIFISER PRE-ENG'D Tmm BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHER RESISTIVE - BARRIER M PLASTER WEATHER RESISTIVE - WEAR • TOP OF WEEP SCREED SARRIER 4 TO SHEATHING BEHIND WEEP SCREED IIC R3 COAT CEMENT IJT AST 4' POSITIVE DRAM nee ar_o¢mD METAL LATH WOOD BFIEATHMG- 6' SELF-ADHEREING FLASHING WRAPPED "y • TOP OF WEEP SCREED TO SHEATHING BELOW \ WRS LAYER M, STUCCO WRAP ' WRB LAYER t2. FORTIF15ER BUILDING PAPER , 6' SELF-ADHEREING FLASHING WRAPPED • CORER OF CANTILEVER NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VI1PAINTED DEAD S/S' TWALL W/TEXTTEDFINISH J' THICEMENTPLASTVINBEADVIBEAD L 11D DRIP EDGE INSTALLATION RED I PAI WREXTUNTED FINISH � J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER n J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE /-BARRIER M /-WEATHER RESISTIVE \\ BARRIER 02 ` J' THICK, 3 COAT CEMENT XPLASTER -METAL LATH WOOD SHEATHING /-HEADER)SEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED GAP IN FIELD HOWN FOR CLARIFICATION OF EPARATE ACCESSORIES ONLY) @DEIP EDGE INSTALLATION _ [ I EXTERIOR GRnoE X* GAP FOR BACKER DRY WALL ROD A SEALANT - j' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER 11.1 VINYL .Q9b& W.& vnNYL CASING MEAD WATER PROFI kt- LAYER (2 LAYER PEE A STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN PULL BED OF 6' PEEL 1 ,•--•� SEALANT.)i' MIN STICK DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK �I Y4 GAP FOR SACKER 1)j'XI 9'. P.T. OR SIMULATED I ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS YMri CASING BEAD WATER PROOFING Nt WEATHER RESISTIVE LAYER (2 LAYER EL 4 y BARRIER M STICK) WRAPPED FRO' FROM WEATHER RESISTIVE BALCONY DECK TO „m�wa BARRIER -2 CANTILEVER ++�• 6' PEEL A STICK • , DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP 8UD FLOOR EDGE �® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF I )S'XI % P.T. OR SMALATE 8EALANT, V MIPL WOOD (TREX) FILLER SPACE FROM DRIP CgNTINtiouB PACE TO TREX Y; GAP FOR BACKE VINYL CASING BEAD ROD A SEALANT WATER 14COPIN P LATER (2 LAYER LAYER PEEL EEL I STICK) PEEL STICK) UIRAPPED FROM 9/4 RESILIENT BALCONY DECK TO NAT CHANNEL CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH S/S' TYP'E 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE I NISH BARRIER M WEATHER RESISTIVE J' THICK 3 COAT CEMENT BARRIER -7 PLASTER VINYL faWNER BEAD 4' POSITNE DRAIN lic¢o ars¢cn VMri c'aw' BEAD NO fide IN FIELD (SFIOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING EATHER RESISTIVE AR��RIER -1 =AATER RESISTIVE ARRIER Q SAF. \ -EEL 4 STICCK I )Wx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )V MIN. SPACE FROM DRIP FACE TO TREX _ /— I )f'XI A' P.T. OR SIM L, WOOD (TREX) FILLER CONTINUOUS Y; GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURED I PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M UEAT14ER RESISTIVE BARRIER 4 EXTERIOR COLUMN I L E G E N D COLUMN SHEATHING 6' SAF. I Yo'x3' V FLASHING DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) 115' X 3' 26 GA. GALV. METAL DRIP EDGE WR5 LAYER 02 (FORTIF15ER ...... — — SET IN FULL BED OF SEALANT,)§• MIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX ✓INYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING IAt LAYER (2 LAYER PEEL I STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR �/16' ZIP WALL J' THICK, 9 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF B VINYL CASING EAD J SEPARATE ACCESSORIES CNLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE, NITS WOOD SHEATHING WR5 LAYER M, STUCCO WRAP 2x FRAMING MEMBER J' T141M 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIFIBER 2 Imo, C EEAQ BUILDING PAPER—,, FASTENED TO SHEATHING y • T' O.G. MAX. i' WRS LAYER M, ;' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER �i WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASHING WIRES LAYER 4, FORTIFIBER BUILDING PAPER n n CORNER BEAD ® FRAME DRIP CAP 1TL1 WINDOW FLANGE k 2 1/2' CORNER BEAD (FASTENER 4 SPACING a "1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R1CORNER BEAD CabBLOCK WOOD SHEATHING tWR5 LAYER 01, STUCCO UJRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH H (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'LAYER M, STUCC7AP wf WR5 LAYER 02, FOWIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1rJB CASING BEAD ® WINDOW ( FRAME, NO BAND) d N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 ro X ti BLJHDIV NIA LOOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODELA 4EAB "1672-ARIA" GARAGE SI IING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C SEP �'� 3I202 Dw�TIM 9/22/21 8CALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING-- FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH ' dEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, STUCCO WRAP WIRE, LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH }' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIP15ER —i BUILDING PAPER WRB LAYER "I, J' THICK 3 COAT CEMENT I STUCCO