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Home My WebLink About38319 Sonnet Landing AveIm 99 9672-4EAB-ARIA9 4 Al H OMES i v 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Pax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIESCRIPTIGN ONS INDEX OF DRAWINGS .� Bum= c oM ABV. ABOVE LAV. LAVATORY DATE 7m 1 Dam (2020) *��* �•� f11IM -AM M STM CODES A/C ADJ. ALT, AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER CIAO" CDb IeeLeD ARCHITECTURAL SHEET DESCRIPTION VVM ZOFI FDC UPDATE DR HORTON HOMES /1 12602 TELECOM -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE- VB ��,��p��p -IM. DiTERIOR FINISH - CLASS B AMP. ED. CL CAB. CLG. AMPERAGE BOARD CENTERLINE CABINET CEILING MIN, M.T. MID. MIL. N.T.S MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE PG Cl-COVER SHEET PG GN— GENERAL NOTES gIvmw CD'SRE-I8&F� 04/NIJN) FOOTMYs REV181QN PER P1. GOUES OMAS PLANMANTENANCE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813 740-9715 -BASK WND SPEED - VBlt=160 MPH Vesd=12J MPH EYPOSURE - C -1-STORY RESIDENCE - ,2-STORY REMENCE - MAg, HEIGHT AS PER IACAi. AND STATE CODES CLR. CONC. CPT. C.T. D. DEL. D.G. DIA. CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL DIAZED DIAMETER O.C. PL P.B. PR PLT. PLYWD. PR. P.T ONCENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG E1—ELECTRICAL PLAN PG Pl —PLUMBING PLAN 034M I REVRED LNdTEL SIZE AT FRONT ENIRT DOOR 064VA ADDED LED LXM 0 KRCHEN 4 SATHROOIIS PER MAW MOWA 010M ADDED STOW OPTION ELEVATbN3'C' 4 D' WMAS ADDED OPT. 8'-0' CEILMYs W"It DDIM, I P. D. DR. D.S. DTL DI DISPOSALENSIGN DEEP DOOR DOWNSPOUT DETAIL R. A.A.G. REF. RM. R.O. RISEReMM US RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG Ml —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS REPLACE UW COMEMORS IIATI'I EA'IPSON CONEf'T' ORS STATE OF FLORIDA FT• /��(/I IQ S • i1 CALCS 0416120 OPT, S'-®' MA NGT. ELEVATWN V- REVIEED NEIONT OF ARCHU4Y ~I 2MFOCUPDATE LIVML3 1612 GaL FT. CIARAGE 432 Ga FT ENLRr 38 SCI. FT, LANAI 96 36I. FT. TOTAL. 2238 Sa FT 06MM ADDED b"T DETAILS PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D.W. DISHWASHER S.C. SOLID CORE EXTDR EA, EACH S.D. SMOKE DETECTOR EQV. EQUAL'°" SIT. SHEET " "" EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR 3Im SHOWER F.G./EX. FIXED GLASS SL SIMILAR F.G. FUEL GAS SL. SLIDING PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. FIN. FLR. FINISH FLOOR STD. STD. SLIDING RDASS STANDARD PG WA4—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR. FR. DR. FTG. GGA, AR. DISP. FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL SWS TEMP TH . SHEAR WALL SECTION TEMPERED GLASS THICK OF CURB TOPTOP. PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 O.F.I. GL. �o RRo-P FAULT CIRCUT GLASS T.O.S.TOP TYP. Top OF PLATE DESLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.G. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER W/ WITH HOT. T` INS1UUunON WD. WOOD INT. INTERIOR WM WA ER HEATER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUTAER ASSUMES ALL LTABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAINING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES PG S21A—DETAILS IN NEED OF FURTHER DETAILING OR EXPIANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR NFORtMATON) TO THE ARC I'TECI' OR ENGINEER FOR IC PG _ PG S3.1B—DETAILS AS DESIGN GROUP W111 RESPOND TO ALL WRITTEN PG SNl—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY RSSPONNO SIBIRPY FOR INTERPREAB DESIGN CROUP T NS OF PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS CONSTRUCTION BY THE SUIIJSER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAINING SET. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407.774.4078 www.abdesigngroup.com L AA #: 0003325 F st"miv. at LOT, ABBOTT PARK LOT #26 BLK #9 PROJECT 04181.00 --26091 >,WDE .9 4EAB "1672- ARIA" GARAGE swwo: LEFT PAG>RS COVER SHEET 160 MPH EXP. C GENERAL 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. & THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM 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 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. a mwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY $O 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 T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 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.' T� 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. C NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. t 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 W 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 P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. E VIIIIJOR WALL COlilMf 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTWC1787. 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 -198 AND R703.7. W RIMANT GONSTRIR.M UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EX'1mmCaaJIlOa 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE 'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTIq MMI OsallalAT10N CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE JUA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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. EVEMaOMI 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA P. 0003325 4 BLTSDIV. as LOT14 ABBOTT PARK LOT #26 BLK #9 P1P,OJECT 04181.00 -26091 HODMT, 4EAB "1672-ARIA" GANAGE BWOM; LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DAM 06/14/21 smax: 1/4"=1'-0" SKEET GN (T) 305T-SH rimoa (2) 3052-SH -- oirrrplo n7111111111111U1 iolrllmma o 00 0 -- . . � Hiu o sf M o � � • O i i A row „ ATTIC FLAT WDFt 0 AS . �. LAJ: -w - _ GARACE - Z�MM Mw i • • o11101110 loulla ----- —_11n o11n oi111n----- 0110 FLOOR PLAN SCALE- 1/4 - 1 -0 SQ.FT. CALK. S LIVIN3 1612 SQ. FT. GARAL# 432 &a FT. ENTRY 38 SQ. FT. LANAI S6 SQ. FT. TOTAL 2238 &Q. FT. COM'OIBIIAND CLADDIgB>1D L0AD1 e�rc rrD t�olatH; FOR a a3oan alste AMM t noNE roMNnuM6 rlww MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SUNG IS 5 33/-43 DR MIN. CRITERIA SGD. MN. 41 5 31/-39 CRITERIA *010 0.HD. 112 5 282/-318 12'x12' SOFFIT 1 5 313/-49.8 BASIC WIND SPEED MPH = 160 (Volt) DdTTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7 TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIAW DA1B 0VM B HDR.. DTL. NOTE, HEADER FINISH TO BE PER CO!'" NITY STANDARDS NOTE, -2-8 LOUY. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR Illy RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN T14E GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR& NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W A bd es 19n9rou p.cotn AA J: 0003326 d b F st"M v ae L0T., ABBOTT PARK LOT #26 BLK #9 PROJWT 04181.00 —26091 MOD1DLe 4EAB "1672— ARIA" GARAGN SWING: LEFT PAGE: FLOOR PLAN 160 MPH E C I FRONT ELEVATION-D 1/ .1'"0' TEDMIW= MISM 4' FREIZE BAND (TTPa b' TRIM BOARD (TTPJ I,, / OFF R� T b AREAOFATTIC = 2235 SIX FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUREDVENTILADONAREA = 22M/30D = 7.45 VENTILATION AREA %Sq INCHES PER FT. (144) _ 101285Q.IN. MN. REQUIREDVENTHATION .Sx R 19 IN UPPER PORTION OF ATTIC 53Q4 SQ.IN. OR MDGE VENERATION AREA 115 SQ IN. PER VENT M4 /US TALI OF VENTS REQUIRED 4.ffiUS AIM OF VENTS PROVIDED S 'AREA OF ATTIC IS THE PERINTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WAU TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED FTPON 1-0' BKTI OR I ,L:aEGUIVAVA LENT El ITyPL�4IMBEj m I I TTP —' D w ID r BAND (TTPJ II — 0'-O' Fes ----'-- -------------------- '00'-0 OFF RIDGE VENT REAR ELEVATION-D E, 1/4 . '-0' mcni w Mal OFF RIDGE VENT I�b I . I 1 -sT. _,�8'-®� BiiG. HGT.------------------------------------------------ i 0 eD 1-a. (_ ' -4 �I A LOUVER DETAIL .R-^--------------------------------------_"—'—_—_----- $0'-0' FIN. FLR LEFT ELEVATION-D W,Q-E, 1/4 . 1'-0' MIMED FINISH OFF' RIDGE VENT o" RIDGE VENT 8'-0' Est,. Hrsr. 2'-4 46 ub .0 �p I IT1T. II 0'-0' FIN. FLR 0'-0' RIGHT ELEVATION-D SC , 1/4 . 1'-O 1441 N. RONALD REAGAN BLVD. LONGWOOD,R-32750 PH: 407-7746078 FAX: 407-7744078 www.e bdesigngroup.DOm AA is OW3326 r a 8vsn:v ae I4flT ABBOTT PARK LOT #26 BLK #9 PROJ>6CT 04181.00- 26091 xoaEx� 4EAB "1672—ARIAFF GARAGE 8WMGt LEFT PAGE: ELEVATION 13A" 160 MPH EXP. C r06/14/21 CAMB.