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HomeMy WebLinkAbout7839 Sail Clover Ln�9 1672-4EAB-ARIA99-, i d® ALL WopK­_ b IA AND -, i HE I"; i i HOMES REVIEW DATE FLAN E':AM!NER 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONSINDEX OF DRAWINGS -MMM WjM= 0M, „ ABV. ABOVE LAV. LAVATORY DATa pN (gppp) -•** IM�t •� �.A ry�A�p Y4 MIV�W NW YO WYY�I AD ADJUSTA CONDITIONING MUM. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINE CABINET AMP ALTERNATE E MFR. MINIMUM TURER OVO" CDS 06U!D ARCHITECTURAL SHEET DESCRIPTION " 2� a� DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE- VB .yQt, ID OR gD _ S g -BASIC VIND SPUD - Vult=180 MPH AMP. AMPERAGE MIN. MINIMUM B. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLA. CEILING N.T.S. NOT TO SCALE CLR. CLEAR OC ON CENTER PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN OV19/16 CDsRE_Ift" o4/IBdls FODI'm EVISION MR n mom 0242M FLAN MAINTENANCE 034" REVISED LINTEL SIZE AT FRONT ENTRY DOOR TEL: (813) 740-9720 FAX: (813) 740-9715 Veld=124 MPH ' EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. BRIGHT AS PER LOCAL AND SPATE CODES CONC. CONCRETE PL PROPERTY LINE CPT. CARPET PB. PUSH BUTTON C.T. CERAMIC TIIE PH. PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL DIAZED PR, PAIR DIA. DIAMETER P.T. PRESSURE TREATED PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN orRug ADDED LED LIO n • KITCHEN 4 BA7F RO" M R MW BOLLEB VMAS ADDED 6TONE OPTION ELEVATIM V II D* IE/ib/I% ADDED OFT, W-O' CEILING NEW use. DIMENSION R. RISER S OF. DEEP RA.. RETURN AIR DRILL DR DOOR REF REFRIGERATOR D.S. DOWNSPOUT RM. ROOM D.W DETAIL R.O. SOLID OPENING S.C. 90LmCOREEXTDR D.W. EACH EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SFIWR. SHOWER F.G.FX. FUEL GAS SLM. SIMILAR F.G. FUEL OAS SL. SLIDING PG MI —MECHANICAL PLAN pG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS OMM REIIIIAa UOP CONNIECTM WN s =NNECTORS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. A13OUCHACRA AR No. 93723 3 JT. C=.'S 0g"p DDT, VAr u• dA WiT. ELEVATM V- REVISED FEIC>♦I� OF AI�WT mi/0V7I J070FBCUPDATE LIVINGS *12 80 FT CSARANE 492 eQ. Rr. ENTRY 30 So. FT. LANAI g,, „ TOTAL 4238 80. FT. ms/n/ti ADDEDBCFFIrOETAILB T A.B. DESIGN GROUP, LLC. FDA. FLOORINISH SL . SLIDINGGLASSPG PLR. FLOOR STD. STANDARD WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR. FLUORESCENT SWS SHEAR WALL DOOR SECTION FR. DR. FRENCH FTG FOOTINGTEMP. T MPEREDGLASS GA, UISP. GA GE GARBAGE DISPOSAL TUCTOP THICK CURB PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE OFSLAB INTERRUPTER T.O.S. TOPIC GL. GLASS TYP. TYPAL STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS GYP. BD, GYPSUM BOARD U N.O. [1NLE33 NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR, HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INSUL M HEIGHINSULT W/ WITH INS[1L. INSULATION WD. WOOD PG S1.2—DOWEL PLAN THE BUILDER ASSUMES ALL LTABII1lY FOR N OF THE CONTRACT DOCUMENTS. INTERPRETATIOR INT. INTERIOR WOW. WINDOW HEAT w1. WROUGHTI OON PG S1.2A—DETAILS S2—LIFT BEAM PLAN AND NOTES UP UN ANY ASPECT OF THE CONSTRUCTION DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND .PG 1A—DETAILS PG S2 . IN NEED OF FURTHER DETAILWG OR RXPLANATION IN ORDER DRAWING SET OR ET PROJECT � CECPDU ON TI1IS IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN BUHMER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR CLLI►. oMC nONTo THE ARCFDTEcr OR ENGINEER FOR PG S3.1A—DETAILS PG S3.113—DETAILS AS DESIGN GROUP GILL RESPOND TO ALL WRITTEN PG SNl—DETAILS RN's IN WRrrrKN/DRAWN FORMS IN A THIMY PG SDI —SOFFIT DETAILS MANNER. AS DESIGN GROUP TAKES NO RESPONSDUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUB.DRR WHEN NO RFPs HAVE BERM GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. i N. RONALD REAGAN BLVD. LONGWDOD, FL32780 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA 8: D003325 y p Q stmDIV. as LOT: ABBOTT PARK LOT #23 BLK #7 PROJ>mCT,� 04181.000-23071 a[0DB� 4EAB "1672-ARIA" GARAGM DWING: 1RIGHT PAGIb COVER SHEET 160 MPH EXP. C SAL NOM 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. OMAM 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 3/8 INCHES 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 MIA SHEET STEEL V 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/ -INCH GYPSUM BOARD OR EQUIVALENT, o 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 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' Tit 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MAST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PURIM 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P29D3, 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. EX1911ORWALL00118I = 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 E1 TOM Ff9lfN(S 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-C 1 063-19a & 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 R7037. W REMETANT C0NfTWJ6710N 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. lXiBtlORcsuw 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 1 114' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONBTRVCT= CUMA710N CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE MA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EKnp=$CFW19 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) 70t EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k 0003325 r c a LL.) [ABBOTT VHDIV a LOT: PARKLOT #23BLK #7 ROJECT 04181.000--23071 MODEL: 4EAB "1672-ARIA" GARAGE 9TWCG: RIGHT PAGE: GENERAL NOTES 160 MPH W. C I (2) 3052-SH ('2) 3052-SN �Le riscm 0o I 0 o1E�111,0�� 0 oI�EE�UE�EE�E�'o o1�E�EEPa r r r 1 I II i r M - o IE�E� o e N�EI o r - o � o � r r i r r r - - - - - r a � ' O a r r -.elm r r r r rMR _ BOLLARPJ AS Ill r r - r r r MILDS. COM TLyoyaal 1 i r r c•__ oElo --------------------- olEo .SQ.FT. CALL. S LIVMG 1612 eQ FT. CeARkE 432 SQ FT. E1fRT 36 SQ. Pr. LANAI 96 SQ. FT. tOTAL 2230 SQ FT. BrtBPOaIEPORO IMD � OP9 BdMIE DOZE U01lN MD lMtl IE IMI ANDTIFE FIDWAM MIN. WINDOW 10 S 34/-49 CRITERIA EXTERIOR SWING. I6 S 33/-43 M MIN. CRITERIA SAD. MIN. 41 S 31/-39 CRITERIA 16010 0AD. 112 S 282/-3M 12'xl2' SOFFIT I Ti 9T9/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-U. EXP.-C. MEAN ROOF HT. = 13'-0- 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. 00111 offiB 0Y0YlI C r TOP PLATE 9 M ABAR DETAIL FLOOR PLAN B HDR. DTL. III; 1'-0. NOTE: HEADER FINISH TO BE PER COMMNITY STANDARDS SCALE: 1/4' - P-0' NOTE: -2-6 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLEN1d1 AND RETURN AIR GRILLE. - %ERIPT CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENTNf3b BETWEEN THE CsAIll AND RESIDENCE SHALL BE MAPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICICESS, SOLID ORHONSYCOMIS-GORE STEEL DOORS NOT LESS THAN 1 3/6' (3b MM) THIGG, OR 20-MM M FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-7744078 www.abdelgngroup.com M 000332. aunDiv. & LOT: ABBOTT PARK LOT #23 BLK #7 P1tO.TMCT 04 81.000 23071 MOI) LA 4EAB "1672-ARIA" GARAGZ BWING: RIGHT PAGE: FLOOR PLAN 160 MPH E . C aw� 06/14/21 Mill i/4"=1'-O" M INIMMT Al LAP SIDING A8 SPECIFIED—�� ITYPJ 4' FREIZE BAND (TYP.) i' TRIM BOARD (TYPE 8'-0' BTYKs. HGT _ �� DECORATIVE SHUTTER 4' RAISED BAND mr.) FL— o, 0'-0' FIN. FLRi, d-1B'-0' BLDG. HGT. SHMGLE ROOF 12 i' RAISED BAND i r— 4' RAISED BAND DMIM FRONT ELEVATION OFF RIDGE VENT m OPT. COACH LIGHT FIN. FLR. OFF RIDGE VENT AREAOF ATTIC 2335 SQ. FT. NET FREEVENTILATION AREA REQUIRED • 1/300 REQUIRED VENTILATION AREA = 2235/300 • 7.45 VENTILATION AREA SOL INCHES PER FT.(144) 10a.85Q IN. MIN. REQUREDVENTILATION = .5% 1072.8 IN UPPER PORTION OF ATTIC 536.4 SO, IN, OFF RIDGEVENTILATION AREA = 115 SO, IN, PER VENT 536.4 /115 TOTAL# OF VENTS REQUIRED m 1.# , VF_ 1-1— = 4.66435 5 B'-O' BRG. HGT 0'-0' FIN. FLR :A Ii0 c0 -O' FIN. FLR LEFT ELEVATION V4 • '-0 I OFF RIDGE VENT OFF RIDGE vENT RIGHT ELEVATION WALS, 1/4 • 1'-0' TERRIM15 Main _—_______—___-- 0 REAR ELEVATION SCALE: V4 . I'-V1 TEXTURED FINISH 8'-0' BRG. HGT. 0'-0' FIN. FLR ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeefgngroup.com AA #: 0003326 b 9V9DIV. 4s6 LOT: ABBOTT PARK LOT #23, BLK #7 PROJECT* 04181.000-23071 MODEL 4EAB "1672-ARIA" GARAGE 9WING: RIGHT PAGE: ELEVATION "C" 160 MPH EXP.,C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IMV OUTLET 26 AP MMA POLE tlov OunsT =0V IOF OUna7 I* OP Ounw lowTo War= an a 6V oun Ir AMM 220Y OUTLET (4) WIR CV*M=ION O!q Of f. WATEIP•IIOOP OURIT GROU O FAULT N1IRU'IIR GIaTCH ewrrcH s-tlWY opwt SWITCH 4-WAY OFM ii �/ YMLL MOURm Low OELLN6 LaHT © LED CIA Lao ©H' L® VAPOII MIOOF Lao O VP VAPOR PPWOP LWIT Ooncom ED CAN V". TAN 1 aM PIR sa PT. VM(T. PA( W4.a4r I OF" PER sa IT. v T9(IIIAE taD rlPec6 i(K ® ( L ) 2-MUJs MAP AAatTw • 2-WAS MAP AIIdID raIIP nRJ �� 2' IaNOlsec®(t 4MUOINCEIT --..