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99 91828-4EBB-CAL19 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPHY HIL PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 I TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FIOBIDA W=DM Cog, gg3D)gMU4 7M aolnoN I STATE -ALL LDCAL AND $iAlg CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB . MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED -volt=160 MPH Vasd=124 MPH .EXPOSURE ESIDENCE - C -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE aC AIR CONDITIONING ADI. ADJUSTABLE T AMP ALTERNATE AMP. AMPERAGE O BOARD CL CENTERLINE CAB. CABINET CLG. CEILING cLR CLEAR CONC . CONCRETE CPT. CARPET C.T.DRRYER"BOTEE D.G DOUBLE GLAZED DUAL DNA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR DS, DOWNSPOUT DW. DISHWASHER EA. EACH ELEV, ELEVATION EX EQUAL exH. EXHAUST EXT. EXTERIOR FG/FX FIXEDGLASS F G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR. FLUORESCENT FR. DR FRENCH DOOR PTO FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL GTI GROUND -FAULT CIRCUIT INTERRUPTERT.O.S. GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB NOR. CORE NO. RHI SUL wl� TON RJY INTERIOR LAY. mcM MIR MIN MIN. MT MTD. MTi., N.T.S. O.C. PL P.B. PPLLT PLYWD. PR P T. R. RAD, R.A G. R£e. SM. RO S.C. S D. SIF SHT SHTFIG. sHWR SIM SL. SL.GL. STD, Sws FEW THK. T.O.C. T.OP. TYP. U.N.O. W. w/ WOW. W/H WI. LAVATORY MEDICINE MEDICINE CARNET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL SCALE ON CENTER ON TER PROPERTY LINE PUSHBUTTON PPLLATEE PLYWOOD AIR PPRESSIIRE TREATED RISER RADIUS RETURN AIR 'RILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXIDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWFx SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOFq/OIQ1 WITH WINDOW WATER HEATER WROUGHTIRON DATE DESCRIPTION "As COPS ISSUED ARCHITECTURAL SHEET DESCRIPTION ®� 20� M(, UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG p1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG —WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS FIG WA6-WALL ASSEMBLY DETAILS OMAS CD'SRE-ISSUED 024VID SIDING ELEVATIONS ADDED O '�� �'SRE-LAUED 04/IW FOOTMGRENSIONPER M.BCIIES ADD 1aeuED 02/" O2/PL9 ADDED CUgBLE86 HOOTER AT GARAGE DETAIL (FORT MYERS) D 02/22/10 PLAN MAINTENANCE ONWIS REVISED LINTEL SIR AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �t� S .FT. CN!�W.'S 04R4AS ADDED ADDITIONAL RECEPTACLE M GARAGE PER UILL BATSON (MELBJ 04/2� REVISED NVAC VOLIMS ON SOFT CALL SCHEDULE (MELB) LIVING 1,028SQ.FT. GARAGE 430 8Q. FT. ENTRY Ib sFT. (z LANAI 88 SQ. FT. TOTAL 2,162 Sa FT. OiID/IS AWED 'EXTERIOR MOW DEEP FDOTER` DETAIL I2/81.IA(ORU 06/21AS ADDED LED LIGHTS a KITCHEN 4 BATH MR MAW BOLLES 01A9119 ADDED STOPS OPTION ELEVATION G 1 D ITAMPA) O9/1u13 ELEVATION G' 81DMG-ADDED LOUVER •GABLE ROOF 1045 IS ADDED OPT. S'-O' CEILNG HEIGHTS OV0140 REPLACE USP CONNECTORS UITH SIMPSON CONNECTORS 04AVM REVISE SCAYENT RADON PLAN DIMENSIONS 04AVWO OPT. W-O' CLG. HOT.• ADDED LED LIGHT IN FOYER 04*WO OPT V-m' CLG. NOT. ELEVATION 'C'- REVISED HEIGHT OF ARCNWY OS/®b%i8 ADDED F1.EvATIONB •L' TT' (oRL) STRUCTURAL SHEET DESCRIPTION 01A/2O ADDED ELEVATIONS TYs'•T1N'•1'IB' (ORL) PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2—DOWEL PLAN PG 91.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS PG SDl—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RE,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 2020FSCUPDATE 03/O3R1 ADDED SOFFIT DETAILS 0446,21 ADDED ELEVATIONS W N '0' (ORL) 04Q112I ADDED STONE OPTION ELEVATION TV (MELBOUIINE) O5/0U21 ADDED ELEVATIONS'P' N'0' (OR.) m3/Fva1 ADDED DEN oPr. (TAMPA + FT MYERS) O&W121 ADDED 20' FOOTEROPTION (TAMPA) 11 N. RONALD REAGAN SI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o Ail N f O s A eUDDIV. & I.OT: ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.006-02131 MODEL- 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE R00F ALFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUmme 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVAMN CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT 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. EXTERIOR SOFFTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) Il N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 R S o 64 u r4v� W 0 x OSLT13DIV. Ce LOT ABBOTT PARK LOT #2 BLK #13 PvtoizcT# 04181.000-02131 MODEL: 4EBB "1828-CALI" GARAGE 8WnCG: LEFT PAGE: GENERAL NOTES %160 MPH 22 DwIX1E 09/21/21 SCALE: 1/4"= V-0" SHEET GN i+J ' AW_A' DIIlttttllo �! olltttttttttlCllittllittttl0 �� � olttttllp i OIICI 0 � I � � o 0 ::11' 11 Iollllo - - �' olltttttllla i . FLAT m NOR RAWSE ME mm 0 Vm om I0 � �'� o ■M e Er7nre7� ■ �:.�. �. <V1 o • a �. . AS REQ. - - CODE GARAGE o I I' i FOYER p B:II' 11 my - . „, _ olttllo' ollttlfo' .. olltttttl!a ��0111911011a FLOOR PLAN SCALE: 1/4' " I'-0' DEL. TOP PLATE 9 �n BAR DETAIL A BCALE:1l1'"I'-0' Itttttttttttl 1�l17/1ll� SQ.FT. CAM'S LIVING 1028 60. FT. GARAGE 430 SQ.FT. ENTRY 16 SO. FT. LANAI SO SO. FT. TOTAL 2362 SO. FT. OOIFONST AFD CLIDOIp SD LOM UM MSD EtgSIIE FOR S SEOOID OURS CPO= Som 201E 0WHIIIDMtl R31111FKB AIDTRE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 OR MIN. CRITERIA O.G.D. MIN. 41 5 31/-39 CRITERIA 16010 OAD. IO 5 28.2/-315 12'x12' SOFFIT I 5 313/-49.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DA78 VIM HDR. DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SU d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngmup.com AA #: 0003325 4 y > 13 t SUBDIV. to LOT•. ABBOTT PARK LOT #2 BLK #13 PROJECT* 04181.000-02131 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH YqP., C 202 DATE: 09/21/21 SCALE: 1/4"=1'-0" SHEET Al -/-18'-4' SLOG. HGT.I _---------------- FYPON LVI2X24 OR EQUIVALENT 11 SHINGLE ROOF b LAP SIDING AS SPECIFIED (TYP.) 4' FREIZE BAND (TYP.) TRIM EIOARD ITYP.)