- 1/4"=1'-0" MNT 112MT A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� 0sv cUR.ET m AFP ffMA POLE aev OUTLET u0v OUTLET OF Eunm VAW TK O 8Wr014 OPI IIW OUR.ET FALL rm 171RTE�I 270V OUIL@T (4) WRIt 0044 .TIO4 aP BR No "mom mr amw aft=* FAULT NINRINPIER VMTCN swm:w !-WAY 01•!R 64 aWTGl 4-WAY OPER WALL rloww L12M CEILNS LIONT © LED =A Law LED VARM GYP PROOF LW4T O Vp VAPOR PROOF LtlHr Op NEONIMD CAN ~- FAH I cm ma So. FT. vow,A VENL FAN I a" rm SQ FT. m lSFEc OY ® FL 24PJJS WUP AR71S0 • �4Eas aRAF ARdSD t m )> ]' RJCTMOMW 4'RJIOTWSCWIT p�� d Q PNEL dk 1'� O8D. E iow omwoR �1ta�eb I w.l UALL Mmwviam offmmg ram" ®CAI�1 S(CO N'IOIW cEtECTalI �� AL SNL• OF NOT LEM TI4TN 4- VRAM WALL PTSDANT Lmff NATURAL a" YAM WATW° DYCONfGT ANe caw DleDonact � Aw oN I� RL.EVINON AUX TO H NlTatrw N KNOW AD SuaI1OIA 1O N ONTaRM® N CNiNe FAWLtlNT ACGOIpANCE N) FMI�®M W W FM :coca 34- •CAoeeCONT LOW STRIF LINK eTRP 4w •ICAICMIMCSNT LOW STRIF FLOOD LIONT KP OFT. aEaNerTY PVT~ • PA now4 wN 1'OR GTN'SM WO row • LOCATION op TV JACK! 4 MOTE OUTLETS 4 PANS w W VERPEP • NOHOW!! FIM-CON/fINIGTION • �i m AiPP 81MICH CI CUM TO WAAC FAULT P'INDTC'iQD MR MZCW OAL PTNONNONS OF MM ®maN (OaOR) . NOC TnR.e Oa(1 ®ITIaIiL • CAMTTN A 1r OIINCUIf. • INLAND eNNaav A AM (wED Knew a oN Krr O MC TO OE LOCKOUT P. EL • DATWIW • M OWST FAN O pA1F T FAN NAM FNL CAPAGRI' Q A O w be l mrr X SECTION mlwu EO 1 • LAUNDWr' ROOMRECEPTACLd SHALL WE OINOSD FAULT CSSCUR-MNCNPIlR FRDIECTCN FOR PEPOONNIL • WIN DO" GWALL 90 NM METALLIC CAME PNN ELECTRICAL PROVRIOIM of TA -ALL WOINC t0 COMPLY Whl ELEO'IRICAL FRDV M laMMC OF TIN F®[9e'ItN � cfe�e) . u Allft wu I r Wr'wn -Y a AND ill �N OPiRNa Ml6Y-t --ROY =now � FM �.aicmrr �IWCY)1MO. 'MIN aDITON •N-ll METER FIELD VERIFY LOC. 0 BDRM.il PRE -WIRED CLG FAN HOOD WIRE W/ OUTLET FOR FUTURE MICRO. tJ•I•C• � , BOLL AS FMa PER 5LDG. CODE IRRIGATION OUTLET • _48- APP. O O YA,I _ = -PAL FOR r GARAGE��o\ DOORWALL % LIGHT W/SWITCH IN / ATTIC "I KEYLESS FIXTURE OR CLG. OUTLET OHD COACW LIGHT ELECTRICAL PLAN 1/ - . 1'-0 -_______________— FIRE-UNRED CEILING CLG FAN(,` MTO. LIGHT TO BE INSTALLEDA _ PROVIDE I J-BOX FORT OPT. FAN 11 wp C`. 112 PRE -WIRED CLG FAN GREAT ROOM / I 41 I PRE-ugRED € I CLG PAN BBB PRE -WIRED CLG FAN I � I I � i I I e I d--@ it, I i I LED LIGHTING ® DOUBLE LAV. BATH ar 150 AMP ELECTRICAL RISER NOT TO SCALE HA=RCJL MAIRRIALS AND MIALLATIOIN WALL COMPLY WITH ELECTRICAL PROvW" OF TWO FJlfJ•'IrY @Dj(IIL{I OGAI COCO& AMID ALL LOMAL F&AW IL ALL CCIDUGTOIM SMALL W TYPE TNM4 "Liamm NOTED OTVIpmm FTNDVDE 00 AMP. uM40 VOLT. I FNASE SECONDARY. ELWIIWAL SN AM "ROY= E M COFFNt (GU N 1-14" C" SOIDULE SO FVG CONDUIT OR FROY02 4AD ALUTEY`1(AL) N Y' DLA SOlD" E0 PVG CO PUR UK=4 SERVIM 16 RCVIPM MY THE NJECMC OOPAW CCO WN472 WITH PIS! ELECTRIC COMPANY PRIOR 70 WD. V-3- 1'-3- \\ I L I LED LIGHTING Cap SINGLE LAV. BAT mw= 3na Cµ Tl" .1% CU N 7' GcPvw c %a AL, TNW • RI cv N Y 00NOW OR VA AL • MC DUIT TO TEINIINATn ASOW GOPM • OVW" COPNNA !O ATTP DMCONi=T GT SUTMN a+AND GO/J4o vG M ELCGTRIC PETER N T f'LO N HA ER W CLOGUM FAHN. Imir4i" SWAM NOUN'Pow NIEIMTYI@t OOTDNG TmRTNAL AT LOW VOLTAGE CON RCT10% I M O! SNevCE dMU D CONNOTED To OONOMIE 04CAN D Poom Sim P" N.EC"MCAL FROM" OF THE PW TTH SAV' PIA X S PT LONG COMMM CLAD GROW ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 1 C MN ABBOTT PARK LOT #26 BLK #9 PltoimcT 04181.00 —26091 mopmu 4EAB "1672— ARIA" GARAGa 9WMG: LEFT PAGE: ELECTRICAL PLAN %J60 MPH EXP C a------------ N I I II I II I � I I II j I in a+ II I i 1441 N. RONALD REAGAN BLVD. , LONGWOOD,FL32780 PH:407.774.6078 FAX:407.774-0078 ' www.abdesigngroup.com L AA N: 0003326 J LLI to Lu PARK #26 #9 810�-26091 >tcoaffisU 4EAB "1672—ARIA" cawrtwcsffi awMcs: LEFT PAGtiffi: PLUMBING PLAN tt.160 MPH C PARK #26 #9 810�-26091 >tcoaffisU 4EAB "1672—ARIA" cawrtwcsffi awMcs: LEFT PAGtiffi: PLUMBING PLAN tt.160 MPH C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS NiALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS WALL BE SEALED WITH GLASS PAM 4 MASTIC. AND INSTALLED AS PER PBC 1114 EDITION (2020) MECHANICAL 81-Ca CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 8E APPROVED UL 01 C4-A88 I AIR DUCT A8 PER NPWA WA 2-3J 4. FREON AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN IV FT. FROM ANY CHMINEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL 06"UST AND OUTSIDE AIR INLET DUCTS, &WALL BE CONSTRUCTED OF 8MOOTN GALv. METAL. OR OTI$R MATERIALS AS PER FDC ITN EDITION (2020) I'IECNANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC IN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH POO IN EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, 844ALL NAVE UNDER -CUT DOOR& FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL PIPE RATED CEILING& AND WALLS 814ALL HAVE AN APPROVED FIRE OR. FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND MC ITN EDITION (2020) MECHANICAL CODE SECTION 60T. 10. GRILLES AND DIFRNSERS SHALL BE PROVIDED WIN BALANCING DAMPERS. It DRYER BOOSTER TO BE A PANTECH DOF BOOSTER PAN OR EQUAL. FANTEC 4 DRIP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOW. NOTE ALL HVAC TO HAVE PROPER PANG W/ DRAIN ATTIC CEILING O O EXTERIOR IUAI L PLENUM 1 y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LIMB AIR HANDLER--- EXTERIORy WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T I�IGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POCK ITN EDITION 12020) MECHANICAL DLM CODE SECTION W.2A HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM I56MO INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTIAWEC LEGEND ® SUPPLY AIR DIPPUBEIR RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFR MR — SOLID LINE- SUPPLY TRLW — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXWAi*T FAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THM AIR GRILL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB BECUR£ STRAP TO WIT 0U (2) bXi 1/4' BHT. MRL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DNA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE A8 REQUIRED FLOOR SLAB CLEAN -OUT (TY nEXT. GROUND CLEAN -OUT (TYPO HVAC PLAN 6CALE. 1441 Ni RONALD REAGAN BLVD. LONG WOOD, FL 32750. PH: 407-774-6078 FAX: 407.7744078 www.a bdesigngroup.com AA W. GOD3325 ,gill EI F SulwiV. de LAY ABBOTT PARK LOT #26 BLK #9 PIROJEC 04181.00 -26091 MODRU 4EAB "1672-ARIA" GARAGE SITaNG: LEFT PAGE: MECHANICAL PLAN 160 MPH A C SCAXJB: 1/4"=1'-0" 9113cMT M1 2X4 TOP PLATE 3 5/8. OR 8 V2' DRYIWILL 9M' TOP CHANNEL C25 �. PRE-FAB TRJSB G'A•) CO�•Le NNAD IA' 11pC74 t COAT V2' CL.G. BOARD cmin R.A~ ATI.® ~•11 ICT RC role METAL W' DRYWALL 1 NOTE,• STUDS IN 3 Z4' O ?m GA METAL To CE67=8 MAGONRr ATt�Mie TO � PARTITIONS SUPPORTING INSTALLED N WALLs vZ' DRYWALL WALL HUNG P1..UMISING HffiGEIVNG UPPER/ LOWER 3 en' OR 5 �,eeea APPROVAL An CABINETS AND TUB/BHOWER 25 g S BOTTOM eAGiale woo 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL GA METAL TO BE INSTALLED CHANNEL /26 uaAtF•w mar LONGWOOD, FL 32760 CABINETS SHALL BE NOT N ALL OTHER WALLS• STUDS G,u eECOW w ALL PH: 407-774-6078 TO BE SPACED IS' O.G. AT 2ND Y rre na.• rox er us LESS THAN 2x4, WHERE TO CoNC Doaw HANiJ FAx 4OT-7744078 FLOOI! WALLS ADJACENT TO FLOOR W/ 3/4' ' eaP jc McAOG» v:ww.abdeeigngroup.com SECURE BT. 