—o--nr 80 6 4' TRKK LUM PANEL Nffrm wam mTwrom ft WALL MOJWW rocrom wATr_ R4a[.Ir &_F ca MALL M A DIWAb" iL_- OP NOT M6T!r 4' LIMB Ounm OA.mENom 10. JACK W4 " TTM NMI A U ON "a way FQ TII av6CN JACK JO ,FMON roOO MONCIRIIV E2 N I OOr MAINWA1v All Iuul POR To To TIE W.F. N C. PA. IV WON MAI@W AS sUCW I'= 24. I CAloawR LahrsnlP �nccca x' NOA°nmR Lott STRIP 46' NOANDMCEIt LaHT ~ MAW Lahr OFT.IocuIITY Ia[7PAO • PD. PAN-mmaN TCR oam" UIM PORE • LOCATION OF TV JACM A P WCNC OUnXM 4 PANS ro M VEIPIM • HOMBPANM P11E-CQMIITIICTION mam"WI . • ALL M A 20 AMP MRANCN C44M M TO EE AAIC FAULT PROTECTED PEI miscTRICAL PRON61@a OF m= • ?0 yWILU LACIPW ORIO7IT. • L aP • N AD (NO, ON KrrCW r C$=UV) • POWIUAOER VWCONECT TO M LOCKOUT N PANEL • MATNIOO M I N AW PAN TO HAVE MN. CAPAC41Y OF SUCTION MMO'ti • LAIIDW ROOM REeEPTAr.LE MOLL MI QFVL rD FAULT CIICUIT-M1ElOII•'IIR FOOTEGTON MR PIIIICN'EL ON MEMMM • IILIIN6 METHOD MIMl ME NON METALLIC CANS PER ILICTIICAI. PIWA&b M OF PMCAI � m rum: • ALL WORK ro COMPLY WITH BEP'7TAiCA. PRON610IN OP riE IArItJR iTW TeO r2ami LI ELECTRICAL PLAN SCALE: 1/4' . I'-0 i11OPT. COACH LIGW METER FIELD VERIFY LOC. I � I I - I I I I ® I I m I I I I � I LED LIGHTING ® DOUBLE LAV. BATH 9 150 AMP ELECTRICAL RISER NOT To sco" ELECTVJCAL MAMWIA AND WTALLATION6 !HALL COMPLY WITH ILITH CTOCAL PROV0%* OF E I S= YIN "ILOCAL COOM Od!'fAlIY AND ALL LOCAL POIWI OL AL OCONDUCTOW TH�M. 04ALL W TrPE T MM MIN UNLESS NO=POITlII CQPANT' TIIANM'awSR I I I I LED LIGHTING C�? SINGLE LAV. BATH -2 PIIOVIDI MA) CU, TW UI • P6 CU IN2• CONDUIT OR 3 L TEN %W A • N6 CU IN 2.CONDUIT OR 2/0 AL &FA (CONDUIT TO TERMNATE AMOV! sOPt • OVETOIANW C) I INAMON !®IVCE DMCONIECT SWITCH AND Mo APA• 170R40 VOLT M ELECTRIC I.M. I IN 1 Hou DR ENCLORM PANEL 16e110NE /RWK1 CAK sely MasP'�III EO! I ONONS NTERINAL A L vaLTAaE cotaECTCNM VOLTMIIT AW C N OW40 VOLT, I P4AW I 14 Cu so"CI GROUND CQtECm TO = PROVIDE 1 4 COPPIR (CW INCONOMM EiC.AN D POOTIR 67M PIII L so PVC CONDUIT oR PROVOR s W.SC"ItCAL PROVI610Na OF TC Nam TTW IN 2" DtA eCFEDUi s0 PVC sumhaLama i AM Is PRovow MY THI r. COOMINATE WITH TE ELECTRIC r x 6 PT LONG COPPIR CLAD aROIND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.wm AA N: 0003325 a 4 stml>rV. A/ Z.OT ABBOTT PARK LOT #23 BLK #7 PZi "' 04181.00- 23071 MODE14 4EAB "1672-ARIA" GARAGE ewDCG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXEC �2' V.T.R. 1/2' 2 ' I \� K61IJ�W/ V2' AUTO VENT 1 2' V.TP- 2' I r 1 I/2' 1/2' ne CL I A I I I to I LAV I IIR• �� I 2• 3 11 I U2' r- ^ 3' ur— WASHER I L I I LA . �Av. i - 3 NiWR co. TO MAIN 3 4' PLUMBING RISER PLUMBING PLAN WALE, 1/4 • I -V' m m � 0 m I I II l I I I I I I I v N 11 I I II I � I I I ii I III III I II L yi I 96'xbm ' ---- L V. e� PAN II II II II II II n N � N 1 � 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 44 0 evaa:v ae IAT: ABBOTT PARK LOT #23 BLK #7 PROJ)mCT 04181.00t-23071 acoamu 4EAB "1672-ARIA" GwRJ►GL' SWIN6: RIGHT PADS: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MF6. 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 UTN GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISM 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 SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 1TH EDITION (2020) MECHANICAL. CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE C0NSTFAJCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING 15ATWTU5&, SHOWERS, SPAS AND SIMILAR BATHMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MEGNANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE -LIP AIR TO BE RETUIONED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS � HAVE AN API°ROVED FIRE OR FIRE/SMOKE DAMPER S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED uMTH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REO"IENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR ECJU.AL. FANTECH DDF 110 DRYER BOOSTER CAPACITY 60 LINEAR PEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLE' EVAP. TPA SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG TE ALL WVAC TO HAVE PROPER PANS W/ DRAINS - EXTERIOR WALL AIR RETURN SUCTION AND LIGUID y REFRIGERANT LINES y EXTERIOR WALL PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LMEB BELOW BLAD i3/4' IGERANT LINES TO CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS FIN. FLOOR OR WALL -'� -FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYY .) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER -- SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR 080 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (D THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONK. CONDENSER W/ (2)-3A6W' TAPCONS UNIT 6IMP1$ON LINO ROLL STRAP OR EQUAL 4' CONCRETE SLAB 1S STRAP LO C IT EU16 (2) CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE C 0UNTEROLW CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 7,rr r-s'xe' coNc. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 1AM . GROUND CLEAN -OUT (T44 NOTE, ALL MECHANICAL EOJUIPhE'NT SHALL BE INSTALLED AT OR A &,'E F.P.E. ELEVATION. ----------------II I 1 µ' II 1A� I I I I t4XI4 14XI4 I I I I DM 1 12XB DAD GREAT ROOM I.C. O 4' I • 10 —J -- 4Eac I I _ 1 �� F/L 10X6 I i_ i BDRM.¥3 ------ 10X6I I I . O I I 1,91. III 6' l q itW ii � I 4' 11 S 4 i o Hp 6 - 4' PRYER B i t 5' V.T.R O I 11 0 I I L ----- j i I SX4 ® 1• tl II II II ------ - 14X6 FOYEz 12xa BD82 GARAGE MECHANICAL PLAN SCALE: 1/4 • I -0 1441 N. RONALD REAGAJSLVD. LONGWOOD,FL327PH: 407-774.6078 FAX 407.774407www.abdestgngmup.c AA 8: 0003325 a >sVHDIV Jk LOT ABBOTT PARK LOT #23 BLK #7 PROJECT# 04181.000-23071 MOD3cIu 4EAB "1672-ARIA" GARAGE STi LNG. RIGHT PAGE: MECHANICAL PLAN 160 MPH E . C 2X4 TOP PLATE PRE-FAB TRAM 14' CLG. LAI-7 to. ORTULA L --� Tv r SECURE DT. — PLATE TO SLAB V Is7d MA IONRY NAIL • 32' OTC. MAX FIN. RR 2X4 WOOD STUDS 024' or_ SLAG ITIONS SUPPORTING HU s PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'•I'-0' FISSWA ASS SHINGLES WITH UNDERLAYMENT AS PER FSCR °UOS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE PRE-: TRUSS—�/ MTL. DRIP EDGE �// 2x FASCIA PER I -0 Tyl- ELEVATIONS 0,4. oN. i -4 iia 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L �— 3 5/0' OR 5 I/Y DRYWALL 3/v TOP C TAN IEL (25 GA.) YJ' TYING(, ]COAT vcmm F01! tlZZA � V2' DRYIU4LL TNaON�T],:a P.T. WD 3 DM OR 5 WA' METAL STUDS ♦�LACMP PTO W1 24' OD. 20 GA METAL TO DE AS PM INSTALLED N WALLSAMPOVAL "ECEIVINS UPPER/ LOWER 3 SW OR 5 AYDnIL SULAY1r 4 � CABINETS AND TJD)SHOWER 25 �. BOTTOM a�aaee ISGa GA FETAL TO OE NOTALLED Aw SOT. OM VRAT w a N ALL OTHER WALL& STUDS w MOU.DWO ALL TO OE SPACED IS' O.G. AT M T � ! n¢ aaya ea] sr w D� D (BYE WALL8 ADJACENT 7il . STAIR WELLS AND BATHROOMTM FLOOR W 3/4' w e�r.u.aw T MApAwmao O" WALLS UI/ TILE FINISH WOOD FLOOR aneD w ]]TaD ree V 1/4' WOOD G4Lv. WDOD DASEDOARD� BcREW Arrwov +� amy KQvoptrcAL my � I-Aial GYPSUIM SO OR V2' HIGH STRENGTH C.M BOARD SEE EPERsY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL. PER ELEVATION R-4.1 INSULATION —� WINDOW ATTAC 41WT �AS PER MANUFACTURES SPECIFICATIONS I O ERENCE STRUCTURAL W P.T. FURRING-- BTRPS • 24' O.C. 9' CMU� +. 1/2' GYP. UL. WOOD BASE — ---- a . a.- ,a • 4 /1 W/ WINDOW OPENING —FINISH FLOOR 1—STORY TYP. INT. WALL 1A_METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'•I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FIBOR 805.I.L ROOF 814EATHIING THICI"SS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY "• ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF ecraLE: 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE WITH FI3CR SM11.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. 2 GAS LINE THRU BLACK — .,- FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FOCR WS.1.1. ROOF SHEATHING THIC 10688 AS PER SWEET SNLSECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING TNICICMSS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' CMU 1. a GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR SMIL • EA END ROOF SHEATHING 2x BLOCKING 15ETWEEN TRUSSES THICKNESS AS PER SHEET SNL PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE StUFBACC AT ALL UPRIGHTS F ER STRUCTURAL DETAILS MTL DRIP EDGE PRE-ENG WA, TR188 a 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNL SECURE PER PER ELEVATION FASTENER SCHEDULE 5/a' GYPSUM BOARD OR 1/2' _ ON SHEET SINE WW STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1x2 P.T. F URRMG STRIPS • 24. OL. 1/2' GYP. U.L. BD. CFAI �— WOOD BASE 0'� 0' FM FI R a. a • ROOF SHEATHING THICKNESS IS e ENGINEERED PER ASCE 1-16 N �. •, :.,- ACCORDANCE WITH FBCR 2020 4' 'ITH EDITION, SECTION R301.13 _ . AND 16095.1. W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF Scae: s/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FIBCR 905.1A OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. • 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 y C 4 n'um IV. da LOT: ABBOTT PARK LOT #23 BLK #7 PROJECIT 04181,00 —23071 MODRU 4EAB "1672— ARIA" GARAGE OWING; RIGHT PAGE: DETAILS 160 MPH EXP. C mm 2X6 PT 0 CENTER OF DOOR HEADER SECURED We (1)VJ• x a' J-BOLT IW 4' MN E'EIEDF@R W 2' x 2' x V6' WAGNER a NUT OR WV (2) V2' X V ANCHOR BOLTS W/ 4' MN E'OW WINt &V V X V X VV 0146HBR 4 NUT- B I 14TAM 11 1 V2' RMEED. 