� A ❑�.—DECORATIVE SHUTTERS OR EQUIVALENT - 1 ■■ ■■!TYPI u I I I I ICI H FRONT ELEVATION SCALE: 1/4 . 1'-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FECR R103.4 OFF RIDGE T 8'-C' ERG. HGT. 0'-0' FIN. OFF RIDGE T AREA OF ATTIC = 236950, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA X SOL INCHES PER FT. 11441 = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC - 56/.36 SO. IN. OFF RIDGE VENTILATION AREA 115 $0, IN. PER VENT 567.35 /115 TOTAL#OFVENTS REQUIRED = 4,93357 TOTAL# OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LE55THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALLNO OVERHANGSINCUIDED ,48'-O' ERG. HGT. r�r Kno ME OFF RIDGE T v REAR ELEVATION SCALE: 1/4 . I' -IV' TEXTURED FINISH 8'-0' ERG. HGT. - - _ - - - - - 8'-0' ERG. HGT. iA 0'-O' FIN. FLR , oV'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT b 8'-0' ERG, F-1 to 10 s 0'-0' FIN. FOR. - --_-_------------------ -----'-------------- 0� RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I DECO. DTL. '-O' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a 6 d ISO o N 0 A i BUSDm de Loll ABBOTT PARK LOT #2 BLK #13 PROJEC 04181.000T —02131 MODEU 4EBB "1828—CALIFF GARAGE BRING: LEFT PAGE: ELEVATION LFc„ 160 MPHEXP. C 2 SCALE: 1/4"=1'-0" IS MET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES oSV OUTLET 20 AMP 6W.LE POLE IIOV OUTLET IIOV OUTLET N CP OUTLET MIOD TO O UITCM GFI IIOV OUTLET EQUIPED Uapo PAUL IMEMPTUR (TAMPER R MMST4IT tTPE) 220V ouTLEr (4) WIFE E QMf4ECTION YP' GR EXr. WATERPROOF OUTLET GROUND FAULT MIIREIPIER SWTCH SWITCH 3-WAY Omit SWITCH 4-WAY OPER. YWLL MouOSO \J LwR CEILING LIGHT © LED CLG LIGHT LED VAPOR ©vp PROOF LOW O VP VAPOR FROM Low Op IECEIW CAN eVENT. PAN I C M PER era FT. VUNT. FAN uWLIGIM I---- v TaXruE (aPEc's TED By PLUORE 2-BILE WRAP ® �IGI.IT (RE@SEED) 4R000 �UI��I� T 2-EILG WRAP • (SIJI! Tf1TJ ARCSD 21PLUORESCENT 4' RJ)OIESCBIT •-°�--l--�21 C 4' TRACK LkWT O PANEL METER 3MICKE DEttGTOR MATT ffiAcmt� rMWALL MCUR ED RAn. Rm4W. SMOKE DETECTOR WEIISEOWEL ® Sip C'N MONOxm EIOKE DETECTOR OQlb NTER-001SECtm MULL CIE A ORTANCE OF NOT LESS THEM 4' FROM WALL Lf\ NATURAL am ► TELEPHONE JACK UA4 WATER WATER DISCOUlCT AIR CONOITICMNS SEE AMU ON ' DUOONAACT TWIG SWEET I"Q TELVAWCN Mm Sox TOLIN3 SUIPPORTIN O J-Sox AC O OANCRED WV SOX APS=AS F 1M4POCTI RAW OR CTICN CELNG BOX CEILM PANLBHT To BE SUTORIEo N ACCOROANCE WV SOx MARKED AS 0004 FOR ON 24' NOANDESCENT LIGHT STRP RII 36' W-ANDESCSNT LIMIT STRP enn�nnnn 4V LIGHT STRI• ROOD LIGHT OPT. sacURITY KETPID PB. PWM-BUTTON POR CM!'ES USE PORT • LOCATION OF TV JACKS A PHONE CUTLETS A PANS To BE vow"",• HOMEOWNER PIE -CONSTRUCTION MEETNG. • ALL E 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PISDNSIO)b OF MCA ITDITidN (2020) A NEC 21OJ2 20M EDITIOIL yH1 • 20 AMP DEDICATED LAU PRT CMCUIT. • Gw • WAND (NOT ON KITCHYN CISCUIT) •'o(&uAMeR DISCQSECT To an LOCKOUT IN PANEL • BATWPI OM ENGLAUST PAN TO 14AVE• MK CAPAOTT OF SO Co" INTERMITTENT PER ELECTRICAL PRONMONS OF SECTION MOV73 • LAUNDRYROOM ANDAND DEACLE SMALL ME GROUND FAULT CMMIT-NTEMOAPTER PROTECTION POR PERSONNEL ON FEEDERS • WRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FETE ITN ED (2E291 • ALL WORK To CQ'PLT UNTM ELECTRICAL PROVISIONS OF TE PWR rTH ED (20mi • ALL LAMPH 6HALL EE SELECTED BY EU11De! AND TE3t OP LIG(.ITNG N1MT E[ M.lRST E}PICIlNT TTPE PE!! VATIO ERICIENCT) 202o. TIh A Rsoll 0 LIVING ROOM I 2 CEILING MTD. LIGHT PRE -WIRED' TO BE �. .� CLG FAN INSTALLED, BDRM.#1 IRED L' J / PROVIDE FANI J-BOX FOR C`.'3y��.'� F ,CLG I OPT. FAN PRE -WILD \\ \\ CLG FAN \ 1 DINING OO in I 5'_b. SD. I I -- l �� wo Q9 / L ---SWITCH IN CABINET I 1 ---i--- -------- L W.ICG — — — — L GPI (y )/ OUTLETSmYC � / ' L VP V OR OW KITCHE / RANGE / M O GFI I lug_ �I / HOOD WIRE W/ I OUTLET I PRE -WIRED �I FUTURE MICRO 6-1 CLG FAN ll�` I BDRM.j I I RED I n I CLG / CLG FAN GFI ! WH 44'AFF. P.B. FORARAGE / jDOOR COLLARD ASREOPER_—may}p• / 1 ----- ---- ODE L� CL--- 1 J ;; �_ LED LIGHTING LED LIGHTING WALL MOICH INJ LIGHT W/SWITN I C SINGLE LAV. ® DOUBLE LAV. /� ATTIC S/CO I BATH "2 BATH h GFI CLG METER OUTLETKEYLESSj \ FIELD VERIFY IL 1}1�� \\ BDRM,,f PROVIDE 34ro CU, THWN PB CUIN 2' CONDUIT oR 3 IRRIGATION FOYER <LJ / \\ µAp AL, THWM • PS CU IN 2' CONDUIT OR 2nE AL SFje (CONDUIT TO TERMINATE AD" SOFFIT • ortluwHGJ OUTLET ! \� 48' AFR / 150 AMP ELECTRICAL RISER ' GFI E �.G — L: `�J NOT TO SCALE. OMC4 NNECT WITCHSERVICE ISO AN I° DISCONNECT SWITCH AND 120R4m VOLT \ \ PRE -WIRED CLG FANTIMEPOOR GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL ELECTRICALPROVISIALL M ELECTRIC METER IN F++^SE NEMA 3R ENCLOSURE PAHEL O I EDCOMPL7� LOCAL COMO, AND LOCAL POWER P9. FOR COMPANY IEOUIREMENre. BOA!)P IMIES—I O E. ALL CONDUCTORS SMALL BE TTTE T WNA14N ULESS SE . NOTED OTHERWSEEll. — — — — — — — — — — — — — — — — / lINI TELmrara 0CC uxE7aLT^JNC / eNrRANn sawvlK:E ENTRANea EQUIPMENTEQUIPMENTEN SaIErT OPT._— — ------ _---- ----_ POWER COI'P'ANT COACH TRANSFOR'ER SNTERSTSTEM BONDM6 LIGHT WSADE r VOLTAGE CONNECTIONS ELECTRICAL PLAN SCALE: 1/4' • 1'-0' PROVIDE 150 AMP, W440 VOLT, I PNAN SECOND ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 114 OJ SERVICE GRCND CONNECTED TO CONCRETE ENCAMP POORR STEEL PER 1-112" DIA 604EDULE W PVC CONDUIT OR PROVIDE 3 Oro A1.U1MM (AL) IN 2" DIA SCHEDULE E0 PVC ELECTRICAL PROVISIONS OF THE PECK TTM EDmm (2E2E1 L.' CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIO COMPANY. COOImMATE WITH 11411 ELECTRIC DIA X 8 PT LONG COPPER CLAD GROUND ROD • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 000332B C c aysDly ae LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL' 4EBB "1828—CALI)I GARAGE $RING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 2 DATE: RI09/21/21 DCAL.E: 1/4"=1'-0" B*mzT E1 OND Lail I 9 I I I — --- i0 Ej I B I I LAV. �I LAY, I II I I n I i 51-M PAN l 1 O -- -- 00 3'-2' II' -I' jlj 26'-5' 0 II III A2' VTR 21 'L I�j KITCHEN II12�4)riI\`\ OINKUU 2' VTR 3�'2. 