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAP 4 TO �°' °'*'� PG �A•:Mo TO AA #: 0003326 PLATE TO SLAB STUO8 024' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR POCO P.Ya W=v JAMS roe on SST AN W1 V4' WooD rwooucr or�Lv. snae OMssAo DOCK W/ libel MASONRY LE H 2x6, WHERE NAIL • sr oc SPACED NOT MORE MAX THAN 24' O.G. ABLAB WOOD BASEBOARD eC1�W , . , .. ~ ArrwoV,� wb. V�>bm� 704= w�: wrorommma° a TW► MRVAL sr OnMs w•a 0-0. Tcoll— FM. FLR FN18F1 FLOOR 1-STORY TYP. INT. WALL 2 GAS LINE MIJ BLACK 3 GARAGE DOOR JAMBS W-VD1 SCALE: 11/2'•1'-0' 42)TYP. INT. WALL ( NON- BRG.) 1 A METAL STUDS ( NON- BRG. ) D 1 SCALE: 3/4'.I'-C' D 1 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES WIT UNDERLAYMENT FIBERGLASS SHINGLES WIT UNDERLAYMENT AS PER PBCR Wb.LL ROOF SHEATMG 2X4 SPP 24' O,C. MAX. SECURE Ulf (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS 841N LEB WITDER UNLAYMENT AB PER PBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET 8NL IRE FIBERGLASSUNDERLAYMENT BHEETT8NLSECURED PER SECURED PER AS PER PBCR WbJ.L PER STRUCTURAL DETAILS AS PER FBCR 9®5U I. ROOF SHEATHING FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS, PER FASTENER SCHEDULE TICK ESS AS PER SECUSHEERED D STN'FBACK AT ALL UPRIGHTS SHEET 8NL SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER OR GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE OR CLG 2x FASCIA PER M9' PRE-ETJG WD. TH9U88 S. 2x FASCIA PER k BOARD REFERENCE ELEVATIONS O ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT F' SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE -ENO TIFU86 INSULATION R-VALUES Pm- ' TH4LI68 THICKNESS AS PER STRUCTURAL DETAILS WALL SMATMG REFEIFENCE STRUCTURAL SHEET SNL 800 PER BEE ENERGY CODE FORMS FUR THICIO666 AS PER MTL. DRIP EDGE MTL DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER PER ELEVATION ON OHM ANI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TY p 2x FASCIA PER ON SHEET 8N1 ELEVATION CA. ELEVATION" 5/8' GYPSUM BOARD OR i/2' VENTED SOFFIT R-4J INSULATION 1'RE-EJG LADLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACH•ENT VENTED SOFFIT WEEP SCREED USE P SCREED AS SPECIFICATIONS MANUFACTURES STRUCTURAL DETAILS 2x P.T.SECURED PER of R-41 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RE EF494M STRUCTURAL BTRIPB • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T.FURRWA 8• C CmCEMENT CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' TICK 2 COAT PORTLAND PLASTER APPLIED IR' GYP. WL BD. DIRECT_? TO MASONRY 1/2'TI 2 COAT PORTLAND CEMENT IW�OOGD�6A8E� del DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY ®'-m' FIN FLR — — m'-0' FIN. PLR m'-0' FIN. FLR.L — - J 01-01 FIN. FUR. .. a. � .. : ;. '• ROOF SHEATHING THICKNESS IS ,,' ;" ROOF SHEATHING THIGICNESS IS ENGINEERED PER ASCE 1-I6 IN ENGINEERED PER ASCE 1-16 IN a +• ACCORDANCE WITH FBCR 2020 .�° ACCORDANCE WITH FEICR 2020 �,' 1TH EDITION, SECTION R301.13 •.a' ' e• 1TH EDITION, SECTION R301.13 AND 1609.5.1. AND 16095.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING SECTION B kf B NO OPENING NOS NO OPEALL NING NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE BLTHDIV: k LOT: ABBOTT PARK LOT #26 BLK #9 PR04=CT* 04181.000-26091 HODffiLc 4EAB "1672-ARIA" GARAGZ 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 SCALE.3/4'.I'-UNDERLAYMENT IN ACCORDANCE 6 "GALE. s/4'.r-a �E1-STORY GABLE BLOCK WALL INSTALLATION T IROOF 1 D' WITH FBCR 905.I.I.1 OF THE FBCR 1 W� 905111JCE OF THE 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III TYPE II OR ASTM D486B TYPE Ill 6 0� OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. i AR DwTIM 0 /21 wCALE: 1/4"=1'-0" alxmw D1 2X6 PPT. • CENTER OF DOOR HEADER 6CGUIRVD WV (V V2' X 6M J-BOLT WV 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WA6WElt 4 NUT OR WV (2) V2' X S• ANCHOR DOLTS WV 4' MN EMBEDMENT WV 2' X 2' X VS' WASHER / HUT' Ow■rtss�L.l�■w 0 1 V2' SIVISD. 6' Or- 4' HO DIET. I W, ESQ! D16T. 2)03 OAPAM DOOR DUCK SICUIRED W/ (6)1W X 6' J-BOLT At ANCHOR BC-T6, WV 4' MN E1BE XIENT, WV 2- X 2' X VS' WASHER 1 NUT. (0 UTHN 6' OF TOP (V WITHIN M OF THE BTM, IS (3) EVIDLY SPACED. EI 1® ALL ANCHORS SMALL GE N ACCORDANCE TO MANUFACTURER* INSTALLATION IN67MUCTIONS WERE OUCH 6rTRKiI41415 AM MOIRE 67RNSENT GARAGE DOOR t BUCK ATTACHMENT 2X4. m SECURE TO BLOCK WV 146' TAPCONS MN SHANK SIZE 30 MN HEAD SIZE JOO MN EMBEDMENT 1 V49 WITHIN S' C" EACH END. A r' Or- MAX SPACINI 2X4. m SECURE TO BLOCK W/3/16' TAPGON6 MN SWANK SDI J46 MN HEAD SIZE JOO MN EMBEDMENT 1 V49 WTHN S' OF RAC4 END 4 r' O):. MAX SPACWA 2X4, ■ SECURE TO BLOCK WV V4• TAPQ" MN SHANK SIZE 40 MN MIN. EMBEDMENT I VW) WITHIN 6. OF EACH END 4 r' OLM MAX SPAGN& 2X6, ® 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK 6E0UtE TO BLOCK WK2) SAW TAPCON6 WW2) WW' TAU"CONS WK2) I/4' TAPCONb MN MN SHANK SIZE J45 (MN SWANK SIZE 145 SWANK SIZE J46 MN MN HEAD SIZE J00 MN HEAD SIZE 3" HEAD 61ZE JIM MN a' CMU MN E ISEDM I19V I V4') _LFMN EMBEDMENT 1 V4') EMBBDN ENT I V41) WITHIN S' OF EACH END a' CMUU WITHN 6' CF EACH END 6' CMIU WITHIN 6' OF EAG4 END VV ORYUALL 4 r' OC, MAX a —.— 4 W Of MAX SPACNS. 4 r' OB. MAX SPACM r CM WH P.T. OR 6N'X4' MN VV DRYWALL V2' DRTwALL W. DRYWALL SECURE THIN FRAME 4 Q I'X4' 2XS. m ❑ 2X& m ❑ 2X& ® ❑ EXTEND I-LA4' INTO P.T. NAILER SECURE TO BLOCK Ihc4' SECURE TO BLOCK I A4' SLCUtE TO BLOCK MAW BLOCK WV 3 AV WKV 3/r' TAPCl" P.T. NAILER WAV 3/r' TAFCCN6 P.T. NAILER WK2) VW TAPCON6 P.T. HALER T� DOOR CASINS (MN SHANK SIZE .M6 1/r' OAd& X 4' MN MN SHANK SIZE J46 DOOR CALM MN SHANK SIZE AD MN SWANK SIZE J4S MN HEAD 61ZE J00 MN HEAD SIZE 300 MN HEAD SIZE J00 lA6' OAM X 4' MN MN HEAD SIZE 300 MN StIMBO INT I V49 DOOR CASINO MN EMBEDMENT 11149 MN EMBEDMENT I V49 MN EMBEDMENT I-V4' WTHN 6' OF EACH END WTHN 6' OF EACH END WITHIN W OF EACH END DOOR CASH% wTHN 6' OF EACH END DOOR JAMB OR WINDOW • r' OG MAX 1 W OC. MAX 1 r' OJ:. MAX 1 r' O/:. MAX 6PACN6 ATTACH TO 2X PER SPACNfi DOOR JAMB OR UDDOUI 6PAON6< 6PAAor- WINDOW MANFACTURES DETAILS. ATTACH TO 2X PER ATTACH J PER�� DOOR JN'16 OR ATTACH t0 2X PER R MANFACIUPM DETAILS. MAMPACT MS DETAILS. MANUFACTURES DETAILS, NOTE. SHAM AS NE®® TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" TO BLOCK +3/4" OR +5/4' OWN 2X4. m SECURE TO BLOCK WV 3A6' TAPC" MN am" SIZE J46 MN HEAD SIZE JI00 MN EMBEDMEM 1 V49 WITHHN 6' OF EACH END 4 r' = MAX SPACN& 2X6, m SECURE TO BLOCK WA'2) 3/16' TAPCON6 MN SHRANK 602 30 MN HEAD SIZE -%M MN EMBEDMENT 1 V41) S• CMRU WITHIN 6' OF EACH END 4 W OG MAX SPACN6- N' ORTUTALL 2X& 12RD ❑ PX4' SECURE TOEn. P.T. NAILER WN2) 3/r' DOOR CASINO MN 6HAN4S MN HEAD MN EMBEDMENT W) WITHIN S'O 4 *'Of- MAX SPACNCL DOOR JAMB OR WINDOW ArrAGH TO 2X PER MANUFACTURES DETAL6. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT BXGFED V49 DOOR JAMB TO BLACK +1 1/2" a 111ND011 TO BLACK +1 /2" NOTE. 6NM AS NEEDED TO PLU16 JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" � 1AD1D011 TO BLOCK +1 15/16" 2X4. m SECURE TO BLOCK WV 3AV TAPC" MN SHANJK 612E JN MN HEAD SIZE 3" MN EMBEDMENT 1 VW) WITHIN V OF EACH END 4 r' OP- MAX SPACN& Note. STRUCTURAL 2X MAT BE 2X6. m oN OUTSIDE 4 encup D SECURE To BLOCK THROUON NON-STRUCTURAL. WT2) 3116, TAPO" 3/r' TAPCON MN 1-IA4' MN DRANK SIZE 30 ameaDMINT INTO BLOCK MN HEAD SIZE J00 MN EMBEDMENT1 V49 wTWIN END OF EACH D a' cm 1 r' Or- MAX SPACES. W, DRYWALL 2X6. ® ❑ PX4' SECURE TO BLOCK W(2) 3A6' TAPCON6 P.T. NAILER MN 6HMK SI2H JIM DR OOCASINO MN HEAD SIZE J00 MN EMBEDMENT 1 V47 WITHIN 6. OP RAC14 @D 4 IS- = MAX SPAC:MB. DOOR JAMB OR UNDM ATTACH TO 2X PER MANUFACTURES DETAL& NOTE, SWIM AS NEEDED TO M." JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" /y111DMIDOt► TO BLACK +2 1/4" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" ®� nr Tn nTner +s• NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 7/18' IILND0II TO HLACK +9 7/18' 2YA BE 2X4, ME SECURE TO BLOCK WV SECURE TO BLOCK WV SAW TAPCOM MN V4' TAPOON6 MN SWANK SIZE J46 MN SWANK SIZE JIM MN HEAD SIZE J00 HEAD SDI 1100 MN E'BE'DMffi4T 1 V4') MN EMBEDMENT I V4•) UT14H 6' OF EAC44 WITHIN 6' OF EACH END 4 r' OL. MAX END 1 r' = MAX 6PACNS. NOTE. 6TRJCTJRAI. 2X "AST DE SPAC44CL NOTE. 6TRVGTVRAL 2X MUST BE m ON OUTSIDE 4 SECURED 2X6, m ON amce 1 6EGUIED SECURE BLOCK EC TWMCLI 4 NON-67RUOTUOAL SECURE TO BLOCK TWMOUM14 NON-STRUCTURAL WK2) 3K, TAPCON® W*' TAPCON MN 1-V4' E'BEq INTO �DK' WK2) IW TAPCOIN6 MN 3/16' TAPCON MN 1-V4' @'1Bl T MD BLOCK MN SHRANK SIZE JH SHANK 612E J46 MN MN HEAD SIZE 30D HEAD 602 J00 MN MN EMBEDMENT 1 V49 6, C U EMBEDMENT I V41) WITHIN 6. OF EACH END WITHIN W OF EACH END W aMM! 4 W O.C. MAX SPACN& V2' DRTWWLL 4 r' OC MAX SPA CM VA' DRYWALL 2X& ® 6CCUE TO BLOCK ❑ MAO P.T. NAILER 2X& ® SECURE TO BLOCK ❑ IIAW P.T. HALER WV(2) 3/r' TAPCONG DOOR CASINO W/(2) VW TAPCONIS P 4' MN MN 6HAHK 61ZE J49 MN al SIZE .10 P.T. X MN HEAD SIZE 300 MN HEAD SIZE 3010 MN EMBEDMENT I V4') 2ND 2X SECURE TO STRUCTURAL N EMBEDMENT MN I V49 DOOR CASINS WnWN S' OF EACH END MEMBER W/(2Ad WITHIN S' wfl1N S' OF EACH END 4 r' Or- MAX OF EACH END 1 6' TO 6' OL. MAX 1 *'= MAX GRACN13. DOOR JAMS OR WINDOW 8PA.CN6: DOOR JAMB OR WUNpCU ATTACH TO 2X PBRt ATTACH TO 2X PER MANIFv1CTARE6 DETAILS. MANUFACTURE& DETAILS. MORE, 6HM AA NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT N)CMI D V4•) JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" n�0s_TO Rlnrr as" a 11D4D01I TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BWD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA U: 0003326 ell i 1 11 '91 All. A u]3Drv. ae LOT: ABBOTT PARK LOT #26 BLK #9 1pRoJmTfp 04181.000 26091 MODffiMi 4EAB "1672-ARIA" aALRAGffi 9OWMG: LEFT PA4ffi: DETAILS %160 MPH F06, C PIIROIII-ED CONTROL JOINT� MANSE OF CONTROL JOI Tn Td DE WR® TIED TO LATH • f = MAX (VERY.). bk= LDO NOT FASTEN CONTROL JOINT TO WALL EVEN P WU0 EX16TS MYO.'D EXCEPT STALES IW %' LOS MAY OR USED6ECUPE 0MO L JOW ISM. CK RNS INSTALLATION —1 FA67NNM S TO RE A • l' = MAX VERTICALLY / � �s COAT corm W IS LAYER 4, POWMROM RULLDNS PAR APPROVED METAL LAIN PA67114W 01' (VERTJ OC-. MAX AT SUPPORTS COME GTUUCw 6�As/f 0000 6MEATNIIS VAETA E E. ► LAIN &HALL BE CONTIWOU6 JoHm RI(YRIIT RE 6TOPFCD TIRD AT PLAT A MAX 6' EACH 61DG PER AS1TI GI06PROVIDE LS rLAr.E.D r MAX. to s' pPOM CONTROL JOINT U41N \ CONTROL JOINT FALLS ON LPAGINNIM FOR LATH TO BE HALLS OR- I i / STRUC111MAL NUD 6TAMJ* N COMPLIANCE LLV ASIM CMS 1 U PE TE D TO RE (NO. w OD41s' UM / s. RLOCKN6 SMORN MAY OR IN ADDITION \ TO (GALL STUD& RROU"Im MR PLAN O"M" TYPE CONTROL JOINT OLMLD.6Y)O.