WRAP PLASTER WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER caslNG BEAD METAL LATH VINYL. CASING BEAD i S' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (P RAISED 17A BAND (FRAME) SCALE: I I/2' • I' -0' Y,• OAP TYP a' THICK, 3 COAT CEMENT GATING BEAD LEGEND TO TRIM METAL LATH IX TRIM MEMBER METAL L S STUCCO TO SIDING TRANSIU M LAYER'4, FORTIRBER DRAINAGE PLANE (WRB TION BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH X—X—X—X WRB LAYER M, WRB LAYER h, STUCCO STUCCO WRAP STUCCO WRAP \1 WOOD OR 1/16' ZIP WALL CASING BEAD SHEATHING 6- SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD ; ;--------------------------------------------------------------------------------- -- (CROSS SECTION) %- PLTAHI E 3 COAT CEMENT ` 18 SEALANT METAL LATH i' i Uk= GONCTRUGTION ' BEYOND , UK= 6HEATHING 1 WEATHER RES1611VE BARRIER 8 i i •: - B�AIAVWiER�61NnvE ��� WINDOW FRAME / \ WRB LAYER 02, FORTIF15ER X l Yi LAP 61DM u�ii REVEAL �� I w '$ ; BUILDING PAPER PLASW a ; RASWIN•Gs �\ WEATHER RBARRIER ,eSI6TIVE ; E-Z BEAD VINYL BASING NTARTER NTItlP WEEARIRYE616TIVE 1 � (W/%' FLEXIBLE PVC BACKER ROD) BAPME\�\ RBI-ADHERNG GALD METAL I 2'�FLANHM6 V' 'z'PLAS+ I WRB LAYER 01, STUCCO WRAP, 1Y x� SI�MUL R WRAPPED AROUND FRAMING MEMBER TRI NCeAeaYe:' I 6' SELF ADHESIVE FLASHING j WIYaOxD6TR" BED R ; WOOD SHEATHING AL 6AP WW/CAULIC IG ; 2X FRAMING \ \ ENZ ROVED SEALANT MEMBERDETAIL BELOW EXPLODED CASINIQ SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------- 19 TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT ' CASING BEAD PLASTER NOTE: METAL LATH: LATH TO BE PER SECTION % SEALANT TO WINDOW METAL LATH R'103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DBUILDING PAPER FORTIF15ER OES NOT MEET SPECIFICATIONS) WRB LAYER ' ER WINDOW FRAME —� WOOD SHEATHING BeTOND -- - 6.6E1.1--ADHERM WOOD NHEATHNG RAGHW. / WEATHER RE616TIVe I BANNER -1 uEATHER RE616TIVE I 1 \\ `MIK ERR -1 TO WEATHER P5616TIVE / T� BARRIER a ,. ` OF W FLANHNG �1(U' X � Y�' SAP 61DNG i wn 1dvEaL I WEATHER RES16TIVE L •• NELF•ADHERMG BARRIER h \\ ; WRB LAYER WI, ' FLASHING / DAIW HER W616TIVE I STUCCO WRAP I / \\ � 6TARTER STRIP � GAL1VPMEir � I 6' WIDE PEEL 4 STICK I � fb� onOR I OVER FLANGE ; \ / I WINDOW FLANGE ; GALVP METAL �� WEATHER PES16TIVE 2' R.ANFING BARRIER -1 TO LAP I E-2 BEAD VINYL CASING 1 ` 6 nni ABOVE TOP °F z R.A611NG e.z eem v HYL ca6naG Y' x 6 en 1uLATED I 1 2X FRAMING MEMBER , lW/zi6' FLEXIBLE PVC BACKER D1 t 1uw16' FLEXIBLE PVG / ulboD TRIM MEMBER BACKER RODE 6ELF-ADHERN4 •' WV-ADHERNG I I FLA6HWJ6 \ 'APPLY FULL BED OF SEALANT BETWEE FLANGE 4 BUILDING WRAP ; KAGW Oi , BUILDING r"TWICKK9AAP WiC,44LNG eTeR '::: I OR AP°PwovE aLANr `•--- WRAP RE616TIVE \ ...,. t"' RE616TIVE BARRIER BARRIER WEATIffR R16TIVE Em Imm BARER R .PC SACEIt FWD) SIDINGTOUCCO WEATHER OTO TFRAME �1ER�N16TIVE /� A E Z BEAD WINDOW CASING_ ® /U^ 19E TRANSITION L//�\1 1 IN At 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 C o O SUHDIV. S. LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEU 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 9/22/21 SCALE: 1/4"=1'-0" SHEET WA4 moumm CARE SHOULD SE TAKEN IN KEEPING TIE VENT PROPERLY A'. W AND iP .-I.-E. AUGNED. VENT PIPE M SEALED IF UTLIZED. NAL IN PLACE USING 1-NP NAILS AT EACH CORNER. ROOFING CEMENT SHDULD SE APPLIED MALL SHINGLE EDGES NEAR THE CUTOUTTEGOO.SENEM VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE EN IPE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH TE CONSIRUCTd1 ZDNES. C TSHOVM.INTHEEVENTANECIAMCALVENTFANIS USED, SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FAN IMNUFADTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT' INTO TRUSSES OR RAFTERS VMENCUTTING TIE OPENIIN THE NNG R VE INTERFERING SHINGLE NAILS MOIMD THE PERNETER OF THE OPENING SO THAT THE NAILING FLANGE aF TE VENT LAYS FLAT TO THE ROOF SHEATHING. SUDS Al THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SNNGLES.ALLOW THE BOTTOM VEMFLAN(HES TO LAY ON TIE TOP OF THE SHINGLES. IF `11__ FL o --YI ROOF HOOD VENT DETAIL SCALE, NT CUT HOUemm AT 46• ANGLE APPROVED HouSII MW OVER SHEAT14M OVER UD STUD WALL NALNG FLANGE JAMBS EXTEND FLA oo MN IEELQU NLL PLEXIOLE FLAMING TEAAC FOLD -I HOUDB TUCK F AL HEA 7y�T FOLD N AT SLOP STEP 1 DO NOT SEAL BOTTOM RN STEP 6 UMTALL S' SELF-ADIlRN6 K-4614 G OVER VNri HEAD FLASNNG (WTH END DINTS) NAILNO FLMKi I WIP-A FLAGN WYON G I• BEYOND JAMS FLASHANG NSTALL VINYL DRIP CAP STEP 7 ASPHALTPLASTC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALICrN FLANNG WI W. EDGE OF DILL Mo. 1100WANIOALLY FAbM PANNED BOOM (CAP NALS, DTAPLM lMTALL DUPONT RLDBRR4P AS TH PLAS44M AT THE POLO WOUSEUIEAP DORM N TAPE DIAGONAL CUT N ACROSS HEAD oP WNDOW PLUMBING VENT DETAILS E NTS AMBS AND HEAD w U'PLY TO BACK OF MgDcw NMLNG LAN= N LNE W( 'IRE-PUNCICD IDLE! oR GLOM. NOTALL S• WDE ADHENVE - BAOCED FLEXIBLE PLA04M MATERAL OVER DRIP CAP JONT(F4%o=TO-WRAP DT-20XL oA EG Y) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 