3'-I� I�-I 2.1 r 1 1/2' AUTO VENT �. I \ O I IR' 11/2' I I I o I �1 1/2' � \ � `l 2 1 1/2--i2-j /2'� -----� LAV I 11 1/2' 3' 1 I TWO L V LAV ° — — — — — LAV. 2' 3 I I I 3. 3, UDC I 2 SHWR � I/2' 3' 3' a 2 WASHER co I TO MAIN I PLUMBING RISER DIAGRAM I I ------------- oilSE PLUMBING PLAN SCALE. 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774807E FAX: 407-774407E www.abdosigngroup.com AA #: 0003325 °J C p p p lu Krw W Q aUBDM Se L.OT ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL' 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 2 pp.mT mm*' DATW. 09/21/21 OCAL.E: 1/4"=1'-0" a*== P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT BHBLL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 844ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER, ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRLINK l BALANCING DAMPER OR OBD (' CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: %ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) W CONCRETE SLAB l8XI 1/4' SHT, MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER----y - CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB TRN REFRIGERANT LINES TO PLATFORM RETU CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG —��FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN —OUT (TYP FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN —OUT (TYPN ■ MECHANICAL PLAN SCALE: 1/4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 04 rr s xx. A S BVHDIV de ' T: ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.006-02131 MODEia 4EBB "1828-CAU" GARAGE 91r MG: LEFT PAGE: MECHANICAL PLAN 160 MPH E . C 2X4 TOP PLATE — .. 1/2, CLG. BOARD PRE-FAB TO" 1,12' DRYWALL SECURE BIT. 2X4 WOOD PLATE TO SLAB STUDS *24' W/ 10d MASONRY O.C. NAIL 32' O.C. MAX SLAB FIN, FLR .71ULJu im ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE (2)TYP. INT. WALL ( NON— BRG. ) pl SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F15CR WD.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �35/8'ORD 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA,) 000WAR 85A0 VJ• nacic x COAT r cru aaa FORTLAP CEMWT M-4wn le APFLIED STMC71RAL FOR RLpilomw'M 1/2' DRYWALL Doommy TO MAaONlr 2.6 F.T. so 3 5/6' OR 5 3/8' METAL STUDS ATTACK To FILL O 24' .G. 20 GA METAL TO BE �� INSTALLED IN WALLS T Rto. RECEIVING UPPER/ LOWER 3 b)W OR 5 C^LK Aro DEAL aEALAW � CABINETS AND TUB/6HOWER I5 3/S' BOTTOM VaaR woo GA METAL TO BE INSTALLED CHANNEL (25 0°A'T"a 6TRF IN ALL OTHER WALLS. STUDS GA.) SECURED MODM ALL TO dE SPACED 16' O.C. AT 2ND TO CONE FL I FL naEr. FOR.. APDOLM Dnwi� FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' cm T ,1G [�MA�OCEia STAIR WELLS AND DATHRDOM PAIR A TO N' m• FAMNED TO WALLS W/ TILE FINISH WOOD FLOOR uoao MAM LOW JAMS Flit W/ 1/4' WOOD FRODYCT 6ALV.67%. APPROVAL Rao. TRACK OVERMaAD DOOR Sr OTICR! WOOD BASEBOARD SCREW ;. SVaRT� FAMMM TO I TRACK ando M ROOM S W/ FPW=T APPROVAL RaO. FINISH FLOOR 1—STORY TYP. INT. WALL _2B GAS LINE THRU BLOCK s GARAGE DOOR JAMBS SCALE: 11/2'GI'-0' 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.I'-C' P15EIIZGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR W5.1.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 805.IJ. THICKNESS AS PER ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE OR 1/2' HIGH STRENGTH CLG. 2x FASCIA PER BOARD OVPER REFERENCE ELEVATIONS STRUCTURAL VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE -ENE° TRUSS WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER REFERENCE STRUCTURAL SHEET SNI.SECURE PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE TYP. 2x FASCIA PER ON SHEET SNI ON. ELEVATIONS PRE -ENS. GABLE TRUSS R-4.1 INSULATION VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 2x P.T. SECURED PER STRUCTURAL DETAILS —FERENCE SSTTRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND $, CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BED). _ DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLR a °a n W/ WINDOW OPENING ti 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R30I.13 AND 160 1.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4*-I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE It OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COAT-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' cm �2X4 SIFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING 15ETILEEN TRUSSES --PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPRIGHTS PER 8TRUCTURAL DETAILS cu.. PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED F'ERJ STRUCTURAL DETAILS \ 0 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. 60. WOOD BASE FIBERIGLASS SHINGLE$ WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 < ° — 0'-0' FIN. FLR a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 160S.5.I. W/ WINDOW OPENING Dn_ TYP. WALL SECTION " NO OPENING NOTE: METHOD TO BE USED FOR THE %5_"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR WS.