-A O lP=LIMO. PrA o L wrAM a FT. 6 • O04W HIWO . ® I PpLD MI./O . R• A R.A 2. wrau6 a Pt i 2, wttu66. R. • A. waus6 • n. e ► w�AM . R. C 4 POLO A a OYB2 Ft 6 7" PT. O Tcwl .OTTw9 R mm ,rdPoTmm • ew, ILANO 2M,61f TpFn OAP. tbt.ta, m mme" 2' TWM s COAT OEMINT /—PLASTER y "AM W 2 OW Rua.Ds26 PAPER entwB own •^(' +i'r - 6M LAYeIe st Nuevo uA6w(Pit" wan W'�r� LAT 4YRU Q MLLOpI ow oV61sNML2NR.AmmoPoF .� G OLY) on cm 1 M IIIML MEN/ OOT4m11J.1N1(.t. OVAL) d mom APPROVED BUILDING IUTA 6HA.L BE LAPPED A MINIMUM OF V M VTElTICAL LAM (ROLL 19060 4 6' • HORIZONTAL L.AP& ALL SRA'B NEED TO 11/( Xr —rllra Ix . RrM'•(TAD UT44 FDRTISER 6LlATHM LAhl VERTICAL LAP TO 0E r i METAL LATH UM LAYER st STUCCO WRA \eOft uu.Du2JOY rmPDRTEgOEIt/ / JI 2 6CAI.Er I VJ .RI' O' E NOEL 6DE L.AP6 OP METAL PLASTER OA6E6 6WLLL RE GROUPED TO RPIA M MRFIRBm THEY SMALL OR TOM) WRN OA415-N (L21-MM) UPR AT IMTERVAL6 NOT IM17RB To" W (726-FMd A6 PER AbTM Cw6s. ® KICKOUT PM P&P,,,RCPTRAM Nwe LAYERS. VAP6 DETAIL MAT RE PATCHED UWOUGE URA TAPE PER MAMA SPEC. OR FEEL 4 STICK M'yV 1\ I I MMitl AT OC"M OP MOM 4 WLL NIB.60T1w. wom &TUC SNTATWM PAPEI! 6TUCCA �" s COAT C@'!M METAL LATH am LAYER n. PORTfIam RULL006 PAPER kfI WW OULLONS PAPER METAL LAIN 6St6' 6ELP-ADWIPSO MB'EIRA K RASNN6 OVRR 4w RA04M OVEIR APPROVED CONY. READ OF SEALANT AIR SECTION P R C 10 1 E\lodor IMa of portland mists plea w All comply with the application raquirwwAs of ASTM C M18b. Inntall.tfon of ext w lstNnp mm f—ilg Nall canply with ASTM C 1053-19., or ASTM 178T 4k4' eW-ADLE tJNS M10"IPA4R RAS41Ib (COMPATIBLE UPHOUSE WRAP OVER MA1lItlAL) OVER APPROVED MOM WPM. I. OR LE66 PN°B MCIRATION CUT AND OVERLAP ONE SIDE aF� 6ELP-A WlFdNS MEMBRANE RA614I16 STEP 01 WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFnuel I SCREED 5'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING WAIL TO ROOF DECK, NOT WALL SHEATHING) r) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. STEP v2 R�ASWINS V° nerIRRA4E LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F�`.,•�'I WOOD OR -1/1ro ° ZIP WALL �i�T7TlTlT/� SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R" 03.11 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) '4 i"I N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C � avBDM ae LOT ABBOTT PARK LOT #26 BLK #9 PRDJWT* 04181.000-26091 MODEIa 4EAB "1672-ARIA" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C INSTALL 6' SELF-ADF&RMG MRhkSRsVE FLASHING OVER TOP, SIDE(8) AND BOTTCM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLASHING TO SE, L ba"0111. 2.6109A 3. TOP VENT CAP IS TO I'SE SET M BED : OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO DE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS, x. •;�r E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF HACKER ROOD NON MOVABLE FRAME AND STUCCO BALL DEB, Ya' CALLKM * JOINT AROl1D I I I I PER SECTION EXO ft SACKER ROD I I IEtl1Y1a EId olEMlRiw 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, orASTM 1787. UM LAYER M, STUCCO WRAP HOODED VENT J' T1410K 3 COAT CEMENT PLASTER M WAL LATH WRB LAYER 42, PORTRSER ISUILDINCs PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SFEATHING WRB LAYER M, STUCCO WRAP UM LAYER *2, FORTIPMER WOOD — 0"111, CTION JUNib—l-WAL LATH 8' CM VINYL CASING ISCAD �6' RAISED BIND 6' WIDE &TRIP SELF AD VAW K.ASHNG, CLEAN MASONRY 00-OW APPLYING 2 FLA&HNS STONE VENEER I OVER SCRATCATC H COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 CFORTIFIBER ------ ]BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES CB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THR01XsH1—� / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS-) DUILDING PAPEI UNDER 'QUICK FLASI A'WENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACIC- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION A CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT V TO Y&' MID -WALL U1FAP SCREED v6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO SE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM )R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UFO LAYER 41, STUCCO WRAP WOOD SHEATHING UK= CONSTil1CTI43N V cm WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRS LAYER 4, FORTIPISER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL M!I'bER . 1' OG. MAX 6' WIDE STRIP SELF ADNWI" FLASHING, CLEAN MASONRY 99VOW APPLYING V FN11W a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER STUCCO UM S' MOUSE WRAP BELOW WRB LAYER 01, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF-ADHERINCs NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BO X, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHIWx OVER APROVED HOUSEWRAP IRIS LAYER 02, FOR FIBER BUILDING PAPER STEP 413 6TEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FNISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN : •, ? SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STD STEF #(o (g) ELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde9ign9roup.com L AA M: 0003325 J WON >lLTSI Aa LOT ABBOTT PARK LOT #26 BLK #9 PROJECT 04181.000-26091 BgODEM& 4EAB "1672-ARIA" GARAGE 9WDfQ: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH E 114 9A NO 19CA"M 1/4-=1'-0- aF MT WA.2 Ext. uaoD Flt WOOD SHEATHING L WRB LAYER 9, SUS-FLOM DOCKING STUCCO WRAP WOOD WRB LAYER 42, FORTIFIBER pm-wav TAMS — CONBTRICTION BUILOMG PAPER 'Ys' HAT i' TMIG9 COAT CEMENT THICKANNEL WLATiER R11181 IMP -1 B.NYQICIR 9 • TYPE X. DRYWALL PLASTER WEATHER REM6TIVE _ 6' SAP. • TOP OF WEEP SCREED RM -2 TO SHEATHING BEHIND WEEP SCREEDS COAT WOOD SHEAT14M ` `� 4' POSITIVE DRAM METAL LATH � WEEP SCREED WOOD SHEATHING UM LAYER 9, STUCCO WRAP `. Ap' THICK 3 COAT CEMENT �` `�\ Y,' GAP FOR BACKER PLASTER i W SELF-ADHEREING �' ROD 4 SEALANT FLASHING WRAPPED �`: OF WEEP SCREED •TOP ``� a, �osltivt ow.M j, THICK 3 COAT CEF®IT VINYL CASING BEAD — �� TO SHEATHING BELOW PLASTER11 • '� '�� WATER PROMW. lots 4 WPM LAYER 9, LAYER (2 LAYER PEEL STUCCO WRAP _ (SHOWN FOR CLARIFICATION CF 4 STICK r _ A, CORNER or- CMTILEVER s. s. CANTILEVER C C 4- POSITIVE DRAIN D.. a N1i NO GAP N FIELD —� (SHOWN FOR CLARIFICATION M SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL. ® CANT. SGALEs I I!1'•I'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION ,—WEATHER RESISTIVE HI .TIRE6ILIENT CH,APf•EL UEAB�� RESISTIVE VINYL CASING BEm a. M EG 9 COAT CEMENT 5/6' tYPE 'A' DRYWALL METAL LATH W'TEMURED • PANTED WOOD SHEATHING FINISH � C 3 CHAT CEMENT (2) 2x12 HEADER (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 42 VINYL CASMG BEAD 46�3 COAT CEMENT S/S' TTPE 'X' DRYWALL METAL LATH W/IEXTURED 4 PANTED WOOD SHEATHING FINISH ]' THICK, 3 COAT ORIENT HEADER/BEAM FM ASTER VINYL CASING BRAD L �., GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIE6 ONLY) @aRIPEDGE INSTALLATION FINISH LAYER C1 LATER 3' X 3' 26 GA GALV. MET'A L DRIP EDGE PEEL AST GET IN FULL BED OF 6' FEEL t SEALANT. K' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO DECK FACE TO TREX A' GAP FOR BACKER (WOOD ROD A SEALANT ((T� FU.LER, VWrL CASW, MWEAC, GONTINJOUO WATER PROOFING bt I A WEATHER RESISTIVE LAYER (2 LAYER FEEL K BARRIER 9 STICK) WRAPPEDVBCK FROM WEATHER AE616TNE G4HITEVVER TO w e BARRIER n PEEL 4 STICK . SP EDGE