RBRORME G OVER ER JONT UNDERLAYMENT ASPHALT ROOFING CEMENT FASTNERS NIT'N B' OF CENTERLINE �I TPAFASTNERS IN END-HINGLE %TEND END IN AT LEAST 13' BEYOND VALLEYCENTERLl- I' HIPPED DFF CORNER AT /5 DEGREES SHINGLES TRIMMED T SACK FROM VALLEY CENTERLINE L IT IS THE CONTACTORS MW-CNSIBILTY TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY MALL -ADWRINcwDDw THE CO EPA SEKANTS N SELF-ADERNNG SCAL N M A64NG MATERIALS USED OURNG CONSTRICTION . INSTALL ALL MATERIALS PER MAMOACTU RERS WRITTEN SPECIFICATIONS WANNN01 SEALANTS MAY MALT ADVERSELY P NOT COMPA'NELL CLEAN AND SEAL JAMD TO BILL JOINTS WITH DOW IPA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME &aOIIN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 15ELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OBI N2U (O ECAA L) SEALANT A FLUID APPLIED RLASNNc(LANCO WHITE -SEAL RC -SS on EOIAL), SLOPE SILL TO EX USED OUTING CONSTRICTION. 9. FLASNING AT EXTERIOR WNDOM AND DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE UTN MANIPAIc7URERS NSTALLATIoN NeTTIIcT1@M AND APPROVED METHOD U OF PBC RMMA U IN ACCORDANCE WTH FENESTRATION MANIPACTRRER'S NSTALLATION AND PLA614M SMTRUCTION& YIANM- SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA#: 0003326 64 W� N M s� 14 9 H W O x SVHDIV. Ae LoT ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEL: 4EAB "1672—ARIA" GARAGE 87IING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 DATE 9/22/21 1-0 WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK DRIP EDGE 1/8' TEXTURED FINISH m WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP 11 1� II II 1 11 2X6 SUB 1 1 I 1 / 1 METAL FASCIA 11 WRAP Ys' FROM 1 STUCCO, I' FROM 11 WOOD WALL 1 �1 EXTERIOR WALL 1 (FRAME OR CMU) �I \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION 1 ©FLAN B 1/8' TEXTURED FINISH • WOOD, IR'TEXTURED FINISH • CM METAL LATH \ —WOOD SHEATHING OR cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER - - (FRAME ONLY) —ROOF KICK OUT REMOVED 11 FOR CLARITY —ROOF DECK (BEYOND) `1 DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) ROOFINCs CEMENT DRIP EDGE METAL KICK OUT �1/6' TEXTURED FINISH +� / WOOD, 1/2' TEXTURED �/ FINISH is CMU 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH .:.; 2'x4'x4'_ 0' SCABBED TO TRUSS W/12d NAILS b'-8' O.G. MAX. 2x SUB -BAND WM'x4' NOTCH c END METAL FASCIA WRAP ®PL,4N ,4—DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11i'x4' NOTCH 81 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 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 WM'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com ` AA N: 0003326 J r b SVSDIV. & LOT ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODELA 4EAB "1672—ARIA" GARAGE SViING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C SEp U20" A NO W723 JM DATE 9/22/21 SCALE: 1/4"=1'-0" SHEET dV6 Y a 3 \�\` - - - - - - - FM-12X18 FM-12X12 ,d ` 1 aol 4"GONG. I \``` 1.1 ` NI w� SLAB N ( 1A LL NI 4 io 1.1 io a -3 1/2" iD F-24X24 I+- \\ 6'4" 3'.2" I I `\` c 0 \\ FM-12X18 \\ 1 I 4" PVC CHASE 1A I Ct TOP OF 1"PVC CHASES II a ELEC. SLAB I 4 co (Q ` \ ISLAND n 1.1 1.1 LLI `\ I `, I I `dT GI Y N rl AV 1 n I EXTEND SLAB - - - - - - I• Nh-5 1/2" I I ' I I 5 I �_ 2'-4„ 1.1 4" I O a 71 17'1" 2'-6" 18'4. Y '4 • I I � I I i� e+ IX I' I I 4"CONCwwSLAB O EXTEND ly *3 1/2" IMSLA811/2"_--- %18 XxSIM. NI I '2' LLI UFMC-12X18 I ,A FMC-12X1871/2" 1.1 to 4 1.1 FM-12X18 L FM-12X18 1.1J _ _ - - - - - _ _ FM,42X12 - - - FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +0'4% 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. B. 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. 11.171NDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #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 4021602-16, 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 j OF SLAB SUPPORTED X-O" 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 REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3112' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 18" - (+)0'-0" FMC-12x18 17' CONTINUOUS 16' - VARIES F-24x24 24' 24" 12,FM-12x12 j(2)#5- 1T CONTINUOUS 12, - TEA 8"SEE PLAN 8" I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 �i M ONil l mm eUBDry ae LOT ABBOTT PARK LOT #20 BLK #11 PROJECT* 04181.000-20111 uoDzu 4EAB "1672-ARIA" GARAGE 8111IING: LEFT PAGE: FOUNDATION PLAN v.160 MPH EXP. C SE fA'ABWACRA 1 � OUCH AR NO 93723 DATE• 9/22/21 SCALE: 1/4"=1'-0" 8*1EET s1 30' MIN. EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • — Fr CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND a - d i SPACING REQUIREMENTS i S SPACING REQUIREMENTS P•. • GARAGE DOOR RECESS . I FO 8" CMU WALL 6' CMU WALL > . CORNER BARS, SAME SIZE AS LARGER BAR I � IN FOUNDATION WITH 30" LEG EACH •I. • w m TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ., SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS .) • CURB FOR SEE SLAB SCHEDULE a EXT. PORCH SLAB Al"CHAMFER(1STORY) < - VARI S SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (•I.vli LL ' v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET pro. AT ELEV: W/ 112" ISOLATION .,a 6' CHAMFER (2STORY) JOINT (WHERE I (I -STORY) W/ 12"ISOLATION l� a ' 6" CHAMFER 12STORY) D. -D. APPLICABLE) i - SEE SCHEDULE n#747 JOINT (WHERE APPLICABLE) 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE i FOR WYD, BAR SIZE s DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Zr AND BAR QUANTITY AND BAR QUANTITY it NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=P-0" CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z 5 w POURED CELL CMU LAP TOP PLATE A MIN. OF 48" g AND NAIL COMMON #4 REBAR Q24" O.0 3 � . � CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN g 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING ao 1,� 5' I WALL W/SYP 7' CAPPED w NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE B7. PLATE TO SLAB W/ - - GALVANIZED PIPE W/FLANGE BASE 5 a SECURED W/ 2- PART O g EPDXY. MIN. EMBED SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 1/75c9' WEDGE ANCHOR W/7' • § g ] I O OW ALL MANF. FOLLOW WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. C 16" OC § to I - 4" CONC., REINF. W/ t' SPECIFICATIONS FOR I SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE 6k6" #10 NM/M ON 6-MIL POLY ETHYLENE SECURE FLANGE TO r USE AND i PREPARATION OF ANCHORS W/ 10d x 1 1/2" x w VAPOR BARRIER ON SLAB W//S)'/4" X 2 1/4" -w+� a 4 HOLE, LL LS FILL 10d I'm •II WELL -COMPACTED HOM SODO NIOT USE W ' CLEAN FILL TERMITE �. O x 3.SCHEDULE rc s 1 TREATMENT SHALL BE at 4 BORA-CARE ' u' 1 Q¢� `P fS,:,:SLA`, _� a e TOP OF SLAB a . � 0 (2) CONT. #4 REBAR 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) a �_ (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOIL OR 95% 17' MIN. DEPTH INTO COMPACTED SOIL VIRGIN OR ENGINEERED SOIL EQ. EQ. SEE SCHEDULE SC SLAB HEIGHT LESS THAN 3'S" H Q PER PLAN BOLLARD ADDING BAR TO FORE BAR SIZE AND BAR QUANTITY EXTERIOR MONO DEEP 5 BQALE:34"=,'-D MONOLITHIC FOUNDATION R CURB FOUNDATION WOOD WALL 6 (K7)1��SCALE: 3/4"=1'-0" (W/ UPLIFT) 1A FOOTING W/ BLOCK WALL scALE'3/4"=r-a' scALE:3/a••=1'-a• LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE PLANS FOR SPACING. SINGLE SECURE RE BT BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SLAB MASONRY NAIL PROVIDE DBL. TOP PLATE SLAB I SLAB W/10d MASONRY O/C STAGGERED. I si a NAIL 17' O/C STAGGERED. ADDITIONAL METAL w ADDITIONAL METAL CONNECTORS NOT 8"CMU WALL T REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. TYP.) ;; ( REQUIRCONNEED WHENRS REQUIRED WHEN NO z w O-0 S" CMU FILLED CELL (TYP.) b TOP OF SLAB�'�'' UPLIFT IS PRESENT. w SLAB SCHEDULE SEE SLAB SCHEDULE 7a Y 2X WALL FRAMING ;. j SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS S' �° [SEE +-0'-0' 2 ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB TOP OF SLAB g "ISOLATED COLUMN PAD GROUTED CELL, 4" FROM ENDS AND .4 b CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX _ ' POURED MONOLITHICALLY WITH FOUNDATION AND SLAB a SEE SCHEDULE 4 SEE SCHEDULE FOR WMD, BAR SIZE • EQ ° FOR BAR SIZE �--�^ AND BAR QUANTITY BAR AND BAR QUANTITY �1J �^ E0. EQ. VWQ BAR ARSI2E EDULE FORRE SC COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO u AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD ,,, �_BLOCK WALL CONNECTION 8 INTERIOR CURB FOUNDATION WOOD WALL 9 SCALE 3/4"=l'-a' (NO UPLIFT) SCALE: 3/4"=1'-0 6QALE: 3/4"=,•-0" (NO UPLIFT) d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdaslgngroup.com AA #: 0003325 04 N � � a W� 000 y b a ul W O W no SVHDIV. de I.oT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODELS 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. A ABOMORAM RO�AtfS AR NO W723 DRINTATE: 9/22/21 SCALE: 1/4"=1'-0" SHEET S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM e VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 a - PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com n AA #: 0003325 #6 BARS a� 114 8" o� 3 CLEAN OUT REQUIRED 1 FOR INSPECTION io 0'-0" FIN. FUR. <a TIE 'VERTICAL REBAR . TO HORIZONTAL El § REBAR W/ 10" HOOK t'a O A BAR SIZE 148 BAR DIA.* 18' to CMU UNIT DIMENSIONS h #5 30" ARE NOMINAL SIZES O MASONRY SYMBOLS In 3 SCALE 34"=1'-0" HORIZONTALNERTICAL * I REINFORCING m SCALE: 3/4"=1'-0" O_ qg A BAR SIZE 148 BAR DIA.* 18' to CMU UNIT DIMENSIONS h #5 30" ARE NOMINAL SIZES O MASONRY SYMBOLS In 3 SCALE 34"=1'-0" HORIZONTALNERTICAL * I REINFORCING m SCALE: 3/4"=1'-0" O_ qg A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mU m b � 8" CMU WALL �--�-+ TOP OF SLAB n TOP OF SLAB EXT. PORCH S7�� SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. 