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 A a U9VHE Ae IAT ABBOTT PARK LOT #2 BLK #13 PROJE'T6 04181.00-02131 MODEL: 4EBB "1828—CALI" GARAGE 87RNG: LEFT PAGE: DETAILS 160 MPH EXP. C 0 F-piturrDI 09/21/21 SICALE: 1/4"=1'-0" SHEET D1 JGh 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V LW X 8' J-BOLT W/ 4' MIN. EMBECMENT W/ 2' X 2' X V6' WASHER 4 NUT OR W/ (2) U2' X 6' ANCHOR DOLTS W/ 2' X 2' X VB' WASHER 4 NUT m m CURE 2X4 TO ax W m m m 1/4'TAPCONS 1 1/2' EMBED, S' OL- 4' END DIST- 1 112' EDGE OIST. W SIDE& 2X6 GARAGE DOOR BUCK SECURED W/ (0) V2' X 6' J-BOLT OR ANC 4OR BOLTS, W/ 4' MIN. EMBEDMENT, EV 2- m x 2' X IA!' WASHER 4 NUT. (I) WITHIN 8' OF TOP, (V WITHIN S• OF THE BTM, m (S) EVENLY SPACED. m m m NOTS6. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE NY.1.1 MAT4it1P_TIlfJA A4 Fb� !!TlINrr:ENT GARAGE DOOR BUCK ATTACHMENT N'•I'-4P 2X4, US SECURE TO BLOCK RV 3/16' TAPCONS (MIN. SHANK SIZE .Wb MR HEAD 612E 3O0 MINI. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 Is' O.G. MAX SPACING 2X4, 00 SECURE TO BLOCK 111613/'16' TAPCONS (MN. SHANK SIZE J45 MIN, HEAD SIZE JIM MR EMBEDMENT 1 V41) UAT14N V OF EACH Em 4 IS' O.C. MAX 6PA4:ING. 2X4, ED SECURE TO BLOCK W/ V4' TAPOONS (MR 6HANK 612E Ab MIN. HEAD SIZE JIM MIN. EI'IBEDMENT I V49 WITHIN :Cr EACH END 4 0' O.C. MAX 6PACRHG 2X6, m 2X6. m 2X6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 1102) 3/16' TAPCONS WIM 3/16' TAPCONS WK2) V4' TAPOONS (MIN. (MIL 614AW SIZE J45 (MN. SHANK SIZE J45 SHANK 612E J45 MN. MRL HEAD SIZE 3" MIN. HEAD SIZE 300 HEAD SIZE 300 MRl 6' cm MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 8' CMIJ WITHIN 8' OP U EACH END D' CM WITHIN 8' OF EACH END V2' DRYWALL 4 WOG. MAX SPACING. 4 IS' O.C. MAX 6PACW. 4 18' O.G. MAX 6PACING 8' CM P.T. OR S/4'X4' MIN. In' DRYWALL V2' DRYWALL V2' DRYWALL SECURE THNJ FRAME 4 I'X4' 2X8, ® 2X8, ® 2X8, EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4' 6ECU W TO BLOCK ❑ 1'X4' SECURE TO BLOCK I'X4' BLOCK W/ 3/16' IW(2) 3/16' TAPC4" P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER W/(2) V4' TAPCON6 P.T. NAILER TAPCONS ppOR CASE (MIN. SHANK 512E .146 lAb' O.B.B. X 4' MIN. (MIN. SHANK SIZE .141 DOLE BASING (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 3" MN. HEAD SIZE 300 1/16' 0.6J6. X 4' MIN. MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT I VI'J MIN. EMBEDMENT 1 V4') MIN. EMBEDMENT I-V4' WITHIN G' OP EACH END WITHIN 8. OF EACH END WITHIN D' OF EACH END DOOR CASING WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 b' O.C. MAX 4 B' OC. MAX 4 16' OZ. MAX 4 ID'IOC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW S"'CN' DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" RINDOW TO BLOCK +3/4" OR +5/4" 2X4, ME SECURE TO BLOCK RV 3/16' TAPOCN8 (MIN. SHANK SIZE JO MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN *'OF EACH END 4 W O.G MAX SPACING. 2X6, m SECURE TO BLOCK 0(2) 3/16' TAPCONS (MIN. SHAM, 612E 145 MIN. HEAD SIZE 300 MR EMBEDMENT I V49 8, CM WITHIN 6' OF EACH END 4 IS'Or— MAX 6PA0WK V2' DRYWALL 2X6, ® I'X4' SECURE TO BLOCK P.T. NAILER W92) 3/16' TAPCONS (MIL GHANK SIZE J4S DOOR CASING MIN. 1EAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN S' OF EACH END 4 b' OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLACK +1 1/2" `IWINDOW TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" /� 11IND011 TO HIACK +1 15/18" 2X4, ED SECURE TO BLOCK W/ 3/I6' TAPCONG (MN. SHANK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT I I/4') WITHIN 8' OF EACH END 4 W O.C. MAX 6PACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCON MN. 1-1/4' (MN. SHIAW SIZE Wb EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4.1 S-li WITHIN 6' OF EACH END '--" G' cm 4 ID' Or- MAX SPACING. V2• DRYWALL 2X6, ® ❑ GEC)RE TO BLOCK PX4' WK2) 3/16' TAPCONS P.T. NAILER (MIN. 8HANK SIZE J45 DOOR CAGING MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" �D�OB TO HIACK +2 1/4" NOTE, SHIM AS NEEDED 70 PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" /� EiNil(llf T(1 Ailf(:K +A" 2X4, ME SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' O:C. MAX SPACING NOTE: STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THRCXaH NON-STRUCTURAL WV(2) 3/16' TAPCON6 3AW 7APCON MIN. 1-V4' (MIL SHANK SIZE .Wb EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I VW) WITHIN 8' OF EACH END 4 W O.C. MAX 8PACNd. 1/2' DRYWALL 2X0, 1=1 I'X4' SECU E TO BLOCK P.T. NAILER WW2) 3/16' TAPCONB DOOR CASING (MIN. SHANK SIZE .W MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN i' OF EACH END MEMBER WK2X2cI WITHIN 0' 40, Of MAX OF EACH END 4 6' TO 8' O.C. MAX 6PACING DOOR JAMB OR WINDOW ATTACH TO 7X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" I�f T(1 Ri11C.K +(1"Tn Ai11C.0 +(1" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7�18" G 111NDOR TO BLOCK +3 711E 2X4, ME SECURE TO BLOCK W/ V4' TAPCONS, (MIN. SHANK 612E J45 MIN. HEAD 61ZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W OG. MAX 6PACING 2X6, m SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. GNAW SIZE J45 MN. HEAD SIZE 300 MIN, E BIEEDMENT I V47 WITHIN S' OF EACH END 4 IS'Or— MAX SPACING. 2X6, = SECURE TO BLOCK WW2)V4' TAPGOND (MIN. SHANK 812E J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' = MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16• TAPCON MIN. IAW EMBEDMENT INTO BLOCK L�1 6' cm 1/2' DRYWALL Iwl P.T. P.T. NAILER L� I' P.T. X 4' MN. DOOR CASING NOTE, 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3 3/4" �NDO1f TO HIACK +3 3/4TO HIACK +3 3/4" SE' 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 W a StmDm a LAY: ABBOTT PARK LOT #2 BLK #13 PROJECTI� 04181.000-02131 MODELA 4EBB "1828-CALI" GARAGE gVfMG: LEFT PAGE: DETAILS 160 MPH EVW 1021 DATA 09/21/21 SCALE: 1/4"=1'-0" SHEET D IF CEP PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/202144 107.