TO Vwx DEG( MEMIDRANE, OyER DRIP � �® 3' X Y 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 11114' P.T. OR 6E'EJLA 6EALANTjr MIN. WOOD (JRW1ER PACE! FROM DRIP OOy?2,uOUS0W FACE TO TREX Ae GAP FOR VINYL CA6M6 0E4D ROD 4 SEALANT WATER PROOFING Ist NNU%i LATER (2 LAYER LAY(2 LAYER PEEL 4 ER PEEL t STICK) STICK) WRAPPED FROM 3/4 PWILENT BALCONY DEG( TO 14AT CFW.IEL ' T. IGCI�D COAT CM IENT PLASTER METAL LATH .. _� .... _�..... WOOD SMATHNO W/lEXit6RED PAINTED M FINISH MA67M3 COAT ClMEH1T 4D abIrcR � weEP 6CiREE VNYL amp b. f6HidW FOR G.AIW4CATION OF SEPARATE ACCE660111E8 ONLY) BALCONY DRIP 11 EDGE INSTALLATION LUMN SHEATHING IATHER RESISTIVE •11im\m9 !Al7M RESISTIVE MWER 42 SAP. \ FEEL 4 STICK I N X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT• )j' MIN. SPACE FR011 DRIP FACE TO TREX _ /- - 4 CONTINUOUS Ya' GAP FOR SEALANT OPT. BAGGER ROD. MODIFIED w 3/4 RESW.IENT MAT CAANNEL WEATHER RESISTIVE CARRIER 01 WEATHER RE616TIA! BARRIER Q COLUMN 6HEATHMG W SAP. �i )Vx3' 'L' FLASHING FULLY 010MOM IN ROOF CEMENT VI X 3' 26 GA GALY. AL DRIP EDGE SET IN FULL BED OF 6EALANTAF MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICG. 3 COAT CEMENT PLASTER 6/S' TYPE 'W DRYWALL -METAL LATH wmxnpw � PANTED WOOD SFEATHMG FINISH PLTHICK ABTER3 COAT CEMENT 4• POSITIVE DRAM LLEEP Sl'REED NO GAP M FIELD (SHOWN FOR CLARIFICATION OF vMYL CASM3 BEm SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION® COLUMN (/;LNG FLASHING) WOO SHEATHING WRB LAYER sl, — STUCCO WRAP LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 2x FRAMING MEMBER � m 3 COAT Canwr WOOD SHG EATHIN WRB LAYER 02, FORTIFIBER 2 IR•r CQSbff WAP BUILDING PAPER i FASTENED TO 6HEATHMG 1 WRB LAYER 01, :. . I'Or— MAX METAL LATH STUCCO WRAP c Um LAYER 9, T COAT CEINENT i ; WRB LAYER 02, FORTIFIBER STUCCO WRAP n R9 PLASTE i BUILDING* PAPER WAD eMEAtHING b'SELF-ADHERING METAL LATH METAL LATH FLASHING THICK, 3 COAT CEMENT WR9 LAYER 9, FORTIFIBER BUILDING PAPER (�PLppEp IEW FOR PLASTER I CLARITY) 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE lk 2 1/2' '1- CORNER 5EAD (FASTENER 4 SPACING* m l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD 0 BLOCK Wm' LAYER N, STUCCQ, WRAP WRB LAYER *2, PORI FIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15$ CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA ll•. 0003326 1 Mill 4 � SITJOM 4'A LOT ABBOTT PARK LOT #26 BLK #9 PROJECTAS 04181,000-26091 HODEia 4EAB "1672—ARIA" GARAGE 8'WXIWGt LEFT PAGE: WALL ASSEMBLY DETAILS 160 MEN EXRAU 1641, DAB 06/14/21 scA*"• 1/4"=1'-0" SHEET WA3 A- GAp NG ,P P THICK, 3 COAT CEMENT LEGEND WOOD SHEATHICASH DEAD METAL LATH I'll TRIM MEMBER TO TRIM UWMRS LAYER P a STUCCO to SIDING TRANSITION STUCCO WRAP line n LAYER , FORrIFIDER DRAINAGE PLANE (WRB STUCCO WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD "ATHIWA WRB LAYER n, FORTRISER WRB LAYER 12 (FORTIFIBER — • — - — • — BUILDING PAPER WRB LAYER "l, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x i' THICK, 3 COAT CEMENT i WRB LAYER e2, FORTIFIBER SROp YERWRB LAYER STUCCO PLASTER BUILDING PAPER stucco uXxaP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CAmNa 59,42 SHEATHING FLASF IW; THICK, 3 GOAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING NG — — — — VINYL ANGLED EXPLODED FLASHIOR FEEL 1 STICK CASING BEAD VIEW FOR PLASTER CLARITY, SIDING TO STUCCO CASINGBEAD ;---------------------------------------------------------------------------- -- - -- 1 J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) f � SEALANT PLASTER WINDOW FLANGE BWRIS LAYER UAQR4F ,' METAL LATH VINYL ANGLED Lam COP1°T1Q=Tm ' CASING BEAD ;; moos 6EA.TMNa } •: "�`' ; " } URA7WR REeNITIVE WRB LAYER n, FORtIFIBER r :; + DAMON e BWLDjNG PAPER ' :'. ; DAMON PMWTIYE ��\ WINDOW FRAME •.; / WRB LAYER n, FORTIFIBER METAL LATH ALL emea / \ \ ",... �• uixReAL � I BUILDING PAPER i' THICK, 3 COAT CEMENT 1":,•'.. •' OW-� PLASTER : < �� t DAm1ltlER MetIVR E-Z BEAD vINYL CASING 1 ��r!' erARn6e ena� `\ \\ ' ne47F11N RE616TIVE 1 (W/-b' FLEXIBLE PvC BACKER ROD) ; 6'SELF-ADHERING �+ D''�� a FLASHING �'� ; I `� a SELF ADFERINa e"..•• ` •;E i \ �' 0,1LV'D METAL I DRIP CAP rL aetilMs I WRB LAYER 01, STUCCO WRAP, Ilxpr' WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE i 6' SELF ADHESIVE FLASHING I I CASING BEAD Cam? WINDOW i x•,;,�, i WOOD SHEATHING 15 C (FRAME, W/BAND) `,� aArw�Ma 2X FRAMING ;w 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 SHEATHING METAL LATH: LATH TO BE PER SECTION ,' SEALANT TO WINDOW METAL LATH METAL LATH R'103.1.1 / ASTM C-841-14a, MIN. 25 LBS. ; { PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER n, FORTIFIBER BUILDING PAPER WRIB LAYER AA �p WOOD SHEATHING 1 WINDOW FRAME STUCC_ i WOOD SHEATHING WR8 LAYER n, FORTIFIBER� i1°'�ON e1 eELF-AweRIHa BUILDMGPAPER i mooDeNEAtWINa RaANRIb i �', ".' 1 �' THICK 3 COAT CEMENT E WRB LAYER °I, DAMON a -11 MISTIve PLASTER ; STUCCO WRAP REelerlvE /� / `\ DDAMON Ae 1 TO T� y ! ByA,�PURM��a� / OF W R.A6HMa WRB LAYER 02, FORTIFIBER xxptaliSAY ' 1 VINYL ANGLED BUILDING PAPER e. .pp a 1 D'�"a ON-1'66161"E WRB LAYER 01, � CASING BEAD \\ / �THm11�0"TIVE I STUCCO WRAP i VINYL CASING BEAD METAL LATH �\ �` I I!{ �I (EXPLODED J' THICK, 3 COAT CEMENT an1 1 °mALrLVDAeH nA I 6' WIDE PEEL /STICK VIEW FOR PLASTER \ apt WINDOW FLANGE OVER FLANGE CLARITY) G LVV AL ueATWIt RE6DTivE DAMON -1 TO LAP E-Z BEAD VINYL CASING 1 OFrFLA6FIMIPTOP i 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) A MEMBER -APPLY FULL BED OF SEALANT BETWEEN e seL+<A , 1 FLaa+°�i+aAD "a FLANGE 4 BUILDING WRAP / CASING BEAD ® RAISED tiAa+E,a BUILDING BAND (FRAME) °'eArnw�x'u1N°AHr------- WRAP - -- --- -- - D�4RIM�EIe �61erIVE � .}' «REslsnve SCALE: I I/2' • I'-0' LLRATHE-z e6�o vsm caeus ER REN6TIVE DAMON n �DAdCER ROD FMG SIDING TO STUCCO ® FRAME TO FRAME � LLEAON-2?6DTIVE 16A EZ BEAD WINDOW CASING 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www. bdesigngroop.Dom AA"0003326 J a a ti DPLIM pTJC--• 06/14/21 HCAL.M 1/4-=1'-0" T WA4 010021 CARE 6HOUL0 SE TAKEN IN KEEPING THE VENT PRCPEKY 4', 8'AND IW ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHDWN IN 4-OALVANZED USING 1-1/4' NAILS At EACH CORNER. ROOFING CEMENT BHDULD BE APPl1EDT0 ALL 9NNGLE EDGES ISM 1NIE WTTHEl nl! EDGEAND SEVERE T!E EHRREPETPI- AS VENTOAENNGINTHE ROOF RECOMMENDEDIN SEVERE WEATHER CMSTAL SHGTNN3.SIZETHEOPENNDINACANICVVEWITHTHE CON6TRUCTONZ.CNE6. ETE DPII SHOWN. INTHEENEMAMECCOF VENTFAN 18 USED, AN THE VEMOPENNO IN ACCDRDAIICE WATT WED VENTFAN MANUFACTURES PIPINGCCNIEC110N IN6TRUC110N6. DO NOT CUT INTO TRUSSES OR RAPIERS WHEN W1TN6 TIE OPENND IN THEMOVE INTERFEWNO6HINDLE NML6 ARDLPO TIE PERIMETEROFTHE DPSO TIMT TIEW114NIG FLANGE OF THE VENT LAYS FLATT M TO THE ROOF BHEATMNG.9UDE 1 THE TOPAND SIDEF THE6of T1EVENTFI NIG STO S VENTFIANAEB TO LAY ON TOPS. EN S-Um'IOM TIE TOP OF Me SHINGLE8. ROOF HOOD VENT DETAIL I" N AT ; PLDMfLM PLAMMb DO NOT MEAL MIOTTOFI PN STEP 6 STEP 7 ALIGN RAGNM NV W. MDSE OF MLL Mo. f'�ICALLT PMUN EDS(� MA NAIL4. WIN 10) MMTALL DUPONT PLIDAMP AS TN K AM M AT TNI PLUMBING VENT DETAILS AM APHO" - DOMLM M.AMIMb VRt DRP CAP ROUW) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 VALLEY CENTERLINE 36'WIDE VALLEY 1-8NNG DPA6INERB YNT#N S6F OR HEAVER FELT 8' CP CENTERLINE 61 UNJERLAYMENT �� II WO SHIN E END OF 9NDEN NDENDSNNGL ASPNMLT AT LEA6T 12' EEYDN ROOFING I VALLEY CENTERLINE CEMENT ' CLIPPED OFF CORNERAT O DEGREI �BNNGVE LEY CENTER NE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, MO APPLY OM WU (O FWD AFKM P M.AMNNS (LNNOO Um-SMAL RC-N Olt MOLLAL). IlLon SS.L TO MP bu L IT b TNM COWACTOMS MNPONMMIILTT TO VRNFT' TNM CCMPATIMI AY OF ALL }RODUCM MCLIDMIS NOYMIY AP. MNALAMS A 11N.-APHOUIO P A&*b MAM "A UM DINUb =*TRACTION. 2. MMTALL ALL HATMRAL6 PMIt MA NIMCIUMMM6 mrrm SPMCFICATICMN ITT aMALANfs MAY REACT APVURNLY P NOT CLEAN AiD BEAT. JAMB TO SILL JONT6 WITH pow IPA POLLOUM COMPLETION of OR RETROFIT WORK min 6CHET'Ee 6WOUN SHALL BE M11M.EMMD AT ALL WNDOWS UTH EVIOCNCE OF WATER NTNUMON BELOW THE WS�OW OF'ENNG NITERIOR PERA�ITER OF WINDOW WITH L R ASNN6 AT NXYMWJOR WWCI S AND DOOR OFINNO SHALL ME MULLED N ACCOPEWCE MNTN MANFACTNIKS NWALLATION MISTRUCTIOIM AND APFROVED METHOD U OP PMC RT/SA/ U N ACCOMDAN= WIN PO M MATION MANFACILVR S MMTALLATCN AND KASNNS MDTRN:?IOI& WAMII�LTNISEALANTS MAY REACT ADVEMSB.T P NOT COMPAM WALL FLASHING INSTALLATION DETAIL (MASONRY) MC IL& NM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA#:0003326 1 N W E 0 00 ERTSDIV. 