6' Or_ 4' 00 DIRT, 1 VV ROSE DIET. J Ll X 2' X VO' WAGNER A NUT. (V WITHIN OF TOP, (1) WITHN V OF T$ BTU ® (3) EVENLY SPACED. Bl iBr NOTE& ALL ANCHORS SMALL Ed N ACCORDANCE TO MANUFACTURER'S INSTALLATION P1671E1CTONB UHEIE SUCH INSTRUCTIONS ARE MORE 6TRNGRNt GARAGE DOOR 1 BUCK ATTACHMENT a'. -a 2X4. m SECURE TO BLOCK IW 9/16' TAPCON6 MN SHANK 613E 30 MN WRAP 61= Son MN EMBEDMENT 1 V49 WITHIN 6' OF RAC14 END 4 W Or- MAX 6PAGN& 2X4, m 615CIRR TO ELAXX WS/M' TAPC4" MN 6HAK SIZE JO MN WRAP 6121E Son MN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 EI' O.C. MAX 8PACM 2X4. m SECURE IAV tAPC�MCK "(MIN.W/ SHANK 612E 14D MN HEAD 8211300 MN IMOROMER 1 1/49 WITHIN V OF EACH END 4 19' OG. MAX SPAGNa 2X6, = 2X6, m 2X6. OS SECURE TO BLOCK SECURE TO BLOCK 60CIRE 70 BLOCK W /(2) 6/16• TA'CONS WK2) 31Ib' TAPCON6 W(2) V4' TAPCON6 (MN MN SHRANK 61ZE J46 MN SHANK SIZE 30 GWAWK 612E J46 MN MN HEAD SIZE 3M MN HEAD SIZE 9n0 HEAD SIZE 3" MN V cm MN. E"SEDtlmNT 1 V41) MN. EMBEDMENT I V4') EMBEDMENT 1 V4') WITH V OF EACH END 8' CM WITHIN V OF EAC14 END V cm WITN►N V OF EACH DO �' ALL 4 I6' of MAX SPACN& 4 IV Oa MAX SPACN& 4 W O.C. MAX SPACM 6• CM G4 P.T. OR 614'X4• MN V2' DRYWALL VV ORYUVLLL VV DRYWALL SECURE THRU FRAME 4 ❑ I'X4' 2X& m ❑ 2xlk ® ❑ 2X6. ® ❑ EXTEND I-V4' NTO P.T. NAILER SECURE TO BLOCK 1'x'4' SECURE TO BLOCK 1'x'4' SEWS TO BLOCK M4' BLOCK WV RAC' W(2) 3/16' TAIRCON6 P.T. NAILER W K2) 546' TAPCONS P.T. NAILER WK2) IW TAP0046 P.T. NAILER TAPCONS POOR CABINS M6l SHRANK 612E )46 V W' OARS. X 4' MIN. MN. SHARK 612E AD DOOR CA6NG MN SHANK SIZE J46 MN SHANK SURE 148 MN. HEAD 612E inn MN. HEAD SIZE 'Jon MN HEAD SIZE ano V16' DAIL x 4' MN MN HEAD SIZE 300 MN E'SlDM'ENT 1 VW) DOOR CASING MN EMEEDI'ENT 1 V4') MN E'EEDI'EM I V4•) MN EMBEDMENT 1-V4' WITHIN V OP EACH END WITHIN V OF EACH @D UT14N 6. OF EACH END DOOR CASNG WITHIN V OF EACH END DOOR JAMS! OR WINDOW 4 E' O.C. MAx 4 W Or- MAX 000R JAr+B oR u�ow 4 W O.G. 1* X DOOR JAMB OR SRJDOIU 4 IS' O&. MAX BPACNG ATTACH TO 2X PER 6PACNG. DOOR JAYS OR WINDOW SPACING. WACPNSM DOORATTACJ M 2X PER WWFAGTRM DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES PETALS. MAN PACT~ DETAILS. WWF44 T 2X DETAIL& NOTE. SHIM A6 NEEDED TO MUMS JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +8/4" TO BLOCK +3/4" OR +8/4" A r >d 2XM No SECURE TO BLOCK WV 3/W TAPCON6 MN $HANK 612E .H8 MN HEAD SfZE 900 MN ENT I V4•) WITHIN 6' OF EACH END 4 16' OD. MAX 6PAGIN& 2X6, m SECURE TO BLOCK W X2) 3A6' TAPC" MN &HANG OM J48 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') 6, cm UTHN S'OF EACH END 4 W O.C. MAX 8PACING. V2' DRYWALL 2X& ® I'X4• SECURE TO BLOCK P.T. NAILER WK2) W*' TAFr." POOR CASING MN SHANK 612E .146 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') UT14N V OF EACH END 4 E• O.C. MAX 6PACRNti DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAYS (PO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" r.'1 R TO BLOCK +1 1/e a NOTE. SWIM A6 NEEDED TO PLUM JA'E , (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 16/18` r11�1�01I TO i1LOCY +1 16/18` 2X4. m SECURE TO BLOCK WV DAB' TAPCQM MN SWANK SIZE J46 MN HEAD 612E 300 MN WIN= ON. 1 V4') WITHIN V OF EACH EO 4 IS' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2x6, m ON O"Ve 4 SECURED ascm TO BLOCK THROUGH NON-6TPIUC?URAL UY2) W*' TAPGONS SK' TAPCLN MN I-V4• EM'SEDTMENT PRO BLOCK (MN SHANK SIZE .H6 MN HEAD SIZE !on MN 0 SEDMEM I VW) WITHIN S' OF EACH END S ' CMu ID'Or. MAX 6PACINIX HUYu14LL 2xs CM4 ❑SEGUE TO FLOCK WK2) S/16' TAP P.T.AN3 P.T. NAILER MN eHa4C .146 1700E CAGIN3 MN HEAD 61ZE ! M in MN EMBEDMENT 1 114-) WITHIN V OP SAC 4 END 4 M' O.C. MAX SPACING. DOOR JAMB OR UXNP= ATTACH TO 2X PER MANUFACTURES DETAIL6. NOTE, 041M AS NEEDED TO PLUMS JAMS (DO NOT DOCKED V49 DOOR JAMB TO BLACK +2 1/4" D Ol/ TO BLOCK +2 1/4" NOTE, ON" AS NEEDED TO PUIMB JAB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" @1DAwmmL nrr era" NOTE, SHIM A& NEEDED TO PLU'D JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/18` 0 w B +3 7 IB` 2X4, WE 2X4. m SECURE TO BLOCK W/ SECURE TO BLOCK IW 3AW TAPCON6 MN VW TAPCON6 MN SHANK SIZE 30 MN SHANK 613E )46 MN HEAD 6VF Jnn HEAD 612E Son MN E'SRDFEM I VW) MN EMBEDMENT I VW) WITHIN V OF EACH UT14N V OF EACH RHO 4 W = MAX END 4 W Orl MAX 6PACNG. NOtE, STRUCTURAL 2X MUST BE SPACNS. NOTE. 671RUCTUPPAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED 2>06, m ON OUTSIDE 4 6EdRED 6ECUE TO qI. hIR7U0H NON-STRUICTRAL 3A6' TAPCCN MN 1-V4' SECURE TO BLOCK TWROUS4 NON-STRIGIIRW- SAS' TAPGON MN I-V4' SAW TAPI:CONe (MIN. MN 64AW 61ZB )46 E'SEDMMENT NATO BLOCK LL1(2) V4' TA"GON6 MN SHANK SIZE J48 MN EMBEDMENT INTO BLOCK MN HEAD SIZE JIM HEAD SIZE 300 MN MN 010UXV T I V4') 6. t?!U EMBEDMENT 1 V4•) V OF EACH END WITHIN S' OF EACH END ®, cmWITHIN 4 W OL. MAX SPACING. 1612' DRYWALL 4 B' OD. MAX SPACING v21 DRYWALL 2X& m SEW= TO OLD= I'X4• P.T. NAILER 2X& ® I'x4• P.P NAILER WK2) 6/16' TAPCON6 DOOIUt CASINGW K2) V4' TAFACONS MN BHA K 617E J46 MN 6HIA14K SIZE )45 N MN HEAD SIZE ))on MN HEAD SIZE 900 MN EMBEDMENT I V49 240 2X SECURE TO 671IR CTRAI- MN EMBEDMENT I V4') DOOR CABINS WITHIN V OF EACH END MEM'NW SV(2A2d WITHIN V WITHIN 6' OF EACH END 4 1V O&. MAX OF EACH END 4 6' TO V Or- MAX 4 18' OL. MAX BPAONS. 6PACMWL DOOR JAMS OR WINDOWDOOR JAMS OR WINDOW ATTACH TO 2X PEER ATTACH 10 2X PEER MANUFACTURES DETAILS. MANJ ACTRE6 DETAIL& NOTE, SHIM A6 NEEDED TO PLUMS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 JAMS (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3 3/4" r�ttnm To ALOM +a" ` � Ol/ TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744W78 FAX: 407-7744078 www.abdesigngroup.com AA P. 0003326 BVHDIV. Ae LOT ABBOTT PARK LOT #23 BLK #7 PMM10F w7w 04181.000-23071 MI[ODMDMt 4EAB "1672-ARIA" GARAGMB 9Wn9G: RIGHT PAGMD: DETAILS 160 MPH C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION V DE ON EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 1Z/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 23872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/Z2/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCtt 12/23/202.3 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 1Z/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/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 WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18694.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2026 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239SSA THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 239SS.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 22/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/Z024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/20Z3 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROLDATE: O5/05/2021 li N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M. 0003325 F auumV. Ac LOT: ABBOTT PARK LOT #23 BLK #7 PROJ>QCT 04181.00 23071 MODmL: 4EAB "1672-ARIA" OAl2AOIC E WMCI: RIGHT PAGZ: PRODUCT APPROVAL LISTING 160 MPH EIR. C PF"9wrt'ED CONTROL JOINT PLANS! OF CONTROL JONTS Td NE VANED TWO To LATH 4 V =MAX(VMvA bwm DO NOT FASTEN CONTROL JOIN TO MMLL EVI9+ P W= I WM BEYOND E'7CC@Pr STAPLES W ZM CACCAOMTTROL JOIN T m*• Xan O DWNS ]INSTALLATION —� FASTENERS TO NE SPAC1D`--7 • T = MAX VdITICAL.LT / Tula" 3 GOAT Color MASTER Wm LATER 12, FORTFOM OUILPM PAPER APPROVED META. LATH rMTE ED 41' (VBRTJ OL. MAX AT 61LIP ORTS WIND LAYER 4, STUCCO ~ u2oD SHEATHM4S Ar��� LATH SmTIeM MALL TH CLkilik U6 TNROUSH JOINTS OUT ME STOPPED PER ASTM CISSS PLACED PLAT KAX WTO S' FROM CONTROL JOINT WEN \ CONTROL JONT PALLS ON FASTBEM FOR LATH TO BE NAILS OR- STIEICIIRRAL STUD STAPLES IN COMPLIANCE RW ASTM CROSS 2. VANE TES TO NE (NO. M) OD4�' WINE / A OLOOKNS SINOMM MAY NE N AODITt7N \ TO WALL STUDS NEODUNED PER PLAN 71 O"M•' TYPE CONTROL JOINT OI IrOLD 11iW11 • R. A OPtA Iwlyc. L a.Aa1S a Pr.. L CRIMP a Pr. C OI FOLD NYMO • Pf. A L oIMAr . Pr. ■ FOLD 41 • ® IFOLD INY/p •PLA L CRLAW . R.. L CPOAr•rt.0 A FOLD PT. C OYM R. Sam" Kib" EK JNM 11414 — -T141a 4SAL 2M 2Q of APPROVED WILDNS M>RAP SMALL NE LAPPED A MNIMIM OF Or 4 VERTICAL LAPS (ROLL ENDS) 4 S' 4 HORIZONTAL LAPS. ALL SEAMS NOD TO TTAPW WT4 FORTIDER SHEATW LATH vanTIOAL LAP TO n r n n� FETAL LATH WINO LATE! -L 6%9= aRAP EUJ9.DN6� PAPER / 2 eeA.E. I vJ•�I� A �. r MN LATH L , 4OvlR ALL LAP bk2ZL SIDE LAPS OF METAL PLASTER DAUM WE SECURED TO SMALL FW" a ME'EIRS. THEY SHALL NE TIED WRH OA416-K (III-1" WINE AT NTERVALS NOT MONE THAN I' (2M-FMA AS PER ASTM CWbL ® KIC KO UT L POR REP" OF TEAM IN OM `"7°SO•WEARS YM, DETAIL Y MAY OI D UV40 MI WRAP TAPE PER MANIF. SPEC OR PEEL 4 on= OUILOMS PAPER C9 COAT CEMENT L LATH LATER 4. FORTIMMER >Ns PAPER SFEATHMS MOTA.L P4704 M (CLRM: STRAPS, STAPLES) AS Fam" � TO SOMM PINE/ WINE TO TRAMOIS am LATER 9, P PUP40M SIAWINS PAPER IWAL LAr.1 •SUS' SELF-ADHERMS M6'ERRE PLASWM OVER 4k4' 4744' OELP-AP E M FB'eRAtE PLAS1490 OVER APPROVED HOUSE ~. P1.ASHM4S TO E[t!!JD GMTO taw1E COW. DEAD OP SEALANT TALL APPROVED HOUSN~ AIR LTtLATION RAF~ OVER !ATHM•IS 1STOhEtlC COAT"a OVER STUCCO/ FINISH (SEE TUT WALL SECTION) SECTION PER C 10 Exterior use of porlland canes plaster shell comply with the application qulramerMs of ASTM C 92618b. Irestallaticn of Wed., 1.9er g end framire shell comply with ASTM C 1063-19a, or ASTM 1787. 