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SI MPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS St DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2026 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/33/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EJLT. DOORS SWINGING single ilte EXT. DOOR 2020 FBCR 12/31/2021 10756.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 1 N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407-774-6078 TAX: 407.774-0076 www.abdesigngroup.com AA #: 0003326 Z � X IL BVHDIV. Ae LOT: ABBOTT PARK LOT #2 BLK #13 PROJECTJy 04181.000-02131 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPJUJ EXP. mm DATE 09/21/21 SCALE: 1/4"=1'- 0" SHEET 1J PREFORMED CONTROL JOINT- NLAWAE OF taIO 1TOL JOINTS Td BE WIRED TIED TO LATH - 9' O.C. MAX (VERTU NOTE, DO NOT PATEN CONTROL JOINT TO WALL EVEN IF $TUD EXISTS BEYOND EXCEPT STAPLES UV NLEG MAY BE USED TO TEMP. CIRRE CONTROL JOINT DURING INSTALLATION —� FASTENER& TO BE SPACED • 1' O.C. MAX VERTICALLY MIXIMMM IWI a., ,,p /'rZOMM10ZFZ.%%%////= 1, THICK 3 COAT CEMENT PLASTER UM LAYER 4, FOR, IFIBER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTJ 04. MAX AT SUPPORT8 WRB LAYER 9, STUCCO WRAI- WOOD SHEATHING PCR ASTM CI069 PROVIDE 2X4 BLOCKING PLACED FLAT MAX 6' TO 6' FROM CONTROL JOINT U►IEN .L \ \ CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO ISE NAIL& OR i STRUCTURAL STUD BTAPL96 IN COMPLIANCE UV ASTM CW63 r 2. WIRE TIES TO ISE (No. 1&) 0041b' WARE A BLOCKING WN 6WOMAY DE IN ADDITION/ \ TO WALL STUDIO REQUIRED PER PLAN I'lll II�NWNYipI IIINWMIiIINll91 i�Vl RIM O"M" TYPE CONTROL JOINT OL HOLD NYNO • Pr. A OLroLD — . R. A R. QO/M - Jet. 8 ► Cw/N . FT. O 'rN ® RINGED WIA10-FLA R. CM!,4m - lay.e 1 came"-Pr.0 4. NT)LD Pt. C DY1R Pt. a TILL Pr. C TOYpY SorTom ILAHRI 410, bornam R1.nl WATp TqM MAL FOLD. QQ tom. J' THICK 3 COAT CEMENT PLASTER (FRM1l4 "' I COAT Cell FLA.11R (CNW WRB LAYER R, FORTFIBER BUILDING PAPER OR" ON-Y) PRAM[ on uu ID(1lItl01! a "Ll. R.AAIR(S KICK-= PL49M n (M MAL) N=. WALL KK 11 AM6(S AT WrIM O ROOF ( WALL HTOYECTICHS APPROVED BUILDING WRAP REQUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMM 6' • VERTICAL LAPS (ROLL WRB LAYER 9, ENDS) 4 6' • HORIZONTAL LAPS. STUCCO YAERP ALL 6EAMS, NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITII FORTIBER 6HEATNNG TAPE WOW LAYER 9, PORTFIOER / F BUILDING TM METAL LO P W.6' SELP-ADWERIN6 MEMBRANE / \ PLAS14M OVER 4'K4' SELF -ADHERING MEMBRANE FILAS14M OVER APPROVED / r nRL LAP . rxfu ufw \ HOUSE WRAP. To ExrEND a14Te wPE P( X X I FLA6HdIG X. X X X _ _ — —��y, FLASHING OVER APPROVE pJ ABHNG 70 EXTEND ONTO PIPE METAL LAT14 W WPM al,, j' THICK, 3 COAT CEMENT ii' CONT. BEAD aP SEALANT STUCCO A,P I PLASTER INSTALL APPROVED NOUSEWRAP AIR METAL LATH (FILTRATION BARRIER OVER - / UM LAYER 4, PORTFIBER 6HEATHINY WRB LAYER 4, FORTFIBER Z BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ du&LDNG PAPER / IIUlO LAYER 9, C.V. FN" (WE TYP WALL SECTION) STUCCO WRAP WOOD 61EATNING SECTION Is s BUKEx Pxterior use of d pamr 1 th "T p"'t anon cnnent requirerrrrea of ASTM C 928-78b. of ASTM C 26-1 r row urw L,�•.•Ae exterior 1MC .. ALL LAP 83-9and sall-.of shall mmply with ASTM C 1083-1fM, 2 SCALE, i IR'al'•0' or ASTM 1787. 4'K4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ FIOU6E LATH WRAPnDTE1llAuovER 'a.VERTICAL APPROVED)uRaP & PAPER DETAIL RLdSNRJG TO EXTEND ONTO wPE WOOD &TIDE I' CR LESS PIPE PENETRATION NOTE, SHEATHING SIDE LAPS OF METAL PLASTER BASE$ SHALL BE SECURED TO BUILDING PRN'11NG MEMBERS, PAPER -L THEY SMALL BE TIED OlTUEEN 6U-PORTB WT14 0041E-W. (L21-MM) STUCCO A' LAP. LA1" .' uP -PAPER CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE WRE AT INTERVALS NOT MORE THAN 1'(229-MMJ. PLA814NG AS PER ASTM Cill STEP "1 ® KIC KO UT FD�`R REPAIR OF TEARS HORIZONTAL LATH DETAIL IN UM LAYERS. YEARS MAY Be PATCHED & PAPER DETAIL PIPE PEi 3,q W/NOU6E WRAP TAPE G'� PER MANF. SPEC. OR N.T.S. PEEL 4 STICK OR WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WIRE, 4 TAPE OVER ROOF/WALI_ SCREED z WXW 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING L (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6• DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WIRE LAYER 1*2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO SELF-ADHEPoNG PEI'MPt" PLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO wPE AP ONE 61DE OF MIEMBRA)E X—X—X—X WOOD OR l/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 L55- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-WIS FAX: 407-774-4078 www.abdesigngroup.com ` AA k: 0003325 J A i i i SVHaIV. Ac L,OT III ABBOTT PARK LOT #2 BLK #13 PROJECTp 04181.000-02131 MODEL& 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EA GJ IM DATE: w� 09/21/21 SCALE: 1/4"=1'-0" SHEET WA1 00 INSTALL 6' SELF-ADHERMG MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE , • WOOD CONSTRUCTION At SECdUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES, 3_ TOP OVER TOP 4 SIDES ! XI . VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING .. ,;.k'. OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE UNIT WRB LAYER 01, TOOLED SO AS TO DEFLECT STUCCO WRAP r - WATER AWAY FROM JOINTS. 