4 `4 �' W/ 1/2" ISOLAT 6" CHAMFER (2-STORY) 18 4 JOINT (WHERE if4 24" 4 APPLICABLE) MATCH STEEL #6 30" 6"PVC CHASE REINFORCEMENT PER SCHEDULE 3g. 6" PVC CHASE THRU FOOTING SVSDIV. & LOT ABBOTT PARK LOT #20 BLK #11 PROJECT 04181.0M-20111 MODEL 4EAB "1672-ARIA" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH E C THRU FOOTING #7 47' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR N/x0, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE u[p n L ` L THRU FOOTING 4 SCALE: 3/4"=1'-0" a 93723 PRINTDATE: 9/22/21 SCALE: 1/4"=1'-0" SHEET 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" HOG 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 2A 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 P81336, .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 SIZE 6 DESCRIPTION REMARK 1Q (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A =TOP OF ARCH / T.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 (fli SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES --------- —------------ ------------------------� 8F16-lT/0M/0B BF16-1TMWOB 8F16-lT/0M/0B II 1 ♦♦♦♦ 1 2 m 4* o; ♦ ♦♦ t a �1 el �1 LL I I ♦ I ♦♦ I ♦ I ♦ I ♦ I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 BRF14- 1T/OM/OB 1 1 1 1 1 1 ♦♦ q 1 1 1 1 ♦� 1 1 i 8F20-lT/OM/1B 1 8F8- 1T/0M/0B UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", LINO. L------------------- i----- , Z-----a------ L--------- J LIFT BEAM PLAN SCALE: 114" = V-0" IS N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdosigngroup.com AA #: 0003326 S r; b I LJ avaDIV. ac LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181,000-20111 moDlalt 4EAB "1672—ARIA" GARAGE at11ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C M NO W723 DAtmT TE: 9/22/21 SCALE: 1/4"=1'-0" aiIEET s2 #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK 3P TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O' NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aGta AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 15 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16' 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 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. (- F♦p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 �F Pe' F 8xl6 DEL. BOND TOP OF / 2 e BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • W/ (1) #5 BAR .y BOND BEAM F F = FILLED W/ GROUT I O U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �9. F` �16-1 `T/1 �/c B LINTEL W/(S #5 BARRL2)E QpE NOMINAL LENGTH OF BAR = WIDTH OF MASONRY e HEIGHT # OF #5'S, TOP OPENING z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THATXFXX-1T/1M/OB INDICATES A DOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0' AND XFXX-1TMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (1-1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- lTtlMMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T)OMIM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DEL. BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION (MIN TAPCON OR DRIVE PIN (MIN PIN SHANK SIZE.145 MIN HEAD DEL BOND BEAM SIZE.3DO MIN EMBEDMENT AT LOWER ELEVATION WINDOW 114") 8" FROM EACHNDEAND 18" O.C. MAX. MIN 1-114" #5 BAR BENT AS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON 3 OR DRIVE PIN (MIN SHANK < 11. PRE -CAST a SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4") 8" vp, s SILL FROM EACH END AND 16' - SLOPE O.C. MAX. MIN 1-1/4" § EMBEDMENT 2x8 (MIN 2 X 3) 3/16 OPEN FACE SHELL SO - OR '5 (MIN TSHANK AS TO ALLOW BENT SIZE .14APCON MINVE HEAD BAR TO BE PLACED IN SIZE.3 MIN EMBEDMENT 1 2X450LID BLOCKING UPPER UPPER AND LOWER #5 MIN. REQUIRED IN R 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ BEAM EACH CELL HOOKED IN 78" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS C SCALE: 3/4" • V-O" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I I > r SINGLE #5 CORNER BAR, 3Ox3O TURNED STEEL REINF. OF Qp6 II I / OR TURNED DOWN INTO FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER PROVIDE #5 BAR + W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE'. 3/4"=1'-fY' I1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes)gngroup.00m AA #: 0003325 W h a iH N g W O O mm Sul3mv Se I+OT ABBOTT PARK LOT #20 BLK #11 PROJECT 04181.0M-20111 UODEl a 4EAB "1672-ARIA" GARAGE 81WING: LEFT PAGE: DETAILS 160 MPH EXP. tj F40LAM A ABOUCHAa9A L AR NO 93723 DRDfT ATZ: 9/22/21 SCALE: 1/4"=V-0" SHEET s2.1A "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 PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT 'TYPE LENGTH 8U8 GM-08 1e-1T/0 /T/06 4-1TPoB 1T/0B -1TIM TYPE LENGTH 8/8 PLAIN W8 SOLID TYPE LENGTH &$-IT 8N8.1T 8/2DAT 824-1T MIT 8/32-1T e/e 1B 18 rn1 ttn ttn 1T/1B tT/1B w2T ene 2r g2o 2r 824 2r we 2r &w zT Y4r PRECAST 1436 952 3114 4217 5321 em 7531 Y-6. PRECAST 689 1024 Y-W PRECAST IWO 3m 4394 sm 0132 7001 2485 0113 am 7708 9D31 1ODD0 1569 3624 4394 5263 5132 7001 4'-0" PRECAST 1005 700 2305 3125 3945 4766 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 8079 1961 6113 7192 0524 7827 8751 1363 3060 3815 4570 5325 8079 4'-6" PRECAST 819 68s 1770 2400 3033 3066 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 12D7 2582 3376 4043 4711 5379 ISMS 1 5743 7547 0752 6541 7665 1207 2707 3375 4043 4711 6379 5'�" PRECAST 931 1247 