4'.4' RLASHM4S rO F.o[TBL ONTO PIPE I' OR LESS PIPE CW AND OvlllLAP ONE SIDE OP—� SELF-APNORM MEMORME R A04M STEP h WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, S COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOrAUALL AL("EFED ZI 5'XS' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT n WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT ROOF PER ELEVATIONS i MIS wise r or PAL n.o on Ila.o.e, mJ(ox.na, nctr 0=411, F W a 4YLL NI.I.SCn" O"L" FLASHING N.T.S. .S. 4• ISMIMMINUM Wxb' SELF-ADIERMS MO'bRAE FLASHNS (COMPATN" W/ HOUSE ~ MATEMIAL) OVER 4h4" SILF-ADFE M MM•ERA>E FLASHMIS OVER APPROVED HOUSE WRAP. PLAOHNS ro � CW AND OVERLAP ONE SSE OF SELF-AID40" ME"RSRA E A.ASNtm DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER -' -' -'- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO' T WOOD OR 7/1roM ZIP WALL SHEATHING SELF-ADHESII/E FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 L56- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.774�4078 www.abdesigngroup.com AA #: 0003325, v sv'017 Z LOT: ABBOTT PARK LOT #23 BLK #7 PROJMCT# 04181.000-23071 MODRLc 4EAB "1672- ARIA" GARAGE 8WnM RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C 211 DwRTv: 06/14/21 8CALM 1/4"=1•-0" 919=T WA.1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SOWS) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO aE, X: L BOTTOM, 2. SIDES,. 3. TOP VEIN! CAP 18 TO BE GET IN BED OF SEALANT AT TOP AND 610E6 ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON MOVABLE FRAME AND STUCCO BALL GIDEB, Ys' CAULKING 0 JOINT I I AROIA I I PER SECTION FUOL7 Etdwla r IRV" afld olasleft BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing ' shall comply with ASTM C 1063.19a, WRD LAYER 1, or ASTM 1787. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WPM LAYER n, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) SHEATNING 41'ER 1, 0 WQAP 4YER 4, FORTIFIBER WOOD - CON6TUCTION �1-ETAL LATH 6' CAI VINYL CASMG BEAD W RAISED BAND x I 6' WDE STRIP SELF A"SIVE FLASHING, CLEAN MA60NR'1' BEIRM APPLYING Z PLA04MG STONE VtHEEIe OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1V ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE TwOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER $1, UNIT STUCCO WRAP POW ANUF. DRYER VTOPPLASTER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIRBER BUILDING PAPER SEALANT g DES J' THICK;, 3 COAT CEMENT WOOD SHEATHING YER 61, STUCCO W~ 6B DRYER VENT (BLOCK) Ya'TOY6'MIO-WALL BUILDINGPAP6RRTIFIBER WEEP SCREED M/E�TALLLLATT14 wow -1 C'"T WTION FM16M LLGOD 6' SELF-ADHESIVE FASM TO WOOD 6TIVICTURAL tIMIME e • T' = MAX FLASHING 6• u IU BUILDING PAPER OVER 'QUICK WOOD FRAMED uKe Tom° xecMl� n FLASH'IjF17 WALL HORIZONTAL WEEP SCREED = PIPE THROUGFI (FRAME TO FRAMES , CLEANMASON!'Y B@'OR[ APPLYING TWOURED SON�r 6' SELF ADHEGIv£FIHI FLASH1110 (INSTAL WEEP SCREED PER MAN. F. SPEC ®HORIZONTAL (FRAME TO BLOCK euIwNGPAPE UNDER 'QUICK FLASH' (A )VENT PENETRATION SCALE, N T.B. i rv_F IV IwG1rGIy= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/ElACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM M SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION HOUSEWRAP BELOtU ulRB LAYER #I STUCCO WRAP CUT SUCH TMAT O APPLY 60 MIN SELF-ADHERNG _ T MEMBRANE FLASHING NO GRADE ' MEMBRANE D' FEL ENT ERS, x, BO OVER APPLY TO FACE SELP-AD14ERNG EDGE ' FLASHING OVER APROVED HOUSEWWP APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 `UM LAYER 02, FORTIFISER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP 06 nELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 1111111 Ile eI Li i i i i i .) 1 UMDIV. I LOT ABBOTT PARK LOT #23 BLK #7 PROJECT# 04181.000-23071 MODEL: 4EAB "1672—ARIA" GARAGE OW MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAR � 08/14I EICALE: 1/4"=1'-0" a311111= WA2 WOOD SHEATHING Ex(. woos FRAMED 44 WRB LAYER h, StB-FLOOR IN DECKING COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE UAW LAYER nRE , FORrIFIBER P-EING'D TRbe ISARRIE01R WOOD CONSTRUCTION BUILDING PAPER 3i HAT CHANNEL %' THICK !COAT CEMENT pq VINE IS ARI R RESISTIVE PLASTER LLEATHSlR IE BARRIER n TYPE 'x' DRYWCLL = 6' S.AF. T S.AF, TOP OF WEEP SCREED BARRIER�,�/� TO SHEiATHMCs BEHIND DEEP 6GREED ���! �°'T �^� IE8 � FEEL 1 BTIGK WOOD SHEATHING �� a' POSITVE DRAM I �'x3' 'L' FLA8NING �\ WEEP ITIVE D METAL LATH FULLY EMBEDDED 1441 N. RONALD REAGAN BLVD. IN ROOF CEMENT WRS LATER 9, / • WOOD SITY?ATHNG --IN X LONG 407-7 4- 0 750 �' _ �.` METAL �� EDGE V PH: 407 - 74-6078 STUCCO WRAP i �� SET IN FULL BED OF FAX: desIgn44078 i' THICK; 3 COAT CEMENT X. GAP FOR BACKER www.abdesigngroup.eom PLASTER �\ DW WALL ROD 1 SEALANT SPACE PRi' MIN. AA#: 0003326 AM66-UPW =--,0m &2 . PL S WM WRAPPED DRY WALL , e FACET FROM DRIP FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE s `. •TOP OF WEEP SCREED TO SHEATHING BELOW ilaen•� ENT" i' THICK, 9 COAT VINYL CASING !BEAD y BARRIER M WEATHER PEG16TIVE 1 \ WATER tat BARRIER n WRB 01,LAYER No dAP na PKI-0 — PROLT°NG sa EXTERIOR COLUMN - `' , STUCCO WRAP (640M FOR CLARIFICATION OF SEPARATE AC.CROSOREe ONLY) P LAYER l2 LATER EEL 4 STICK) -.; a ONZATHWNG LEGEND Lb•, ; ,i :. : WRB LAYER n, FORTIFIBER . m BUILDING PAPER PEEL 1 8T1 �,SA FLABHNG DRAINAGE PLANE (WR5 Fwt',i' �S+�h::-<<; :y. I 6' SELF-A;DHEREING ® FLOOR FULLY EMBEDDED IN + T LAYER *1, STUCCO WRAP) �:... ULM LAYER 01, STUCCO WRAP �v , ; WRAPPE CORNER TLEVER IV X 3' 26 GA GALV METAL DRIP EDGE 02 WR5 LAYER (FORTIF I5ER — - — - — - — — AMICaMW o AMI.6.WFil1G_,� 1 Y"; 4' W POSITIVE DRAIN PSIGREED CANTILEVER DRIP 0 I K'XI V P.T. OR SI'WJLATer SET' IN FULL BED OF sEALANTA*MIIN. 5UILDING PAPER) OM1,166-.-wan„ EDGE WOOD( )PILLER CONTINr. SPACE FROM DRIP --___-_- GAP FOR SEALANT Y� TceS� AD METAL LATH x—x—x—x NO [%eP N FIELD OPT. BACKER ROD. WATER PROOFING lot (BFIOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 3' X 3' 26 GA. elALV. FINISH LAYER (2 LAYER METAL DRIP EDGE MODIFIED 8® 3/4 RESILIENT LAYER (2 LAYER PER, S STICK) WRAPPED FROM STUCCO CASING BEAD PEEL t etICK) RED `F BALCONY DECK TO DTL ® CANT 6, PER. a Afw�)f STICK. DRIP 81''I'� F"DF'' ARP mumii alkniA CANTILEVER i' mcK s coAT T , WOOp OR /lro ZIP WALL T l 0 A EDGE TO FACE TO TREX PLASTER SHEATH INCz SCALE, I I/1'.I -m' DECK 1,/8' TYPE 'X' DRYWALL METAL LATH r: GAP FOR SACKER FWAV<TUREMID I PANTED u0oD8HEATHING SELF-ADHESIVE FLASHING — — — — — aw— NOTE: Iljhd 341; P:1. OR SIMULATED ROD 4 SEALANT 4' POSITIVE DRAIN METAL LATH: LAIN TO BE PER SECTION �I SILL i' THICK, 3 COAT CEMENT M VNYL GAPWJCa 1lEAD PLASTER WATER PROOFMG W WEATHER RE®I®TINE VINYL COIII�R 18EdD (SHOWN CLARIFICATION OF Yf R103.1.1 / ASTM C - 84l -14a , MIN. 2.5 L 56. LAYER 12 LAYER PEEL F W BARRIER! M RESISTIVE YNYL cAelNr, MAD SEPARATE ACCESSORIES ONLY) i PER SQ. YARD (UTILITY OR NOMINAL BALL BALCONY DEac TO .,,. BANNER n caNTaEVER •• O BALCONY DRIPL41*O LATH DOES NOT MEET SPECIFICATIONS) im*STIC DE«M=rmRaEOOK, ZZC EDGE INSTALLATION ® COLUMNDRIP z SUB FLOOR EEXTEND OVER DRIP (W,/" L" FLASHING) WOOD CONSTRUCTION ®® V X V 26 GA GALV. SCALE, NT8 WOOD SHEATHING 9 METAL DRIP EDGE SET IN RILL BED OF WATT R RESISTIVE IuxboD (tREX LLE C VO ALNNT,)i' MIN01, SPACE PROM DRIP STU LAYER P 3/4 RESILIENT CONTNLI" FACE TO TREX BiUCCO WRAP HAT CHANNEL WEATHER ER RESISTIVE 7 rs' GAP FOR 2x FRAMING MEMBER RDD SEALANT WATER FROCPNG lot s COAT CEMENT WOOD SHEATHING vWXL CASING ESEAD FNIBH LAYER (2 LAYER PEEL 1 STICK.) LAYER (2 LAYER PEEL 4 WRAPPED FROM PLNICK WRB LAYER 4, FORTIFISER COAT CEMENT 9/4 RESILIENT BALCONY BALCONY DECK TO 2 IR' fA2 BUILDING PAPER I PLASTER41M3 HAT CNAN,EI. CANTILEVER COAT CEMENT -» FASTENED TO BHEATHm -I' I LAYER "I, 5/8, TYPE 'x' ORYWIALL METAL LATH ��s ,� • O.C. MAX. METAL LATH STUCCO STUCCO WRAP lmwu wl i PAINTTp I1JDOp SHEATHttNCs METAL LATH S 1 FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER S/S' TYPE 'X. DwrWALL WREXTURED 4 PANTED WOOD SHEATHNG WEATHER RE616TIVE LLRB LAYER �, STUCCO WARAP �' THICK 3 COAT CEMENT i WR5 LAYER "Z, FORTIFIBER PLASTER FINISH ISARRIBIR IryRE61StIVE s PLASTER i BUILDING PAPER J' THICK 3 COAT CEMENT BARRIER n a POSITIVE DRAM WOOD BHEArHING -ADHERING METAL LATH VINYL CORNER —BEA12 a' POSITIVE DRAIN ucxp a�-oeen PLASTER WEEP SCREED METAL LATH F LASH) LA�I-IINis _ N A THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP N RIELD No mAP N FIELD (SFIOWJ FOR CLARIFICATION OF WPM LAYER n, FORT ISER IB UILDNG PAPER I (EXPLODED IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCVA80RIes ONLY) GAP i CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A ORNER BEAD ® FRAME DRIP ZID DRIP EDGE O 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE WRBYER 01, WOOD CONSTRUCITON STUCCQ, WRA P ER RESISTIVE BARRIER 01 BARRWEATHIER 2 1/2' CORNER E3EAD WRB LAYER «l, FORTIFIBER muninv aK LOT 11 [PROJUCT# BBOTT PARK LOT #23 BLK #7 04181.000-23071 MODRIs 4EAB "1672-ARIA" GARAGR BTaNG: RIGHT PAGN: WALL ASSEMBLY DETAILS %160 MPH EXP. C WEATHER RESISTIVE k (FASTENER E SPACING 0 l' O.CJ BUILDING PAPERMAM C METAL LATH VINYL CASM BEAD 1}' THICK, 3 COAT CEMENT PLASTER J' THICK, 3 COAT CEMENT ; 5/8' TYPE 'A' DRYWALL METAL LATH PLASTER i WATEXTURED t PANTED FINISH WOOD EATHNG J V g GMu ' J' eICR3 COAT CEMENT HEADERABEAM FLASHINGv all YNYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP C NO VINYL CORNER BEAD