1441LONGWO k' E-Z BEAD ALL AROUND PREMANUR DRYER D, FL 2780L� i VENT -APPLY SEALANT ALL it JOINTS AND INTERSECTIONS VENT GAP (SET IN CONT. SEALANT) WR]B LAYER 02, FORTIF15ER PH: 407-774-6078 FAx 07 7744078 APPLY SEALANT AT PERIMETER OF ]BUILDING PAPER www�# � 2ppcom BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& A CAULKING • JOINT I ALL AROUND SEALANT • TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I PER SECTION R703.7 PLASTER I Edwlor lathko and de ale ft S�OATEERR P BACKER ROD I Exterior use of portland cement plaster shall comply with the application Fj$ DRYER VENT (BLOCK) TO MID -WALL LAYER 7, FORTIFIBER GPAI' ER requirements of ASTMC926,8b. K WEEP SCREED CETAL METAL LATH Ik: Installation of exterior lathing and framing Sb00 TB' TEXTURED FINISH 0 WOOD CONSTRUCTION�FASTEN ;�- shall comply with ASTM C 1063-19a, ' JC or ASTM 1787. 6' SELF-ADHESIVE To WOOD STRUCTURAL F 1 WRB LAYER °l, ,�,: X' FLASHING MEPIBER * I'Or— MAX a' CMU STU= WRAP '1 -• HOODED VENT BUILDING PAPER 'QUICK WOOD FRAMED W TowrnsrrK' MID i' THICK 3 COAT CEMENT OVER FLASH' F_ WALL _WALL ues_a PLASTER METAL LATH �_ HORIZONTAL WEEP SCREED •,. (FRAME TO FRAME) WRBLAYER 4,FORTIFIBER PIPE THROUGH / WALL 6' WIDE STRIP SELF BUILDING PAPER S MANRY FLASHING, CLEAN WOOD SHEATHING /_ \ T•� r-� c sT-� r-� t rr-, � T m / r� r-� . � � r, \ MASONRY BEFORE APPLYING e�-TEXTIIRE� ...' MEMBRANE FLASHING Ij WOOD SHEATHING OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN LAYER 01STEP MASONRY BEFORE `'"PLYING STEP *'I #2 Z FLASHING ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED STONE VENEER OVER SCRATCH COAT VERIFY LOCATION HOUSEWRAP BELOW WRB LATER °I, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE 11J LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT NO MEMBRANE ENTERS BOX, 9 APPLY (PC MIN GRADE 'D' FELT OVER ® SELF -ADHERING MEMBRANE FLASHING W f STONE VENEER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCK) EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP ISOCYANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIF15ER LEGEND !'GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON 51E F #3 STEP # 4 DRAINAGE PLANE CLURB BASE SEALANT AT POINT LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES a c )c D o eIUHDIV. Ce LOT ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181,000-02131 MODELS 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LURE LAYER "2 (FORTIF15ER - - - - - ELASTOMERIG OVER BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD acco (SEE TYPICAL WALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO OVER 60 MIN GRADE 'D' °° " "°• SECTION) METAL LATH r2O2� f� ELEC. METER INSTALLATION FELT -PROVIDE ;° SEP STUCCO PROVIDE STUCCO SCRATCH SEALANT AT ALL qe o! WOOD OR 1/I(.o' ZIP WALL ® LARGER THAN THE ELEC. METER CAN OR METER CAN METER JOINTS AND INTERSECTIONS .o o° SHEATHING COMBO OR METER CAN AND Now SELF-ADHESIVE FLASHING - — — — - DISCONNECT DA E: 09/21/21 NOTE: METAL LATH: LATH TO BE PER SECTION O2 ELECTRICAL CONDUIT STEP #5 STEP #�o SCAL.E:1/4"=1'-0" R'103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. V PENETRATION °1MET PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OELECTRICAL 9 RECEPTACLE WA2 WOOD SHEATHINGS WRB LAYER M, STUCCO WRAP WOOD WRB LAYER n, FORTIFIBER CONSTRUCTION BUILDING PAPER WHAT CFIANIEL i' THICK, 3 COAT CEMENT 'TYPE'W DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING `� 4' POSITIVE DRAIN ILEEA SCREED WRB LAYER 'I, STUCCO WRAP - - J' THICK, 3 COAT CEMENT PLASTER i ` 6' SELF-ADHEREMG CUSTOM C FLASHING WRAPPED i Ir • TOP OF WEEP SCREED IN, TO SHEATHING BELOW 1 F' \ ' - WRB LAYER N, STUCCO WRAP WRB LAYER 4, FORTIFIBER i m BUILDING PAPER - I SELF-AI7I4EREMG WRB LAYER fl, / FLASHIN's WRAPPED STUCCO WRAP �v AMICO AM66-ILFWC-180, CUSTOM CASING BEAD ' • CORNER OF CANTILEVER I y I POSITIVE DRAIN 2 IIRFp SreFFn NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD ( 1 DTL.® CANT. vA SCALE, 11/2'.F-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-54"1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH QOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/9' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER AMYL COFQNER DEAD VINYL CASING DEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 -HEATHER RESISTIVE BARRIER -2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTFWCITON WEATHER RESISTIVE BARRIER SI -WEATHER RESISTIVE BARRIER 4 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD PRAMEC WALL SUB -FLOOR PECKING PRE-ENG'D TRIES PLAS THICK R3 COAT, METAL LATH - WOOD EFEATNING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I Y4' GAP FOR BACKER EXTERIOR GRADE - ROD 4 SEALANTUALL DRY V THICK3 COAT CEMENT VINYL CASINDEAD G R � WATER PROOFING 4t- .YWL CASING, BEAD LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (1 LAYER 3' X 3. 26 GA GALV. PEEL STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL SEALANT,& MM. STICK S DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK X'GAP FOR BACKER I VXI V P.T. OR SIMULATED TROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING I.t I WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 Y; BARRIER M STICK) WRAPPED PROM (LEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SLID FLOOR EDGE ®® 3' X 3' 26 GA GALV, METAL DRIP EDGE - SET M FULL BED OF 1 Y,'XI % P.T. OR SIMULATE SEALANT, K' MM. WOOD (TWX) FILLER SPACE FROM DRIP CONThd10Ua FACE TO TREX Y; GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT In FINISH LATER (2 LAYER LATIURYER (2LANd. YERR PEEL PEEL 4 STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CANTILEVER I' THICK 3 COAT CEMENT PLASTER METAL LATH SHEATHING IWiEXNRED 4 PAINTED BARRIER 9 FINISH WEATHER RE i' THICK 3 COAT CEMENT BARRIER a PLA8IINR BEAD ER 4' POSITIVE VINYL COEII�eR a.