1999 25M 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 44W 7196 7342 5780 6259 1018 2276 2B38 3390 3961 4081 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5-10" PRECAST No 1499 1971 2443 2915 3387 1181 3693 5877 em 6548 5m 929 2DOD 2593 3107 3620 4133 6' 8" PRECAST 692 1139 3227 3031 3707 4383 Wet B'$" PRECAST 410 721 6'$" PRECAST NO 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8826 835 1668 2329 2790 3251 3712 7'-6' PRECAST 570 938 2498 2206 2698 319l 3685 7'-0" PRECAST 303 534 7' 6" PRECAST 716 ow1181 14W 1743 2025 938 2a88 34oe 4884 70e7 0472 727 1024 2025 2425 2827 3228 9'4" PRECAST 428 893 1503 2204 2481 2818 2821 9'-4" PRECAST 192 384 W-4- PRECAST 464 see 787 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 low 2164 2619 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 101-W PRECAST 161 301 10'-0" PRECAST 356 408 612 755 899 1042 -OW 1407 1897 2781 3222 3784 504 1180 1472 1703 1710 1989 11'�" PRECAST 330 5" 1312 tut 2252 2e68 3830 11'�" PRECAST 132 417 114" PRECAST 430 406 530 ON m en 544 1312 1742 2252 2e88 3552 468 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 ism2048 2586 3191 12'-0" PRECAST 111 370 12-0" PRECAST 383 365 476 587 ON783 507 1210 1598 2048 25e6 3171 440 940 1300 1680F5775 1478 IY-4" PRECAST 270 433 1045 1366 1732 2167 25M 13'-4" PRECAST 82 298 13'4" PRECAST 308 303 393 484 645 ata loan 1385 1732 231e 28a5 1057 13121203 14'-0" PRECAST 254390 388 978 1272 Iwo 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 we 97e 1272 1e08 t950 23g9 37e 7n 981 11921133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED458 239 422 505 an 865 1079 u29 1824 2277 2712 240 ee3 ygp 1237 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2613 230 file 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 72o 601 1136 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 -" 19' PRESTRESSED 162 206 348 430 513 595 235 736 959 1200 1407 1716 te6 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 627 1a0 ON 1038 Ilse 1468 142 1 373 537 690 818 943 27-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 m 1203 1381 137 358 513 on 770 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 654 824 1014 1147 124 319 1 465 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 M 19-0130.13 is I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774�078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 8 � N cl � 4 N mm evlsaiv ae LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT* 04181.000-20111 MODEis 4EAB "1672—ARIA" GARAGE 8VnNG: LEFT PAGE: SAFE LOAD TABLES %160 MPH EXP. C S E P 3 2021 ROLMD AR NO W723 D TEE. 9/22/21 >sCAL.E: 1/4"=1'-0" 9*1EET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 PBS38, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4", 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: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003326 J 4 § gr 3 a C a a9vHV DIS. I.OT ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000- 0111 MODELA 4EAB "1672- ARIA" GARAGE SUING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C of SEP 3 2021 93723 DRTS A9/22/21 SCAM 1/4"=1'— B*MET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 1IM x 1 NAILS TO TRUSS "ROOFNJALL/FLOOR # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH N TRUSS SSANSIMPSON OR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/tO tOtl TO SHEATHING (12) 16d x 1 }" NAILS TO TRUSS (9) 10d x 1 J' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER, PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT, USED IN ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 7' x 4% (16) 10d x 3 J" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON 9% 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }'x 2} TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) t6d B-(,) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) }" x 5" TITEN HD TO CMU AND (18) SDS �" x lx2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS tx'2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 12, O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) j" x 671TEN HD TO CMU AND (18) SDS �' x W 1x2 SECURED Wl 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (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.) 