PLASTER APPLIED WEEP SCREED v DIRECTLY TO MASONRY VINYL CASING,BEAD NO GAP N FIELD WINDOW FLANGE � 06/14/21 (SHOWN FOR CLARIFICATION OF BCALIE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK CASING BEAD @ WINDOW BIi2>CRT @aRIP EDGE INSTALLATION 1 B ( FRAME, NO BANDS -W-A3 Y,i GAP TYP J' THICK 3 COAT CEMENT GIooD SHEATHING CASING AT0 RIMS PLASTER METAL ATH LEGEND IX TRIM MEMBER WR3 LAYER al, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 42, PORtFIBER DRAINAGE PLANE (WRB WOOD SHEATHING CUILDMG PAPER LAYER 01, STUCCO WRAP) SIDING WRB LAYER 4, FORTFIBWOOF "ATHIW* ER WRB LAYER e2 (FORTIFIBER — - — - — - — BUILDMG PAPER i f; ` r;eN e WRB LAYER 01, BUILDING PAPER) METAL LATHSTUCCO WRAP METAL LATH x—x—x—x }' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER eLAYER STU WIMLAYER STUCCO PLASTER BUILDING PAPER tuccc WRAP WOOD OR 1/16' ZIP WALL io 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING VINYL ANGLED ExpLODEp THICK, 3 COAT CEMENT FLASHING OR PEELSELF-ADHESIVE FLASHING / STICK — CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; :--------------- ------------------------------------------------- --- --- --- - -- - - -- -- --- DRIP CAP 1 (CROSS SECTION) �' THICK 3 COAT CEMENT SEALANT PLASTER WINDOW FLANGE STTUUCCOO WRAPMETALr' ��' METAL LATH VINYL ANGLED O0t1eT10N eeroND .. ';' ., I CASING BEAD woad eHrATHr+o } ueAnaR RLel6nve !� �_ WRB LAYER •1, FORTIFIBER r+•'.:: eAlaemR E 1 BUILDMG PAPER ;s= p weATHEIR Reslenve I WINDOW FRAME METAL \ATN Y : r �' \ WRB LAYER 02, FORTIFIBER , ��� �C, LerelDen ` RyneHR+ 1 / BUILDING PAPER !' j' THICK 3 GOAT CEMENT PLAGHM �D f i UKAnM 110Mnve ,l ' PLASTER eta I E-Z BEAD VINYL CASING 1 ' SUM" eTRIP \ UFATHM ReeleTly! (W/�6' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING ;, °A a I 1 FLASHING i I `�` 61 � i DRIP CAP w r R AeHels WRB LAYER 01, STUCCO WRAP, I ja 6. ; WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE i CASING BEAD @) WINDOW 6' SELF ADHESIVE FLASHING 15c (FRAME, W/BAND) .� �` i WOOD SHEATHING / �� �, 2X FRAMING - MEMBER DETAIL BELOW EXPLODED ;- SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME --------------------------------------------------- f ---------------- —------------------------------------ ----------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT ' CASING BEAD PLASTER WOOD SHEATHMG META LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R1031.1 / ASTM C-841-14a, MIN. 25 LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER BUILDINds PAPER FORTIFIBER I WRB LAYER 01, ; WINDOW FRAME WOOD SHEATHING 1 STUCCO WRAP WOOD SHEATHING 1 UM LAYER @, FORTF15ER wow T°'�10N r eeLP-ADHeR6m 1 SUILDMG PAPER i wood 6HEAr4M ~•4°HN° { , I WRB LAYER 01, WAn4W Fft6TrA USATWR ti: 1 i' THIGH 3 GOAT GEMEN7 ! STUCCO WRAP eAM�R R L /DAJWAR � PLASTER ! ueatl�IR Rzelerlve v MIN. move raP i i WRB LAYER 02, FORTIFIBER " °Pec ` VMYL ANGLED i BUILDING PAPER r seLtiADHaaNa �RI^IlsI6Tlve I WRB LAYER 01, CASING BEAD .;; RA°NMO � , PEMT^'e ` STUCCO WRAP i METAL LATH VINYL CASING BEAD i erAlRreReR IP ' �� ' Y (EXPLODED THICK, 3 COAT CEMENT I 'R I 6' WIDE PEEL •STICK VIEW FOR PLASTER ' WINDOW FLANGE OVER FLANGE , CLARITY) OALVP MStAL � wean6ae Re6IeT" ' rANOW ���tix�+M _ DAIaaeR -1 To LAP ; E-Z BEAD VINYL CASING UX06. _ OF Ir R.46HelmOP I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) rw96'rLexleLeselu Pve /` , uidon;ml"m MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD ® RAISED+�'D`�1ND \ I I nAew6n BUILDING FLANGE t BUILDING WR P (FRAME) �_ °i ` \ GAP UCA"M ORAPPPWVW894-A+' WRAP 8�1�B�A�F �e,n.R RL WNR'-m' etinlweelMe ISTIve �Ierlve r KAX a Pvc 6.4d M ROD) ® SIDING GME TISAINtM �eTIvE FRAME FRAME /� E Z BEAD WINDOW C AS I N G 9 TRANSITION x 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-774407E www.abdesigngroup.com 6. AA #: D003326 a a oxmDrv. & LOT: ABBOTT PARK LOT #23 BLK #7 PROJECT# 04181.000-23071 moDELc 4EAB "1672-ARIA' GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C WRIMSETAIMNINKEER T —PROPERLY AUQNEO. VENT PIM M SEALED IF UIIL MM NNL IN PLACE ASPwursATu+AreOFELT SHOVMINA'G VANa:D USING I. 14 NAILS AT EACH CORNER. ROOFPlQ CEMENT SHt]u0 BE APPLIED TOKL 9NNGLE EDGES N:AR THE OEI—MEGEAND THAE PERMETER AS NEOPRENE BDDT - N SMATH GAIM SE OPENI IROPENNG IN TIE ROOF SHEATNNQ THE SEIAN A RECOMMENlEO IN SEVERE N4ATMER COASTK CONSTRUCTON ZONES. • ,I EVENT AMECCOR00NCEWTI IS CHART SHONN.IN THE EVEMAMECHAMCK VENT FAH I8 .t. H" •• :.�, •" ,�.';; ':� USEDRESEV W,DKNWINACWIDCE ANWTH VENT FAN MANUFACTURE'SCOMECT PINNi ON �}i�'♦ �' 'a, ONS INSTRUCT. 9E90R RAFTERS WiEN CUTI1NO TiE T '~ ::. 't •: � OPENINSINT R REIA� INTERFERINGENIW NMLSAROUI�THE PERIMETERTHE CPENNGHE TINT THENVUNGFLANGE OF THE VENT ur8 Fur ro THE ROOF 61EATNNG. SLIDE THE ASPHKTPIASTIC CEMENT TOP AN) SIDE RANGES OF TW VENT UP A-UNIER MOLDED AROlRO BI SE OF SNNMS.— THE SOITOM VENT PLM STO UY ON I I PIPE AND OVER FLANGE THE TOP 4F THE 3NNGLEs. �e ROOF HOOD VENT DETAIL IMP" POLO4 HOW® lum P At H4 YD Snb WALL STEP 1 M.NX I RJWNDVN OW r EE.GILL p.DeeLE PLAItl+Pn DO 14M SlAL BOTTOM PN STEP 6 STEP 7 ALM PLASIINS uV W. /!m/ Q NLL RA IlifficAmr-ALLY MXM (CAP N4" STAMM) WALL OUPONT A T-0 POLO NOWNRAP Dow A TAPE DIAAONN. CUT ACRM HEAD oP PLUMBING VENT DETAILS Wurmv— INSTALL r' WIDE AP141 t - HACImD PLDOlLE R.ANHW MAMMAL OV W DRIP CAP JONT (PRDIIGTO4~ IST-sDd s NOW) `"k;o STEP 8 ``k§-Io WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 w WIDE VALLEY RASNN 685 OR HEAVIER Rc UNOERIAWENT ASPHNLT -•� CEMENTS CEMENT NO fASTNERS WTiN 8'OF CENTEfdJN: XTN FASTNERS IN ENJ OF BNNOLE TENDENDSNNXE AT IEASTITSEYOND VKLEYCENTERUNE CLIPPEDOFF CORlER AT 180EOREE FROM UK CENTERLINE L R b TIM CONTACTOM REePO SIDWY TO VERPT ROOF VALLEY DETAIL NNEA. S """°N° lmrH m A04M MAl"ALJ) IN Woo COIMTRNCtILN, . WALL ALL HATaM" PER HAM! ACTUMIY wmrm eP'q."voNS SEALANTS MAY REACT ADVERlELY F NOT A ELE C.I.EAN AND SEAL J" TO SILL JONM WITH W IMYJ POLLCWNG ID " LETION OF RETPWRT WORK REPAIR SCHEME SHOWY SHALL DE MJ51EPITED AT ALL WM" WITH EVIDENCE OF WATER NTRI010N DELOW THE WIDOW OPENING NTERIOR PERIMETER OF WINDOW WITH APPLY ON WU (O EGLY.) SEAL.ANI t W.oQwCl'Y Jow RJND APPLED PLASHNi (LAICO Rcr OR SGUALA SLOPE SILL TO 0 NQaL t R b THE CONTACtgM PdMPCNMLTr TO V0119-Y TE O"ATNELLRY OF ALL PRODUCTS WMAZI0 9 SNALANTS 4 M.P-ADHERM FLAMM MAM AL & WOO DHRm CON6T.lCTIDN L PLA94M AT D(ISlIOR L04DCM AND DOOR OPINUM NULL 00 PITALLRD N ACCORDANCE WITH M,ANIFACUMMI M WITALLATICN SETRUCTIONS AND APPROVED MFMNOD U OF MC RV3A U N ACCORDANCE WIN PWQ* ItATION MAMfACTUlRY WALLATON AND K ASHN6 MrtRICncw& W2El1lYh MAY REACT ADVBMELY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCA JL Nm 1441 N. RONALD REAQAN BLVD. LONQWOOD,FL32T"0 PH: 407-774 3078 FAX: 407.7744078 www.abdeslgngroup.cdm AA ll: 0003326 Ta W� D 6 aunDIR & HAT: ABBOTT PARK LOT #23 BLK #7 PROJEOTIP 04181.000-23071 moaE>� 4EAB "1672—ARIA" GARAGE BTrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IID� 06/14/21 i�lWA5 -2x6 SUB-BANb W/I'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK 'EXTURED 4 ® WOOD XTURED 4 ® CMU METAL FASCIA WRAP 1� I� 2X6 " BAND L FASCIA \� Y6' FROM :;O, I' FROM > WALL RIOR WALL ` ME OR CMU) NOTE: NOTCH FOR 2X(o ` ©FLAN B 1/8, TEXTurgw PINION . wDOD, VV TEXTURED PINI644 • CMU FETAL LATH k\__OD WO&EATWINO opt cm WRB LAYER 4, STUCCO WR4P(FRAME ONLY) WRB LAYER $2, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND ONLY ` FOR KICK OUT REMOVED RITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL ` NOT INTO STUCCO) \� i ``'l/S' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH A CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 ` END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x - x x x� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x r- ,r x x x x x x x x x x x x x x x x x x x x x x x x �. . x x x x x x x x x x - x x x x x x x x x x x x x x x x x x n x x x x x _ , SUB BAND DETAIL 0 WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 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 W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT So ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 000332E I m r k 6 >9ZJHDIV. Z LOT: ABBOTT PARK LOT #23 BLK #7 PROJECT 04181,000-23071 MODEL 4EAB "1672-ARIA" GARAGE 8WDfG: RIGHT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 8CALE: 1/4"=1'-0" 1 _� 0 FOUNDATION NOTES CONC. AB a q FM-12X18 — — — — — — — —i� 3 • I— FM-12X12 4" GONG. SLABSiLL5IN - I� - +3 ,/Zl ioF-2X4 � 3-28-4 ' "lot ,o a i j; 1A 4" PVC CHASE fig I . ct OF IS' °D T�OP I SLAB P+ 1" PVC CHASE FOR ELEC. Q ISLAND LL I i 1A 1 % i/ I• J� 1 � Ii� i bi uF'i ao i Z CL v 0 0 0: I 4 r` a —EXTEND I I SLAB 1 1/2, TE 1__--- _�___ — +5 1/2" v N I I 5 I 2.,,, 18'-0" 2'-W 1 T-8" to 1. 1A W �I ' �I LL TEND O S ' --- @ FM-12XIS • CONC. SLAB 1 1/2'• y ,A 2 )4" l SLAB a a�I • • I (�-3 v2" I S Y I LL I ,A 1 I 2 to I FMC-12X18 1. 