-Ree VINYL CASINO, BEAD Np O�Ap IN FIELD (SNOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION PLIMN SHEATHING FATHER RESISTIVE AR��RIER -1 =-AATER RESISTIVE ARRIER 42 SAP. \ -EEL 4 STING I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I h' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF SEALANT,,4' MIN. SPACE FROM DRIP FACE TO TREX u WOOD (TREX) FILLER CONTINUOUS V GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER HEATHER RESISTIVE BARRIER -1 MAT14EM RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING 6' SAP I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM IICFP WREED LEGEND DRAINAGE PLANE (WRB LATER •I, STUCCO WRAP)' WRB LAYER 02 (FORTIF15ER 51JILDING PAPER) METAL LATH 5T UGGO WOOD OR i/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING YINTL CORNER DEAD.../ / (SHOWN POR CLARIFICATION OF VINYL CASING DEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) 'SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 1/2' rrAQr,leR sleep FASTENED TO SHEATHING " C n • 1' Or- MAX. l: WRB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH WJRD LAYER -2, FORTIFIBER �\ BUILDING PAPER ( ,� � SCORNER BEAD ® FRAME 1TLl k 2 1/2 CORNER BEAD (FASTENER 4 SPACING A 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER h, STUCCO WRAP W F43 LAYER 02, FORTIF15ER BUILDING PAPER--� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING-- FLASHING , WINDOW FLANGE WRB LAYER 92, PORT BUILDING PAPER — METAL LATH -" d' THICK, 3 COAT CEP PLASTER 6"SELF-ADHERING FLASHfNG DRIP CAP WINDOW FLANGE — 15B CASING BEAD @� WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, I STUCCO WRAP I i 1 1 WRB LAYER 02, FORTIF15ER i BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 a 2 BVHDIV. tk LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL: 4EBB "1828-CALI" GARAGE 9TfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . D TE 09/21/21 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING —� — WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP ItWRB LAYER 62, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LATE STUCCO W Y�' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING STUCCO 410e, 3 COAT CEMENT 6TER AL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) •• • •••• •••�••••• / '" 1' WOOD BREATHING / . � �B�ER WRB LAYER 02, FORTIFIBER RE616TIYE BUILDING PAPER ; LET; a.T ERPEASTIVE BARRIER / \\ METAL x�% 61DIrrs AL L HERING ��� THICK 3 COAT CEMENT ': •i� RNG PLASTER �� FLAaaMG L WEATHER RESISTIVE :•Ti STARTER STRIP / \\ \\ WEARIER WEATHER PE616TIVE & 'SELF -ADHERING WEARIER FLASHING ii ;• oft I �A°EeHl�rr►�HERm1a \ — — METAL_ PLASMIN QALV'D METAL z FLA6NNG DRIP CAP x ,�,..�.w, .A WINDOW FLANGE ' CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) uvOD TRIM MEMBER w„rr„ CAOm X 6' SIMIIL.ATED WIIJOD TRM pvir.MR \ ` t SEAL GAP WUCAULK110 \\ , OR AP PRDAD 6EALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. METAL LATH PER 60. YARD (UTILITY OR NOMINAL DOES NOT MEET SPECIFICATIONS) WRB LAYER 01,LATH STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WOOD GONSTR.IGTION BEYOND 6' DRERING BUILDING PAPER ; WRB LAYER 61, UJOOD 6HEATHIM4 6141W, FLAa11NG I}' THICK, 3 COAT CEMENT I STUCCO WRAP ReaSTlve CARURATRIER //BEERIER �� /t--o! LLEATNER 11E6I6TIVE 1 TO LAP PLASTER ! R 4 SISi1VE /OP Z.FL�MGTOP WARM / WRB LAYER 62, FORTIF15ER M.'x��61ow. ���= UW VINYL ANGLED ! BUILDING PAPER I�AT14RI^E61BTIVE 6' 6ELF-ADHERINGCASING BEAD ' PLA014M _WEATHER PM618TIVE METAL LATH / \ \ \\VINYL CASING BEAD � STARTER&TRIP \ J' THICK, 3 COAT CEMENT I I FLAawNG ���(EXPLODED VIEW FOR PLASTER \ / —' CLARITY) Ga VD METa /�' use�ume .•wun • CASING BEAD (P RAISED SZ�AND (FRAME) SCALE: uY3oD -_jE_R_ OP 2' PLN. A614M OP E-2 BE VMYL(WMN,' PLEXIBLEUIBACKER ROD) / 'GELP-ADHERING 6' 6ELF-ADRERNFLAGHNGFLA6Wm• I (SAP W)CAULM LTE\� I OCIt�AFTROVED SEA WEATHER RESIST•WEATHER RESISTIVE BARRIER 9 BAPMER -1 WEATHER RESISTE-2 BEAD VMYL CA BARRIER R (WVW FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO uEATRER RE616TIVE ® FRAME TO FRAME BARRIER -2 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR'1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH WINDOW FRAME ' __.......—..w—_. _ WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/3W FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------------------------------- ----------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT / TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP (V WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMINGjr (W/Ne, FLEXIBLE PVC BACKER ROD) MEMBER FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------- - EZ BEAD WINDOW CASING, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeslgngroup.com AA #: 0003325 j A � Z QVHDm & LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL: 4EBB "1828-CALI" GARAGE 9WINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IM -91 DATE: E09/21/21 SCALE: 1 /4"=1'-0" SHEET WA4 W AVARAMUS MLD SE TAKEN IN KEEPING TH: VENTPROPERLY 4', V AND 1W ALIGNED. VENT PIPE IS SEALED IF UTLRED. NAIL IN PLACE SHDV.N IN P GALVA*M0 USING 1-1 IC NAILS AT EACH CORNER. ROOFING CEMENT TRIMS SHWLO SE APPUED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS ODSENEp VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE MEATIER CQASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE KITH TIE CHMT SHORN. IN THE EVENT A MEC11ANIM VENT FAN IS MNSTRUCTCN ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE MITI VENT FAN MANUFACTURES PIPING CONFECTION INSTRUCTIONS. M FIOT CUT INTO TRUSSES M RAFTERS NHENCUfTNG THE OPENNG IN TIE ROOF. IN R IIDSHNGWAILS AROUNDT£ PERMETER OFOF THEOPENINGSOTHAT THE NAILINGFLANGE OF THE VENT lAVS FLAT TO THE IMFSHEATHING, SLIDE HE TOP MD SIDE FLANGES OF THE VENTFLANDI H SNGLES.NESOTNIA VEINIA FLANGES TO TO LAY ON THE TOP OFF TIE SHNOlES. ROOF HOOD VENT DETAIL E, NT C T HOUSIYRA