2' COVER & 2' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c SCALE: 34"=,'-0 TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a S2b F2c SCALE:3/4"=1'-0" q GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND 2X4 No 2 BLOCKING BETWEEN SCREWED AS PER SCHEDULE B Wl(SYPDIAL. BRACE W/ (3) 12d ®EA TR LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING ISERE PRESENT AT WI 10dxtn HDG NAILS COVER 5 TRUSSES) 44' O.C. (AT SHEATHING 0 EACH END. TOTAL OF 10 SEAMS) PER TION 0'-0" TO WWI' (1) "X" BRACE FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER (l) "X" BRACE 0? CENTER TO BLK W/ 1n" DIA 6'4 MAX (WIX4) (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' OR 10'40'MAX (W/2X4) FROM CENTER TO END. WASHER SET IN HIGH k4l�� r 2x STRENGTH EPDXY 6' PER ELEVATION SEE ARCHITECTURAL MIN. EMBED. AT 32' lx4 DIAGONAL MAX. PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/7HIGH BRACING, SEE P.T. PLATE W/ 12ds 8" STRENGTH Cl-G. BOARD w PLAN FOR LOCATION FZ! STIFFBACK (AS PER O.C. MAX i § MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE w/ (2) H HREQUIRED (2)10d's (G EACH TRUSS 16d TOENAILS i TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 1V-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) l6d x 2x4 OR 2x6 WOOD BEARING 2-in" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL PROVIDE BLOCKING 12, O/C STAGGERED. METAL 1/2" GYP. WL. BD, CHORD BRACING END WALL OTHER lx4ADDITIONAL CONNECTORS NOT a -..4 .� MAX.,BTM. BRACING MAOR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF CO REQUIRED WHEN NO • ! •" . n 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. " � COMRSECTIMON LSATEACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 1n// GABLEEND BLOCKWALLL �SCCALE: II-rENG'D 6 (D GiRDERNVOOD POST CONNECTIONS SCALE 3/4"=1'-0" 3/4"=T-G' PRETRUSS 5 a SCALE: 3l4"=1'-0" FLOOR TRUSS CONNECTION L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 6QAlE:3/4"=V-a' (NO UPLIFT) NOTCH DEPTH 114'0 I HOLE EDGE>5/6' USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER <2/5'0 SGL. STUD OUTER 1/3 OF 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 >5/6' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fl AND F2 FORCES. BTM, HOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1n"=1'-0" SCALE:34"=1'-O 11 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F, QQ$ � SVHDIV. de I.OT: ABBOTT PARK LOT #20 BLK #11 PROJECT* 04181.000-20111 MODELS 4EAB "1672-ARIA" GARAGE SwIIiG: LEFT PAGE: DETAILS 160 MPH EA C L AR NO 93723 , DRAT�E: 9/22/21 SCALE: 1/4"=1'-0" SHEET s3.1A 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'- W HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA NECTION PER P�To SEE ARCHITECTURAL SS MFG. 2x SECURED W/ (3)16d OD GALV. COMMON NAILS. " O/C, tx2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C L SECURED W/ (2)12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/HIP RETURN SCALE 3/4"=1'-0" VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO ELK W/ tf7' DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. MAX. BLOC SECURE G GABLE TO 2x8 P.T. PLATE W/12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 1Gds 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroupcom AA #: 0003325 y 04 4 C ib 0 W 00 A SVHDIV. & 1 0 ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 WoDzu 4EAB "1672-ARIA" C3ARAGE SNIDTC;: LEFT PAGE: DETAILS 160 MPH LU. C DAM 9/22/21 SCAIX: 1/4"=1'-0" SHEET S3.1B 4h GABLE - END —' HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.DO PSF (63,00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e : 70.40 PSF (80.40) ZONE2"= 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +t- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(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/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 1Od RING SHANK, 212' 0.131 F1667 SCREW SHANK 170,000 RING ( 16RINGS RSRS-Q3 8tl RING SHANK, 2 3/8' 0.113 71867 SCREW SHANK PER I C ) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 HAY I tH UH IHUA'D—�� ROOF SHEATHING — EXTERIOR SHEATHING USE III COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH I/ ROOF SHEATHING LAYOUT T' AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADOL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'0.C. IF NO DROPPED GABLE END, ATTACH 2,4 #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 ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD 4" O.C. ZONE 2e, 2n, 2r Tod NAILS ( ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 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 84 RING SHANK GUN NAILS @ 4•OC. TOP 4 BOTTOM EDGES o ■mmmlEmmmm 11 mmmm l'' mmmm 11 ill I 11 I C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ , C#S 2" DECK SCREWS 0 6"S" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 1 TY. d14' I S JUtltLIAJH UtUKIINU L UtU I U ALL t I`I JtU M-151-b GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 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 CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TM 40EMBER AISI SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SI.ABS-0N-GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES A 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 NTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED 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 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. R 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 WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED NTH 2' CHAIRS SPACED T-0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED AWI SHOP FOR DR NGS. O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 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 TPI44, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD --concu—t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 PSI BTM CHORD-no—oncurrent #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER HALL 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. 