1A 1 MC- 47,/T 4 L_FM-12X18 J 12XI8 _ FM-,2X18 _ F11F•12(12 FOUNDATION PLAN SCALE: 1/4" =,'-d' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0%0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WBJDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 I.MINDICATES 05 BAR, ®INDICATES 06 BAR,■NOICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm= 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER }OF SLAB SUPPORTED V-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7,h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITYBARS 3CG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" (2)#66 FMC-1208 1T CONTINUOUS 1w, - (2)#5'6 #51N CURB VARIES F-24x24 24" 24" 17' () #Vs () #5 • d'-4" FM-12xl2 17 CONTINUOUS 17' - (2)#5'6 TE-1 8" SEE PLAN S" - (1) 'a _0•_d• .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 [ p- mill ib etMDIV & LOT: ABBOTT PARK LOT #23 BLK #7 PROJW T 04181.006 23071 HODRL: 4EAB "1672-ARIA" OARAOE OWD170: RIGHT 1 PAOX: FOUNDATION PLAN 160 MPH E . C B� MIN. EACH WAY _ L MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • �!y CELL SEE PLAN FOR SIZE AND d p SPACING REQUIREMENTS 3 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ', I • . : - o_•• 3 .1--- GARAGE DOOR rz RECESS i L�FM w �' :'�•.. w 8" CMU WALL 8' CMU WALL 1 A CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH $ °' y +-D-a�: 1' Q WAY AT ALL CHANGES IN DIRECTIONS '- TOP OF SLAB ; TOP OF SLAB I ... Sp THAT THE STEEL REINF. IS CONTINUOUS f" M MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE EXT. PORCH SLAB 4 BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) JJlt A , 'y S - SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB CHAMFER f a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET T:p AT ELEV: W/ 1YP ISOLATION �'--`-•' 8' CHAMFER (2STORY) ( • • #4 I.. JOINT WHERE 4" (I -STORY) W/ 1/7' ISOLATION 6" CHAMFER (2-STORY) D". APPLICABLE) sEE scHEWLE z #5 JOINT (WHERE, APPLICABLE SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36" i FOR WXD, SCR SIZE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTTY AND SARCUANTffY k NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE: 3/4" ,'D' CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3l4'=1'-0" 4 SCALE: 3/4"=1- (1) #5 REBAR VERTICALLY W/CONC. POURED CELL LAP TOP PLATE A MIN. OF 48' 8 CMU AND NAIL W/ 1 COMMON �_ #H [El w NAILS, 2-ROWS, 4" 0!C BTM. VERIFY HEIGHT , i14REBAR �24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/PLAN � 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING s� o 2' CAPPED I NEW REINF. BAR WALL W/SYP No 2 STUDS SEE PLANS FOR I GALVANIZED PIPE WIFLANGE BASE SECURED WI 2- PART 55 EPDXY. MIN. EMBED SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 112k9" WEDGE ANCHOR W/ Z' TO BE PT. PROVIDE DBL. TOP - n 3 8", UNO 5 I WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. 0 18' OC • •'°_• 4 i Qo FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. § SPECIIFFIICATIONS FOR BTM AND TOP PLATE >r 4" CONC., REINF. VJl § - '.1: '" I AND ANCHORS Wl 10dz11/2" • 8'#10WET4 ON MIL POLY ETHYLENE SECURE PREPARATION OF �J � 14• COMMON NAILS FILL ALL w VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" TAPCONS HOLE. HOLES, DO NOT USE 10d • a • �� 1'a WELL-COMPACTEDjj�� x 3' SEE SLAB SCHEDULE A CLEAN FILL TERMITE $ p} TREATMENT SHALL BE •. ' {1: f° SORA-CARE u 1 41SSS �� O• . . .S. ' (2) CONT. #4 REBAR 4CHAMFER (1STORY) " . —� .� . •. f 8' CHAMFER (2-STORY) 4.�� 4 ! (2) #5 REBAR ON CHAIRS ° + 12" MIN. DEPTH IN1T0 2,000 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL COMPACTED SOIL Ea. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN T-0" U PER PLAN BOLLARD SIZE FOR VWD, AND BAR QUANTITY 5 ADDING BAR TO EXTERIOR MONO DEEP SCALE 34'='� MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/BLOCK WALL 6 7 SCALE 3/4"=,'� (W/UPLIFT) 1A 6pA�:�,•�,-0., SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' —y LAP TO OCCUR OVER STUD OF WALL W/PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE PROVIDE DBILL BE PT. TOP PLATE SECURE BT. PLATE TO WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 3 SLAB W/10d MASONRY BTM. PLATE TO 8E PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAILADD O/C STAGGERED. 18' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL w CONNECTORS NOT41r REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO �+ 8' CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. POURED LINTEL CONT. (TYR) F, SEE SLAB SCHEDULE 8' CMU FILLED CELL (TYP.) b :' TOP OF SLAB I•' ZX WALL FRAMING +- D_„ SEE SLAB SCHEDULE S LAB CH DUL EE S S E E 1/2" DIA S SIMPSO T82 BOLTS 6" TOP OF SLAB ..�. .- + 0'-0' i ,..Y. MINIMUM EMBEDMENT INTO ° 70P OF SLAB • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX - •," POURED MONOUTHICALLY WITH _ FOUNDATION AND SLAB ' ,!•+T� SEE SCHEDULE SEE SCHEOULE FOR MID BAR SUE EQ. EQ. SEE SCHEDULE 'ORWxO, SCR SIZE AND BAR QUANTITY AND BAR QUANTRY FOR WzO, BAR SIZE n AND BARQUANTnY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION $ SCALE: 3,4"=,'�' (NO UPLIFT) sQALE: 3/"''''9' (NO UPLIFT) E 10 SCALE: 3/4"=1'-0 11 SCALE: 3/4"=1'1Y' li N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdealgngroup-Dom AA #: 0003325 Y qy v 1Plt0J]DCT# VHDIV 89 I•oTBBOTT PARK LOT #23 BLK #7 04181.000-23071 MODIM 4EAB "1672—ARIA" GARAGE awnim RIGHT PAGE: DETAILS 160 MPH EXP. C JUN DAT : 06/14/21 SCALE 1/4"=V-0" >lI; W= S1.1A d N. RONALD REAGAN SLVD, LONG WOOD, FL 32760 PH: 407-774.8078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 a yQ6� m IY a EXMDIV. as LOT ABBOTT PARK LOT #23 BLK #7 PROJECT 04181.006--23071 MODEL.: 4EAB "1672-ARIA" GARAGE BWnTG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = l'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FUR. �, ;•4 .' .y • TIE RTICAL REBAR .�. b • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA #3 181. #4 24" M #5 30" #6 36 #7 4r' HORIZONTAUVERTICAL REINFORCING I SCALE: " STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS W 8" CMU WALL _ • TOP OF SLAB : q' , TOP OF SLAB A 4 ••' EXT. PORCH SLAB ' SEE SLAB SCHEDULE 4"CHAMFER (1STORY) BARSIZE 46 BAB DIA. q . •q �, '.. %• W/ 1/r' ISOLATION 6' CHAMFER (2,STORY) 4• . JOINT (WHERE APPLICABLE) MATCH STEEL #4 24" B' PVC CHASE s H REINFORCEMENT REINFORCEMENT PER SCHEDULE 36' 38' 6" PVC CHASE THRU FOOTING THRU FOOTING #7 MATCH STEEL REINFORCEMENT SEE SCHEDULE FOR MD, BAR S2E PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" #5 BARS 1-01-1 E 3 t' P Eg XX' CMU UNIT DIMENSIONS b ARE NOMINAL SIZES �/� MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.a bdesigngroup.00m AA #: 0003328 screw as LOT: ABBOTT PARK LOT #23 BLK #7 PIZOJEC 04161. 0 -23071 MODRx� 4EAB "1672-ARIA" OAV-401C 8WING: RIGHT PAGE: DETAILS 160 MPH FA C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8SM, .177" " x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8♦L'RB lRm REMARK I Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM/ S.O.L. = BOTTOM OF UNTEL / 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 ( P-I) SIZE WH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3DOO 8.8 (1)iS N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 o BFi6.1 TIOM/OB 8F16-lT/0M 8F18.1T/OM/OB------------------ --------------- mi ------- I 1 1 q%% p 2 o� 9 1� �% I UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'4', UNO. I '® +g o 4 o 8RF14- % 1 1T/0M/OB o 1 0 5'4" O 1 1 % 1 1 % 1 1 1 1 %% ! 1 % 1 ! � 1 8F16.1T/OM10B ! 1 Bf8- 1 TIOM/OB ------------- LIFT BEAM PLAN SCALE: 1/4" = 1'•0" i N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 Y aulwiv. as LOT ABBOTT PARK LOT #23 BLK #7 I'M ROJECT04181.00 23071 4EAB "1672—ARIA" ARAQE SMMO: RIGHT [160—MPH GE IFT BEAM PLAN AND NOTE C Dw 06/14/21 DIEM" #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1T HOOK ao' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR81"" 1. PLACE LINTEL ACROSS TOP OF OPENING. m 1#5 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND .0 / AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH AftBAR IN EACH COURSE. TYR 6h16' b G� 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 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. � o / �� BOB DBL BOND TOP OF / 2 6 BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE • f- 8x8 BOND BEAM TOP OF • �"�'RP' F FILLED W/GROUT W/(1)#5 BAR BOND BEAM = f �\Gt�� U =UNFILLED GROUT SOLID FROM T NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, T FILLED LINTEL. BEAM COURSE SEE NOTE 5 g �+r 16_1T/1�/c BxS PRE -CAST CONCRETE NOMINAL�� LINTEL W/ (1) #5 BAR (L2) HEIGHT # OF #5'S, TOP S LENGTH OF BAR = WIDTH OF MASONRY OPENING - Z' IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1Tl1M OB INDICATES ADWBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE:34"=T-0 AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER IT IS THIS ENGINEER'S INrENT AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS T P LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL BOND BEAM AT HIGHER ELEVATION 2X4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW SIZE .300 MIN EMBEDMENT 1 V4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-114' #5 BAR BENT AS SHOWN EMBEDMENT PRE -CAST .3144" WINDOW 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 6' 1p, ,�e SILL FROM EACH END AND 18" 71 'a SLOPE O.C. MAX. MIN 1-1/4" § EMBEDMENT OPEN FACE SHELqlN 2x6 (MIN 2 X 3) 2-3/16 AS TO ALLOW BE TAPCON OR DRIVE PIN (MIN BAR TO BE PLACE SHANK SIZE.145 MIN HEAD SIZ .300 MIN