49 I10TI ABBOTT PARK LOT #26 BLK #9 4EAB "1672-ARIA" GARAGE BVINGi: LEFT PAGE: WALL ASSEMBLY DETAILS 6j 8CAIM 1/4"=1'-0" a MET' WA5 N W E 0 00 ERTSDIV. 49 I10TI ABBOTT PARK LOT #26 BLK #9 4EAB "1672-ARIA" GARAGE BVINGi: LEFT PAGE: WALL ASSEMBLY DETAILS 6j 8CAIM 1/4"=1'-0" a MET' WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK T� FASCIA WZ4P DRIP EDGE I\ 1/8' TEXTURED I FINISH ® WOOD I \\ 2X6 BUD CASIO--/ 1/2' TEXTURED FINISH o CMU METAL FASCIA WRAP Ya' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY \ r ®ELEVATION L �zl © PLAN B —ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, 1' OFF WALL INTO STUCCO) TAb' TEXTURED FINISH • WOOD, 1,2' TEXTURED PINION • CM METAL LATH WOOD SHEATHING OR cm UM LAYER N, STUCCO WRS4P(FRAmEE ONLY) Wig LAYER'2, FORTIFIBER BUILDMG PAPER (FRAME ONLY) ROOFING CEMENT — ;'1/8' TEXTURED FINISH i WOOD, 1/2' TEXTURED FINISH Is CMU —2x6 SUB -SAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDr+E . KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND UJM'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x - x x x erg: 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 x x I 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 K x x x x x x ._ .. .._.. .. .. .. .. . .. .. .. SUB BAND DETAIL ® WALL W/KICK- OUT 41E OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL t 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o a Im 1- 111 FB ao IATs PARK #26 #9 p 04181.000-26091 MODE>C 4EAB "1672-ARI9' GARAGE ✓ 'WD40: LEFT PAGE: WALL ASSEMBLY DETAILS 160 E C eLae 3 — — — — — — — — FM-12X18 FM•12X12 \;\ 1 4"S O�NC. \� I W� �I b \, to a eau O *3 1/7' \\ I F-24X24 2,-8„ a 6, 4" 3, 7 `�` 5 0 �1 0 `�� -- ---- — FM-12X18 \`\ _4" PVC CHASE `,, to TOP OF SLAB zi PVC CHASE 1 xirS `�1 FOR ELEC. (0 I \�\ I m ISLAND a 1 1A \`\ `x % I. 1A 1 F m i EXTEND SLAB 1 117 I• :T �6.•5 1/2" Y N O Z O a ," ILL W SI ' p EXTEND I� 2 1A y SLAB 11/2" ,, --- FM-12X,8 4" CONC ao ) LL )o w SLAB ) S 7A of *3 � 5" 3'-5�, �. J 2 LLI 1 1A MC-12X18 FMC-12X18 is Y I 4 4 FM-12X18 1' 1 to L • FM-12X18 J — — — — — — — — — — — 5{42X12 FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'_0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +_0'-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.F91NDICATES #5 BAR, ®INDICATES #6 BARANDICATES #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 -36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xW 1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA2x18 17' CONTINUOUS 1&, (2)#5's FMCA2x18 12" CONTINUOUS 16" - s #5 IN CURB VARIES F-24X24 24" 24" 12, (2) 's (2) #5's (_)p••_q FM-12X12 17 CONTINUOUS 12" (2)#51 TE-1 8" SEEPLAN 8" - (1) 'e _p•-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 , eunDIV. &a L071.01 ABBOTT PARK LOT #26 BLK #9 P""= 04181.00 -2609 Holpmu 4EAB "1672-ARIA" GARAGE EIWMG: LEFT PAGE: FOUNDATION PLAN 160 EXP. C DATjM 06/14/21 mcAm 1/4"=1'-0" 1lREET si 30' MIN. EACH WAY MONOLITHIC FOOTING • y STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i STEEL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND•�p.: �• p • ' • � ` ' - SPACING REQUIREMENTS _ o � SPACING REQUIREMENTS y °—. •, % .�._L ,per •• '. • � �� GARAGE DOOR RECESS -`-FM- g� g w b 6"CMU WALL S" CMU WALL I• . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH �' B' / E i I. a- 0'-0" - '0 • WAY AT ALL CHANGES IN DIRECTIONS y a_ 0• TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS c> TOP OF SLAB •' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • " SEE SLAB SCHEDULE ED E a' BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (I -STORY) ' #3 18" .: " •.. V ' _ SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB . I� •"vi CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET T:d. AT ELEV: W/1r, ISOLATION :. 6" CHAMFER (2-STORY) 4" CHAMFER(1STORV W/ Il 0'-0" JOINT WHERE 24,• ( APPLICABLE) i SEE SCHEDULE #5 31; 12' ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE •may APPLICABLE SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 4 FOR Mo. BAR SIZE N AND BAR QUANTITY #6 FOR NOD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY !r NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'�1'-0" 2 6CALE: 3la"=1'-(Y' GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE' 3!4"=1'-0" 4 SCALE: 3/4'=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. a POURED CELL LAP TOP PLATE A MIN OF 49' o' 8" CMU AND NAIL W/ COMMON VERIFY HEIGHT REBAR �24" O.C. CENTER OF S, NAILS,#4 LAP TO OCCUR OVER 5 LID M. OF WALL W/PLAN SLAB ORN2X66YWOOD BEARING PROVIDE BLOCKING 3 s f 65 a 'CAPPED I WA Y: I I I NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI GALVANIZED PIPE y SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12'x8" WEDGE ANCHOR W/ 2' WJFLANGE ® BASE a I EPDXY. MIN, EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 8!', UNO PLATE EPDXY S12' EMBED. MIN, 16' OC FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. 4 h • CONC., REINF. V•# to SPECIFICATIONS FOR " � BTM AND TOP PLATE � 'x6" USE AND v I ANCHORS W/ tOd 1117 #10 VAA?A ON = MIL POLY ETHYLENE 2 • SECURE FLANGE 21 SLAB W/(4) 1/4" X 21/4" � 1 4 PREPARATION OF HOLE. z COMMON NAILS FILL ALL HOLES, VAPOR BARRIER ON •r WELL -COMPACTED TAPCONS DO NOT USE 10d w x 3" SEE SLAB SCHEDULE CLEAN FILL TERMITE p } TREATMENT SHALL BEQ0 „ 4 S' BORA-CARE 1 , u, - a A TOP OF SLAB •'. a�• 4 (2) CONT. #4 REBAR IV' CHAMFER (I -STORY) •.' •` • ' f 6" CHAMFER (2STORY) 4.�.. 4 (2) #5 REBAR ON CHAIRS • ••, 12"MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 85%• COMPACTEDSOIL EQ. EQ. VIRGIN OR ENGINEERED SOIL ? SLAB HEIGHT LESS THAN Yr SEE SCHEDULE FAND OR R SIZE PER PUN 5 BOLLARD ADDING BAR TO BAR Q�UANmE EXTERIOR MONO DEEP 6DALE 3l4-''� MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 7INTERIOR BDALE:3/4"=''-�' (W/UPLIFT) 1A SCALE:3/4'=1'-0" SCALE: 314"=1'4T' LAP TOP PLATE A MIN. OF 48" ---may AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON •M STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 V4000 BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE 8 BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W0d MASONRY NAIL NAIL 16" O!C STAGGERED. ADDITIONAL METAL 18" O/C SSTAGGERED. # CONNECTORS NOT ADDITIONAL METAL REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 6" CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. 1 _ POURED LINTEL CONT. (TVP.) 8" CMU FILLED CELL(TYP.) ' 6 I•' TOP OF SLAB +—, SEE SLAB SCHEDULE 4 •+� 2X WALL FRAMING 1 a- 0' f SEE SLAB SCHEDULE [/�. SEE SLAB SCHEDULE 12' DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB i '�' MINIMUM EMBEDMENT INTO TOP OD-aF SLAB g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND A •�—• 4 4 • . CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • POURED MONOLITH CALLA WITH 4•:# • FOUNDATION AND SLAB - • O • :'6UANTrtY Z SEE SCHEDULE SEESCHEOVLE • / FOR W.0, BAR SIZE EQ. EQ. E FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY IZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 8 BDALE:34"=''� 9 SCALE: 3/4' T-a' 10 SCALE: 3/4"=1'� 11 (NO UPLIFT) (NO UPLIFT) SCALE:34"=1'-0 Il N. RONALD REAGAN EH LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-7744078 www.e bdeBigngroup.eom AA #: 0003325 o ABBOTT PARK LOT #26 BLK #9 PROJECT 04181.00 -26091 MOORU 4EAB "1672-ARIA" GAPUtGE 81WMG: LEFT PAGE: DETAILS 160 H E C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327B0 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngrotip.com AA #: 0003325 AM � y 9V3DIV Ae LOT: ABBOTT PARK LOT #26 BLK #9 PROJECT 04181.00 -26091 MODEU 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 VRH EXP C DOWEL PLAN SCALE: 1/4" = P-0" 1 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. d 1441 N. RONALD REAGAN BLVD. ia'� • LONGWOOD, FL32750 c°' •' PH: 407-7745078 FAX 407-714.407' www.e bdeslgngroup.com a AA k: 0003325 #5BARS a CLEAN OUT REQUIRED 1'a' FOR INSPECTION . ra 0'-0" FIN. FUR, +1 : , :•a .