15 pid TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. lopef BTM CHORD 5 pSf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NOS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (F8C R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2Dpsf, HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS' 30pef, 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS 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 THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS 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 W TH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS, ETC. N I S THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP WING IN THE FORM E DRAWINGS PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WITHOUT THE EXPRESS VAR ITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 1(1 USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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" q- PRIOR TO THE ADDITION OF PLASTICIZER FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. 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/A36M F = 36 low FOR ANGLES PLATES, AND WSHIAPES. STRUCTURAL TUBING Y P L UB NG SHALL BE ASTM A500/A500M GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 ksl. 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 NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 31BAND ASTM G94/C94M OR MEASURING MXING TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR WU_ BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-112' FOR NSAND SMALLER Y FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS I.UT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SII£ TYPE SPAGNG REMARKB APPLICATION 312E TYPE SPACING REMARKS IQ PT FURRING TO MA90NRY CABEHARDENEDCOL NAIL IIIT LONG. aQG GPRAOEOOORS TO MASONRYKYJNC. II4"dA NO WASHER TAPCON MASONRY FASTENER BOA: 112"EMBED., 4'EPO qBT., I -EDGE dei. SGO, AL. EXT. DOORS 1. PT, SEE NOTES CASE HNRDENEDCgL NAllI III LONG 8'QC 9TAGGEREO WWWOR/FASTENED WINTO MASaJMICONC. GARAGE DOOR SUCK TO MASONR-NO -SH111 MWMSHER E%PANSION BOLT 1S'aL (3I0"qA) N'OIC 0—A) MBEO., <"END DIST.. -'L"EIeT. vuINDDw BUCK CASE HARarNEDcaL wITENED NOOWmoowFASNTOMASONRYICONC. METAL STRAP To CONTACT THIS ENGINEER FOR SPACING v PT. SEE NOTES IIII LONG STAG c�ERED I MAEVNRYICGNc. REQUIREMENTS 1IWEMBEO.WENO. EZT SW-- (Z)YISDIA "IAPCO"Y 1e, BUCK M PT, _NO- 8 NO WASHER FASTHEP i 1?' EWE q5 S( B.ISB°PPFx11IB" 9"QC 4"END gST.,t I?' 3O STELCNOTE PT TO STEEL COL.. SEE STAGGERED EDGE dST SOL. NOTES 1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W WIDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WNDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 C p U R< d a0 O Mill L9ustilm & mmml LOT ABBOTT PARK R LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEL: 4EAB "1672—ARIA" GARAGE 8TnNG: LEFT PAGE: DETAILS 160 MPH Dmlim A 9/22/21 8CALE: 1/4"=1'-0" 8HEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS 7"� DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO O (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 �STAPLESINSTALLED 7D SOFFIT AND J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8XT' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }" MAX-oI6o- DETAIL D QSTAPLES INSTALLEN J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFITS-1 Q J-CHANNEL J, h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI J BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFIT 1Q '--J-CHANNEL03 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER TRUSS/JOI LOCATION NOT TO rBY OTHER EXCEED 24" O.C. INTO / QSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 11 1X2 WOOD BATTEN `2X2 WOOD BATTEN 10 Q S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7rQ WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) /-CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFITJ SEE DETAIL 'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END ft to i,. DETAIL C J-CHANNEL 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) 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. 13.519 .375 .4 3.625 3.625 3. 5 08 0381 12�sA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 tj 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 J ti SU13DIV. & LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEU 4EAB "1672-ARIA" GARAGE 6TnNG: LEFT PAGE: SOFFIT DETAILS %160 MPH ER. C 3 P21 W NO 93723 J D TE 9/22/21 SCALE: 1/4"=1' SHEET SDZ SU13DIV. & LOT: ABBOTT PARK LOT #20 BLK #11 PROJECT# 04181.000-20111 MODEU 4EAB "1672-ARIA" GARAGE 6TnNG: LEFT PAGE: SOFFIT DETAILS %160 MPH ER. C 3 P21 W NO 93723 J D TE 9/22/21 SCALE: 1/4"=1' SHEET SDZ Lo,