NT 1 2X4 SOLID BLOCKING UPPER AND LOWEMIN. REQUIRED IN BOND BEAM S" FROM EACHEND 1/4'1 SECURE TO SHEATHING W/ EACH CELL HOOKED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2-12e PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' O6B SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3l4"=1'-0" 4 SCALE:11/2=1'-D' S SCALE:34"=,'-0" PROVIDE 3" DIA. HOLE IN LINTEL 60 THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. .31 ISINGLE #5 CORNER d BAR, 3Ox30 TURNED UP g. I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I U - II I�Bx8 II CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. / AT EACH SIDE STEEL REINR OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE. 3/4"=1'-V SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" d N.RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.174-6078 FAX 407-774.4076 www.abdeslgngrou p.corn AA #: 0003325 stmEiv. ao LOT ABBOTT PARK LOT #23 BLK #7 PROJU 04181.00 -23071 MODEL: 4EAB "1672-ARIA" GARAGE OWING. - RIGHT PAGE: DETAILS 160 MPH fA..0 "LOTTS 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 SAFPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 d60s a 1T 1T 1TAB 1T/OB iT TYPE LENGTH � PWN � SOL ID TYPE LENGTH f161T fn41T af101T 4FM-1T 8/J61T t�1T MID wile MIT/le 1Tn lvl ITn agar me am ar e104.?7 VA-2T 6132aT SW PRECAST 1498 M5a 31/4 4217 5as1 642e 7N1 3'-8• PRECAST IRIS 1024 V4r PRECAST Im3q4 43M e1� M82 70M am M13 am 7708 0031 10000 15eM 3524 4394 M Mat 70M 4'-0' PRECAST 1065 700 23M 3125 3M5 4706 5587 4'4• PRECAST 514 mfor PRECAST t80a 30I0 U15 4870 Magile 1901 M1a Tin e524 7a27 I M 138a 30e0 U15 4570 5s25 WM 4'4• PRECAST 819 533 ITM 2400 MU 3aM 4a00 4,-S. PRECAST 398 591 V4r PRECAST I207 2582 sera 4Ma 4711 wo 1= 94 7547 GM 041 75a5 Iw 2707 5875 4M3 4711 537e S�• PRECAST 931 7247 190 M81211 DIMS 42K PRECAST 411 411 8'-4• PRECAST 10" I= 2374 2044 3513 4064 Isle 4400 VIM 7342 FM MS-4• 1016 227e 2e36 D3MM 30M 4064 s-10' PRECAST 617 lam 1f31 2090 25e 3000 3470 5-10' PRECAST 340 3� SAW PRECAST m 1MM 1e71 2443 2015 8387 11M ma" f03f am 5776 em 20e0 2eMa 3107 DOW 4133 8'$' PRECAST an1190 7130 3227 3031 SW4303 50M �� PRECAST 410 m 8'$ PRECAST m 1201 Im 7955 2382 270e 3227 4008 7054 10M0 ee28 I= 2320 27M0 =I V12 T-8' PRECAST 570 m2409 2206 2IMa 3191 3eee T$' PRECAST 303 594 Tom' PRECAST 716 Moo 11M 1402 t749 2025 m 24N 3406 48M 70P 64n n7 104 2M5 2428 2M27 322M W 4• PRECAST 428 033 I= 2204 24M 20`18 2M ww PRECAST 192 384 W-C PRECAST 454 588 m DO 1I20 11310 m 1674 22118 =I 4M 4090 5n Isla 1643 19M 2104 2M9 10'$' PRECAST 388 4W 1247 17W 1904 2168 209e 10'$' PRECAST 151 301 10'-0' PRECAST Dee 40 M2 755 m1042 DID HOT Ie07 2781 3222 3754 5M Ilso 1472 17ea 1710 1MM0 " 11'-4 PRECAST 330 544 1312 1742 2212 M3030 11' 4' PRECAST 132 417 " 11'-4 PRECAST 430 40 no 953 777 W2 544 1312 1742 2202 23aa 31152 40 1M2 1872 16W 1470 1710 PRECAST 308 507 1210 18M8 2048 25af a1M 17-0' PRECAST 111 370 12'-0' PRECAST 383 Dee 476 w m mI" MY 12to 1596 2DI8 2sea M71 440 MO 1a00 7560 1814 /476 13'4' PRECAST 270 4s8 1045 IRIS I732 219 2685 13'r4' PRECAST 82 298 13'�• PRECAST 308 308 US 4M 575 on 414 1040 130 Im Me 20M m 7e0 I057 1312 1071 1208 14'-0' PRECAST 25'4 sea 978 1272 MIm M279 PRECAST 71 M 14'-0' PRECAST 218 300 443 m an m m1272 MI= m14'-0" 87e 717 MM 1IO2 DID 1133 14%S' PRE8iRESSED N.R. NR NR NR tat NR iR 14%r PRE81RE88m N.R. 283 14'-' PRESTRESSED 23e 422 M M74e sea 4� lam 1420 IOU U1 7 2712 24e aM 9I0 UV 1474 I775 1S-• PRESTRIMM N.R. NR m rat tat NR NR PRESTRESSED N.R. 252 IV41 PRESTRESS® 224 3f7 40 574 aM m412 IOU 1340 1708 2110 2513 230 on Moe 1134 1363 Ifn 1T-4• PRESTRESSED N.R. m "R M "R MR NR 1T-' PRESTRESSED N.R. 183 1T4• PRESTRESSED IM m451 Met m300 eye 1121 1413 173D 2047 102 50a n0 ml 1136 1312 PRESI ESSm N.R. NR tat NR rat rat NR 1W-4" P{ E87RESSED N.R. 148 low PREB IM Zee 340 430 513 M235 in m 1200 UP 171e I68 420 as MID Sao I= 21W PRESTtiiE83ED N.R. tR NR NR rR NR NR 21W PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 me 808 DM 40 527 ISO ma3I Im 1158 I'm 142 D73 I sal no elf Ma 22'-0• P 33ED N.R NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 118 2Z-V PRESTRESSED 226 2M0 3s0 42e 407 Ifs m 784 M I= I3M IV sea M3 eye 779 OW w4r PRESIRF�p N.R. NRNRNR NR NR NR 24'-0" PRESTRESSED N.R. 91 M0 PRESTRESSED124 I74 24e Dos: DID 41f In 450 6M am M1147 124 319 40 sM eel 79a -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES• BY QUALITY 2018 EDITION, LOTT'S 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 SPECIFlGTION8 - 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 d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.a bdesigngroup.corn AA M 0003325 04 aveDiv ae LOT: ABBOTT PARK LOT #23 BLK #7 PROJECT 04181.00� 2307 bwDEIe 4EAB "1672—ARIA" GARAGE IsINMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C E6/14/21/4"=1'-0" 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 10 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1GA 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LWTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 014", FINISH FLOOR. UNLESS NOTED OTHERWISE. 7PA= MMUFAC7URER / ENGINEER N0M: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIND 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. CJt CJ3 UM 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO U U U BRACE TOP OF WALL. I1r�n- EJ7 Imp I I iu n n ATTACH 4'-0" LONG 2x SC1AB TO TRUSS W/ 10d NAILS 0 6" O.C. I I (4" FROM EA. END 7A9G m ss6 saasa � zee a ssm=a a = xss= s = _� a �mmzaa�:alss�smases mmsm.as�aaa�s ss®sss - --- smsez:�as�� ---- =-aamemaa�ssaazs lai=as�a �amm�a�a�=�: =�le�eJ�: aasml:=tea:z =®ss>�m:=�=�swmcm ti� �g aaasamsas�:�sssawes�=mews:= ss�ss=�ssas: sss�ssa��ps �aas:am�sssw¢mseaxss�azgswa�x 111I11111111m�sa® .®avv�as�s �.�®sm�av®�. slam.®.s�sw�I:l mm�sa®tea vi=�mjsv mvPm®a�a�a�� ��aaaawmmw.}m::�:a�:a®a W ��mvvjsm�,t'smes` as®�s=v 1A �msosv � � / aawm�an� �P �f a TPA � 9av� �I ie ssa�m/tea ma v slvs s a zam<m�mPm®a®P�tzaawae.�� �mYev:m amm�a>ma¢miz®za�az®=¢ .�maa�a�smaae.m T. �.sals mra®m®.aa.�l as®mm®a,Pa. �. A2 ml�.aaaa 22„x�" ATT .sv�aaee�asms.sa�a� ®m I ACCESS laa�ss®a � a�g yam: A4 a�meTlIss�mame:a�®s m ®�®aP vs�rPmsa asmoumzl�:tea .®ma�m:ssaaw aa�ad® earw �a�®m®. ms®sa®vet:..®: A5 IA8 1Am� m aiT m A7 4 ASG .v®mv a® �� 0 �r7 � H An swmma q ry m 1ms m7 1A I tl N N II � N R a n n n IV 1A IpI Np 1p N 0 89 B EJ7 r r_c a0 r FRAMING PLAN SCALE: 1/4" - V-0" U U U CJt CJ3 CJ5 1A 9A CJ5 0 CJ3 it CJ1 y✓� 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.com L AA #: 0003325 LAAm y py�` To tiff C a }yp�� 3 4I F mo OVSaIV. & LOT: ABBOTT PARK LOT #23 BLK #7 PROJEOT 04181.006--23071 MODEL: 4EAB "1672—ARIA" GARAGE OWING: RIGHT PAGE: FRAMING PLAN 160 MPH E3R C A{,) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10dx 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4, 5', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-0 OTCH DEPTH 1/4•D O OLE EDGE >5/6' I' OLE DIAMETER <215•D SGL. STUD OUTER 1/3 OF SPAN ONLY ,---HOLE EDGE >5/8' BTM. OLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS ZV O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE NOTE: APT SYP#27'x 4% 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOW14 REQUIREMENTS. 1—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HO TO CMU AND (12) BOB *'x 2 J' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FABCIA (21 J' x 5" TITEN HD TO CMU AND (18) SOS j' x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W! (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) �' x 671TEN HO TO CMU AND (18) SDS J' x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) BEAM EAM GALV, COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12' O/C SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 14'=1'-0 # 1100 UPLIFT SIMPSON — HTSM20 WM010d TO TRUSS AND (4) 1/4"x2lX' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND 14)1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3)'X' BRACE SECURE 2x PT. PLATE BRACE 0 CENTER TO BLK W/ 1R" DIA. sa^ MAX (wiixa) (2) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ oR 1aa' MAx M/ax4) FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 5' MIN. EMBED. AT 32' OC lx4 DIAGONAL SEE ARCHITECTURAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO N8 BRACING, SEE P.T. P.T. PLATE W/ 12d's S' PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX i MAY NOT BE TRUSS ENG) 2x4 SECURED W/ y REQUIRED (2) tOtl's C EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. j_ WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 5-0" O!C SEND WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSEcnoNTYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34' 1'7 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-U' i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-5078 FAX: 407-774 4078 www.abdeslgngroup.com AA #: 0003325 1 44 stnmrv. de IAT: ABBOTT PARK LOT #23 BLK #7 PROJECT 04181.000 23071 MODEU 4EAB "1672—ARIA" GARAGE 811rING: RIGHT PAGE: DETAILS 16 H C 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 5TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) ., BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" -— — SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRALGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RIJN 12" O/C AND APPROVAL 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"=1'11' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O O SHEATHING SEAMS)(BLOCKING TRUSSPRE-ENG'D D GD WOOO.