� TIE ERTICAL REBAR : S • �TO HORIZONIZON TAL Eli REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA T-o' y F s '` py 24 T' I CMU UNIT DIMENSIONS '- ARE NOMINAL SIZES #6 _•1 #7 MASONRY SYMBOLS 47' HORIZONTALNERTICAL > 3 SCALE: 34'=1'-U' !;I REINFORCING SCALE: 3/" exnwlV. & LOT: ABBOTT PARK LOT #26 BLK #9 P1iOJffiCT 04181.00 - 26091 STEEL REINFORCING IN GROUTED 1 SPACING REQUIREMENTSCELL SEE PLAN FOR SIZE AND 4EAB "1672—ARIA" a GARAGIC EYMCG: m B"CMU WALL LEFT TOP OF SLAB a' TOP OF SLAB PAGE: } _SEE SLAB SCHEDULE .4• •� a . •^ � ' EXT. PORCH SLAB BAR SIZE 48 BAR DIA. r, : '•a .• n ,• • • DETAILS ,. 4" CHAMFER (1-STORV) W/ 1/7' ISOLATION #3 18" b • e S" CHAMFER (2STORV) JOINT(WHERE #4 24" .q a APPLICABLE) i MATCH STEEL #5 30" 10. 1 REINFORCEMENT MFJi 5tr #S 47' ci THRU FOOTING PER SCHEDULE 6" PVC CHASE THRU FOOTING S #7 42 MATCH STEEL ' PVC CHASE REINFORCEMENT SEE SCHEDULE FOR ,QUANTITYBAR HZE PER SCHEDULE AND BAR PVC CHASE THRU FOOTING SCALE: 3l4"=1'-0" P TM D06/14/21 SCALE: 1/4"=1'-0" e*rmw S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER a 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 TIC REMARK D 1 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi)BTM. SIZH, ZE 1 REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB7 MASONRY 3000 8x8 (1)M5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES W�\� 8F16-1TIO; BF16-1T/OM/DB r AF1R_1T(nIJN1R F 2 6 s�J.pr4r aa116 % 0 �% GT 0,>� J E S% >� I I % ! % d i % i �% ✓� I % i B % d ♦ d ! % i y d 9 R S d � ! i! d 6 I 1 d � d � d � d di d UNO, PROVIDE BB1 WHERE d E ROOF TRUSSES BEAR, TOP d OF WALL EL. 8'-O", UNO. d d3 E 3 d 1 8 3 E d A d r % E 4 ♦� ( I % () %% % %� 8RF14 �% I % 1T5 4/08 LIFT BEAM PLAN SCALE: 1/4" = T-O" i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.eom AA A 0003325 � 1 milli 11 eunDise LAT: ABBOTT PARK LOT #26 BLK #9 Pv PROJECT 04181.006 26091 MODEIs 4EAB "1672— ARIA" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 H E C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL. REBAR W/ 1D' HOOK �" T1'MCAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 3l4"=1'-0'• NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k6' ,#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. dry REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND ��Gt�'• AS DEPICTED HEREIN. STRUCTURE. A DOUSE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �Y TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'ki6A' b OJE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL s 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *—°--* / /� 8x16 DBL. BOND TOP F / 2 S BEAM W/(1)#5 BAR BOND BE �\O<H EACH COURSE • • , W/(1);p5BAR.`; BOND BEAM I ��pr''OF U = UNFILLED GROUT GROUT SOLID FRTOP NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF OS'S, IN 2ND BOND BEAM, IF FILLED !BEAM COURSESEE NOTE5 • 8x8 BOND BEAM TREFER, 16-1T/1M/ BBxB PRE -CAST CE 'LINTEL W/ (1) #5 NOMIHEIGAL FO# #5'S, TOPLENGTH OF BAR OF MASONRY OPENING-7'IT IS LNIS ENGINEER'S INTENT BON08AMCOURSE ORI, n BEAM DESIGNATION THAT XFXX-,T/1MB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRECAST CE AND THIS E iTIOM/OBINDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOS AND XUX%- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1TO" INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-316 TAPCON OR DRIVE PIN (MIN DEL BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-11#' #5 BAR BENT AS SHOWN EMBEDMENT �3 1{4" PRE -CAST '4 WINDOW 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114') 6' >p 7a SILL FROM EACH END AND 16' - SLOPE O.C. MAX. MIN 1-114' 4 M EMBEDMENT OPEN FACE SHELL SO 2XB (MIN 2 X 3) 2-3116 AS TO ALLOW BENT TAPCON OR DRIVE PIN (MIN BAR TO BE PLACED IN SHANK SIZE.145 MIN HEAD it/ NT 2X4 SOLID BLOCKING " UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 1X') 8" FROM ACHE DEAND RE TO SHEATHING / EACH CELL HOOKED IN O.C. MAX. MIN 1-1/4" 18" MINC2- 2d PER ELK EA. END TOP BOND BEAM W/ EMBEDMENT LL STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMUWALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 314"=1'-U* ,1 4 SCALE:11/P=1'-0 5 SCALE:34'=1'-0 PROVIDE 3" DIA. HOLE IN LINTEL $O THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ISINGLE #5 CORNER n BAR, 3Ox30 TURNED UP I I FIIL TURNED DOWN INTO STEEL REINF. OF FEDCELL BOND. BEAM PIER Bx8 SINGLE 8X SINGE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. I( / STEEL REINF, OF AT EACH SIDE OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4' 1'-U r:1 SINGLE LINTEL, MULTIPLE OPENINGS O SCALE: 3/4"=T-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,8078 FAX:407.774.4078 www.abdesigngroup.com AA #: 0003326 V C acran:v 4e w .1 ABBOTT PARK LOT #26 BLK #9 PROJW' 0418100- 26091 WODZL: 4EAB "1672—ARIA" GARAGm OWUgG: LEFT PA4E: DETAILS 160 11PH EIAC FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 a 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. TRM MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - T-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdosigngroup.com AA M: 0003326 S3 it SUBDIV" Aa LOT: ABBOTT PARK LOT #26 BLK #9 P1tOJZCT# 04181.000-26091 MODEL: 4EAB "1672-ARIA" GARAGE OWWO: LEFT PAGE: FRAMING PLAN 160 H EA C A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d X 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 t' 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. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27 XIf'. 6", 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, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SC LE:34'=1'-0 GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/(2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 0 24" 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 "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS *' x 2 f' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' X 5" TITEN HO TO CMU AND (18) SDS *' x IX2, 21 WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3)16d GALV. COMMON NAILS. (2) �' x 5'7ITEN HO TO CMU AND (18) SDS j' x 3" IX2 SECURED W/ tOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' 0/C SEE SCHEDULE SOLID, B' 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: 3!4"=1'-0 20 GAUGE :1/2 HDG NAILS i END. TOTAL OF 10 FLOOR GIRDER 5/6" A.B. WITH MBEDMENT TO SLAB & (18)16d x 2X4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .es 1/2" GYP. WL. BD. GIRDER/WOOD POST CONNECTIONS X 5 SCALE: 3/4"=T4' . a r,-"\FLOOR TRUSS CONNECTION @ L.B.W. BDALE: 31W1'4' (NO UPLIFT) OTCH DEPTH 1/4•D >� HOLE EDGE >5/6' I' OLE DIAMETER <2/5•D SGL STUD OUTER 113 OF SPAN ONLY HOLE EDGE >5/6' 011 BTM. HOLE DIAMETER PLATE <3/5•D DSL. STUD STUD NOTCHING 8 CALE: 1 1!7'=1'-0" AND BORING LIMITS S VMAX(W/lX4) OR 10-0 MAX MQU) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 l/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) ll4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" IX4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lX4 BTM. CHORD BRACING 6-U' O/C —END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'4" (1) "X" BRACE 30'-V TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 2X PT. PLATE TO BLK W/ 1/7' DL4. ANCHOR BOLT W/7 WASHER SET IN HIGH STRENGTH EPDXY 5' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d%(M EACH TRUSS TO BE INSTALLED 10'-U' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG TTRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. &ALTIgERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 b91 All G._L_J 8USDIV. & LOT: ABBOTT PARK LOT #26 BLK #9 P11eoJEc 04181.00 —26091 MODEXI: 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH E C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12tl @ EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER STRUSSES) '4" TO 30'-0" (1) "X" BRACE 0'-1" TO 60'-0 (3)"X" BRACE PRE-ENG GABLE TRUSS 1) "X" BRACE @ CENTER 2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 3 l F PLYWOOD SHEATHING, SEE ---6"— "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 214 RAT RUN 17' O/C AND APPROVAL SECURED W/ (2)12d's 0 MASONRYBONDBEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4" 1'-0 VTCR SPACING (1) AT EAI AND 6'-0" O. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING TRUSS(TYP)O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/7't WASHER SET IN HIGH ,[ STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE 3/4'�1'1P 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.00m AA 8: 0003326 4 O oumlV. AO Lo'P: ABBOTT PARK LOT ##26 BLK ##9 PROJm ' 04181.000--26091 MOOR l 4EAB "1672-ARIA" GARAGE 81WMG: LEFT PAGE: DETAILS 160 MPH E C IT ( o LRYNDA AR nw 08/14/21 8CALE: 1/4"=l'-0" si mw S3.1B L F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7.16 ZONE i = 53.00 PSF (63.00) ZONE 3 60.90 PSF (70.90) ZONE 2e -60 .90 PSF (70.90) ZONE 3e = 70.40 PSF (8040) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93:80) ZONE 2r = 70.40 PSF (SOAO) W- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DW400OM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (4=0), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP i (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 I ASTM 10d RING SHANK, 21/2" 0,131 F1667 S N 170.000 RING (16-20 RINGS RSRS-03 ed RING SHANK, 2 3/8" 0.113 667 SCREW SHANK PER INCH ) R RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 1, BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE FM 0 FRAMING NM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 *2 SYP OUTLOOKER RAFTER W/ BLOCKING 1S'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 02 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS ® 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS (p 4" O.C. ON EDGE AND 4" O.C. IN FIELD 20NE 3,3e, 3r 10d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD )'ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN EDGI4'OC BGTTQN EDGES. TOP & tl 49 x fil ?O FXT •RHFATHING B o omm��It 11 I 11 I 111.1111,1111'llll'lllllll`_ t' .. 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 88 Z' DECK SCREWS 0 6'-8" O.C. MAX 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 GSNERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW R DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AN D SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL COWORMTO ASTM C3YC33M. MAXIMUM AGGREGATE 81ZE SWILL BE31C.. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NO•• µBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64A0. CONTINUOUS POLYETHYLENE VAPORBMPoER MEMBRANE UNDER ALL SLABS-0NGROUND WHERE INDICATED ON INUOU IL CONMS RER MEMBRANADHESNETAPEE CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. B INCHES AND SEALED WITH ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT MATH CONCRETE OR CONCRETE BLOCK SHALL BE 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 FORAM! -WORK% CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 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 W OF HEARTWOOD. EXCUJSJONS FROM TWESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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 fit UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WPI M %MJE MOH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES°° ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL S BE SUPPORTED WITH 2°CHAIRS SPACED 3'-0' OC ' EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REMWORCINO STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AOI5M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A44S/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE CJ78II(M L OAN: 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 IFABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf FIND VIER TIDAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -nonconcurrsnt TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nonowlmmnt 45 BAR 30" 07 BAR 4Z' PROVIDE 3B' x 38°CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 psf TOP CHORD 20 psf TOP CHORD (7 PsfW ASPHALT SHINGLES) (10 psf w/ No GYPORETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 Psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT: I 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 STAIRS LIVE LOAD 40 sf WALL' TRUSSEWGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED=10p MPH3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY ID INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEAeIBIUTV 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS' UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf PLAN SHOW NG 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. SI'JOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P31 AT 28 DAYS, UNLESS DOCUMENTS WALL 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, FOUNQATIOW SITE PREPARATION' "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. SHALL BE 3I8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F N- PRIOR TO THE ADDITION OF RASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 MID ASTM C94 C94M OR MEASURING, MANQ TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RE"SIBJLITY OF THE TESTING LABORATORY TO NOTIFY THE "ER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMRWNCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY 8(POSED TO EARTH(FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1/2' FOR IS AND SMALLER 2' FOR 86 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-1/2° FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURAL =Uz THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL SHALL ASTM STEEL L BE A M A36/A38M F = 361a1 FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL 8 A Y B LL E TYPE A5(0/A500M GRADE B F = 46 Awl. STRUCTURAL PIPE SHALL 8E ASTM A53/AS GRADE N R y 3M, DE B, PE E O 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 WTH 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 APPIIG SIZE SPACING REMARKS APPLIGRON SITE TYPE SPAONG REMARKS 1.2 PT FURRING TO CASE HARDENED CO IL SOIL OARN3EDOORBUCI( ill TAPCON MA60WiY BQC 1,12"EMBED, 1' END q6T.. MASONRYICONC. N I -LONG. TO MASOMYAY3NC. FASiETER I1 EWE DIST. SOD. AL. EAR.W CASEHARDENEDGOIL 0'OC WIINRWWI-FASTEN® GARAGE WOR BUq( 'W IDA E%PPN610N BOLT 1YOIC DVIP A) 1"EMBED.. 1"END q6t. Ix PT.8EENOTEB NAIL I, LONG. STAGGERED OMASONRYpJFC iO MASOMY/WIIO NOIC I,YY OW 0. WINWWBUgc CASE HWWNED DO B"QC WINWWDOORI FASTENED MEru sTRAp ro CONTACT THIS ENGINEER FOR SPACING x T, SEE NOTES NVL „rr LONG. ._EREO INro MAsoNr - MA6oNRrlarID REQUIREMENTS 5x SWING DOOR (Z)y,ggq, 'TAPCOM II EMBED, B"EFD. NON9EAPoNG WOOp 1/Y°-ANSION 4"EMBED 4'END BUCK 2x PT. BEE NDTE a NO -ER FA.- /C EDGE qeT. WALL TO HNC. SLAB 31,E WASHER BOLT q6T., Y' EDGE q h Pt W1NWwBLCX 0.130°PAFx 21IS' 9"CAC 4" PT T08TEEL COL., SEE W/WASHER 9TAWERED EWEg3r.1� NOTES END gST.,i NOR 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURALAPPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR 6WNG DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i"I N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.com AA A: 0003326 MINN p. U C sulwi ►. as TAT: ABBOTT PARK LOT #26 BLK #9 PROJM 04181.00- 26091 HODEA 4EAB "1672-ARIA" GARAGE OWMWG: LEFT PAGffit DETAILS 160 MPH EA C FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7Q STAPLES INSTALLED I SOFFIT 1D THRU SOFFIT AT NAIL HEM AND IN VALLEYS Im ' MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @�` 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT e„ WOOD BATTEN @ 'STAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR 8Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 8" MAX.-c4lo— DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS 3D J-CHANNEL-" J" r r%r"T' A 11 r- J—VI Il11Y19LL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'—SIC, Imo --SPAN 'L!------6_ SEE DETAIL'A'' SEE DETAIL'E" EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT� SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BY OTHER EMB. X2 WOOD BATTEN 11 OFFITO �J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER TRUSS/JOI LOCATION NOT TO rBY OTHER EXCEED 24" O.C. INTO OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 2X2 WOOD BATTEN @ _ . 11 1X2 WOOD BATTEN —"�� rO SOFFIT fNSTALLATION SCREW, J-CHANNEL— BATTEN ATTCHMENT ® 1" FASTENER SPACED 24" Og a MAX O.C. STAPLES INSTALLED @ DETAIL C o—;CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12".C. MAX. (INTO CONCRETE/MASONRY) OR EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO 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) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. L/C 1 /1IL /y 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdeaigngraup.c m AA #: 0003325 L `loll, aysa:v ae LOT: ABBOTT PARK LOT #26 BLK #9 PROJZCT# 04181.000-26091 MODRU 4EAB "1672- ARIA" GARAGE ewn4G: LEFT PAGE: SOFFIT DETAILS 160 MPH E . C is BCAXJ rl/4-=r D*Emm SDZ 0