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY U' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 0 W-a' O.C. MAX. GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngmupmm AA #-. 0003325 jQ� b 4 � Q LZ f. GABLE-EW �'� xF-� HIP RODE LPL ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e : 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-O" END ZONE DISTANCE BASIC MIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: 1/- 0.18 ROOK OKP N19 M FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/37' 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 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2IP2" 0,131 F1667 SCR 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/6' 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 2316' 0,113 F1667 SCREW -NAILS RSRS-0O HAF ILK UH IRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & j 3 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. I, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING RQQF'BHEATIJIM ATTACMA M8PA01N0 ZONE 10d NAILS U 4' O.C. ON EDGE AND 6' O.C. IN FIELD NOS' GABLES -DROP GABLE END & (1) ADD'L DROPPED 2 ZONE 2e, 2n, 2r. 1 Od NAILS o 4" O.C. ON EDGE AND V O.C. INFIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 3,3e, Sr. 10d NAILS @ 4" O.C. ON EDGE AND V O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING Q 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ PROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Stl RING SHANKGUN 4AIL60P'O.0 I' TOPE 00TfOM EDCE� JP FXT Q z ems• wa B - 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#S 7' DECK SCREWS 06'-8" O.G. MAX 0 EQGES & 12' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS G 'NEW ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33/033M. MAXlk0JM AGGREGATE SIZE SHAD. BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2D20, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, Act 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, TMS 4021602-10 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-NIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLPBS-0GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AM SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVETAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICALAND FORM'YMM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE. THAN A" 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 EXCLUSIOW FROM T HM PLAM 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 STRUCTURAL.DEPENDING 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 #2. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDM WIRE ASH" 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 A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITHTHE W� TRUSSES• THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION E AC I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAI S SPACED T-0' OC EA H WAY. R C TORE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE iHICKNE35 i0 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 FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE, AND RUST AND E CA S PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A4401A446M, 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 TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS E S BJ NG S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 PSI TOP CHORD -non -Gan nt REVIEW. TOP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD non-cancerrent #5 BAR - 30' #7 BAR - 4Z' TRUSS MANUFACTURERWILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 pst TOP CHORD 17 w/ SHINGLES) 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. CHORD 10 psf BTM CHORD 5 Est BTM CHORD P 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WAIL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST NAND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED MPH 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 020) (ASCE 7.18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) SUSECOND0,RI INTO INTERSECTING WALLS AND HOOK AT ENOS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psi, 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: GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO 39ENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR 8HALL OM:NFI4 VEHICLE GARAGES: 50pa}, ROOMS OTHER THAN SLEEPING ROOM: 40paT, SLEEPING ROOMS: 30ps1, STAIRS: AGE N SLEEPING : PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pst MASONRY• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY A THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR 312E BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR U OF WINGSREPRO SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BDND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-178, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS 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 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDAMW SITE PREPARATION" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DOO psf, FOOTING TYPE "M" OR "&' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED 70 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 CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A 6/ - 3 E 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MXPRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 41-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1318 AND ASTM CM94M OR MEASURNG, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHAD. BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS). B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: i-1YT FOR 05 AND SMALLER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1Q" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 3 A36M, Fy - B W FOR ANGL S, PLATES, AND W-SHAPES, STRUCTURAL TUDING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kEl. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE 8, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP 014 SIZE TYPE 6PADNG REMARKS APPLICATION Sm TYPE BPADNG REMARx3 ix2 PT RJRA No TO CASE HARDENWOOL GARAGEOOORBLGK 11d"pA TAPCON MASONRY a"O� r1•EMBED., O"ENO DUST., MASONRY ICONC. NAILI1 LONG. TOMAEONRYICCNC. NO WASHER iASTETfR IIo'EDGE MT. BCD, AL. IXT. OODRS G49EHARDENW COIL WINDO-.NRFASTENW GARAGE DOORBDCK "DA OR IWABHER EXPANSIGN BOLT iC OIC 13/E'DA 1 d"EMBED.. d"END EST., Pi, BEE NOTES, NNL11Y1'LONO. G$ 6TAGGERW INTO MABONRY,LONO TO MASOMVYIDONC. 2d"OIC(11YDIN 3'WGEDIST. wINDOW DASEIURDENEDcoa roc WINDOWIDOO.FASTENED -Al STRApTo CONTACT THIS ENGINEER FOR SPACING . PT SEE No. Nall ur LON3. STAGGER. INTO MAsoNRrKONc. MAsoNRr 10.- REQUIREMENTS EXT. SWINGDOOR (2)3I18"DA. "TAPCON" I&OC 11rz'EMBW. 1'END NON6EARING WOOD LIT EXPANSION Ii" VEMBED. d"ENp BMCN 2, PT, 6EE NOTES NO WASHER F1-1 DBT.1 VY' EDGE DST WALL TO CONC. SLAB W/ WASHER BOLT DUST., 3' EIX3E DST. P2z PT WINWWBL'G( 0.138°PPFx21k" S"Wc <"END GIST.. 11/T' T TO BTEFL CIX.. BEE NOTES yyI WASHER 6TAOQHiEO EDGE DST, 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 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 S. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.corn AA #: 0003325 P a i:l F ABBOTT PARK LOT #23 BLK #7 PR,OJ�CT 04181.00�-23071 Monet 4EAB "1672-ARI9" 4Al2ACiE BWDM: RIGHT PAGM DETAILS 160 MPH EXP. C • w © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7Q STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS 7 FASCIA WOOD BOARD BY OTHERS SOFFIT 1Q J-CHANNEL 8" MAX. DETAIL A r2, FASCIA 1 O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @—L 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT e„ WOOD BATTEN 10 STAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#6X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. �, MAX.—sl 6c— DETAIL DO STAPLES INSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 3Q J-CHANNEL-" I" � r%=r A 11 C J—k_, lPMlVI'4CL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'L' SPAN'L � BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BY OTHER EMB. WOOD BATTEN 11 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN @ O SOF INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL- 8„ DETAIL C J-CHANNEL BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. HEAVE WIDTH `-EAVE WIDTH 375 .375 (ROOF OVERHANG) (ROOF OVERHANG) ` .49 3.625 o--3.625 3.6 �5 CONCRETE; .08 .038 Nl�(NOTEA) CMU OR WOOD 12 CONCRETE; CMU OR WOOD A SOFFIT SEE DETAIL'A' SEE DETAIL'E' OFFIT� SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) DETAIL EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT E C O J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774BO78 FAX: 407-7744078 www.abdaslgngrouP.com AA N: 000 a a y 13 c 9mmm Aa LOT: ABBOTT PARK LOT #23 BLK #7 PROJECT 04181.006 23071 MODEL- 4EAB "1672—ARIA" GARAGE BW MG: RIGHT PAGE: SOFFIT DETAILS 160 PH MR. C ro,27 06/14(/21: 1/4"=f - \ 'N DI r