AT 46' ANSLE MODPIED 'I' O N NOUGD~ LINT OF WOOD OPINIONS APPROVED HOUOV~ OVER 614"THetl OVER W) STUD WALL TEMPO FOLD-L HOUSE TUCK P At NEA �I POLO N AT SLOP, STEP 1 EXTEND BASHING FIN I' OILQU SILL \J/\ FJIXIOLE FLASHING DO NOT SEAL BOTTOM --A PIN STEP 6 STEP 7 ASPHALT TLASTC CEMENT MOLDED MOUND SASE OF PoPE AND OVER FIANOE ALIGN PLASHING IV RAT. EDGE OF SLL RO. MOMI LAICALLY PASTE/ FANS D EOGRS. (CAP NAILS, STAPLES) INSTALL DUPONT FLUGLRAP AS TH PLA614M AT THE POLO HOUSE~ DOM I TAPE OLAGONAL CUT ACROSS HEAD O WNDCU PLUMBING VENT DETAILS &N U" LY'f►' :QNTINUOIA IF 6EAL.ATd U-PIL Ali r0 ANDOUJI NA AMM LMIS! N M-P&OLrA OR ,OLEO OR INSTALL S' WOE ADHESIVE — GACKED FLEXIBLE FLASHING MATIISAL OVER OMP CAP JOINT (PROTECTO-WRr1P ET-20,4. - E69)IV) `A� STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 —APPLY rEMeRANE FLASHING OVER JOINT 3r ME VALLEY FLASHING 5M OR H�A`VIER FELT UNOERLAYMENT ASPHALT CEMENCENEN G T CENTERLINE /-NO FASTNERS NRHN —?— AT LEAST IY SEYOFD VALLEY CENTERLINE ROOF VALLEY DETAIL SCALD NT APPLY 061 H7u (O EQUAL) SEALANT I WI DCULCMU JOINT. FLUID APPLIED PLA614NM(LANCO US4 TE-SEAL RO-N OR EOUALI SLOPE SILL TO EX L IT 16 THE CONTACTORS RESP'ON6I6ILTY TO VERIFY THE taTATIINLITY OP ALL PRODUCTS INCLUDING HOLISEYIRAP. SEALANTS I SEEP -ADHERING FLASHING MATERALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MARIPACTURERS WRITTEN MECFICATIONS SEALANTS MAY REACT ADVERSELY P NOT COMPATIDLE. NOTE, LEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK IIR GC 4EPIE SHOM SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE O° WATER INTRUSION DELOW THE WINDOW OPENING AL NTERIOR PERIMETER OF WINDOW WITH SEALANT L IT 16 THE CONTACTORS RESPONSISILTY TO VERIFY THE O"ArIBILITY OF ALL PRODUCM NCLLDNO SEALA IM A SELP-ADHERING FLAGWM MATERIALS USED OURNG CONSTRUCTION. 2. FLASHING AT EXTERIOR URIDOIUS AND DOOR OFENIN" SI BE INSTALLED N ACCORDANCE YIITH MANFACTUER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FSC FFMA U INACCORDANCE PITH FENESTRATION MMIIIFAGTURff" INSTALLATION AND PLASMIC NSTI UCTICI S. WAINUCIL SEALANTS MAY REACT ADVERSELY IF NOT 'COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003326 h MISS erar o N C C i 19UIMM J6 LOT ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL• 4EBB "1828-CALIF GARAGE 8V7NG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . NIA NO DNT TE 09/21/21 8CALFE: 1/4"=1'-0" >lHEET WA5 I 1 1 I I I 1 1 \ \ \ \ —2x6 SUB-BANt) W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA wRAP III —DRIP EDGE 1\\ I\ —1/8' TEXTURED I \ FINISH B WOOD I \\ 2xe 8UB BAND—/ 1/2' TEXTURED \ FINISH m CMU / \\ I METAL FASCIA \ . \ � WRAP Ya" FROM STUCCO, I' FROM \ ------- ----------- WOOD WALL \\ EXTERIOR WALL \ i (FRAME OR CMU) \\ \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ ®ELEVATION COPLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) • 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH •CMU METAL LATH WOOD SHEATHING OR cm WRB LAYER 9, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROCFMG CEMENT DRIP EDGE METAL KICK OUT DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH a CMU \ / 2x6 SUB -BAND W/1'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ` Q L ,4 METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT av WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS b'-8' O.G. MAX. 2x SUB -BAND W/11i'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Cam? WALL W/KICK—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/i4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tl 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J V a o � ill aysnrv. Z LAT ABBOTT PARK LOT #2 BLK #13 PROJECT/ 04181.000-02131 MODRU 4EBB "1828—CALI" GARAGE BWn4G: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C OO 2021 —"DATE"' `• 09 21 21 SCALE: 1/4"=1'-0" � MET T A A6 z U O a h 28'-8" 3.6" 38'-2" TOP OF `Q SLAB "' Zo - - - - - - FM-12X18 - o \ 4" CONC. `;' N \` SLAB w� gw F-24X24J +- J, r g 10,-0" 10 \ EXTEND FM-12X18 1 � \\,`CHASE 4" PVC SLAB 1 1/2" 1.1 1A 1 1A \ \ I T• O- . � N TOP OF SLAB I I ``\; I I \ `\ \ I xI \ \ I " -5 1/2" I I a" i T_8" 2,-8„ I 30 5 I I Im I I I� Ji IJ W a I I EXTEND 1 2 to SLAB 11/2"--- 1.1 1.1 I _m g_ FM-12X18 m h 4" CONC SLAB I • SIM. N law I I I 3, Y_6„ 1 2" I ly a h-3 1/2" 1 IA 7 1/2" 1A 2 o J 11 m:7 1 1A 1 FMC-12X18 FM-12X18 FMC-12X18 4 L 1.1 1.1 FM-12X18 0 1.1 J 4 1.1 1J 2'-8" 16' 0" 2'-8" 3'-10" 10'-2" 4'.4" 14'4" 21'.4" 39'-8" 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 w0'-0", SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2.000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-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 WlA.W1.4 OVER GENERAL 31Y7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA B" SEE PLAN 10' - s _ (+)p•'.0' FW12x12 17' CONTINUOUS 17' - (2) #5's _ + ••.0' FM-1208 17' CONTINUOUS IV, - (2)#Ss FMC-1208 12" CONTINUOUS 18' - (2)#5% VARIES F-24x24 24" 21' 12" (2) #5's (2) #5's (-)0--4' FOUNDATION PLAN SCALE: 1/4" = 1'-0" S 1 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 h 7[ X 9 SU13DM & LOT: ABBOTT PARK LOT #2 BLK #13 PROJECTO 04181.000-02131 MODEL: 4EBB "1828-CALI" GARAGE SWU40: LEFT PAGE: FOUNDATION PLAN 160 MPH M. C D � 09/21/21 8CALE: 1/4"=1'-O" SHEET S1 3a' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • • -- — -, CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a a GARAGE DOOR RECESS FCORNER i 8"CMU WALL 8" CMU WALL BARS, SAME SIZE AS LARGER BAR I W e' N I, $ z� IN FOUNDATION WITH 30" LEG EACH m +- U-4 .. TOP OF SLAB +- 0'-0" F SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... al SO THAT THE STEEL REINF. IS CONTINUOUS 4' ° �.P MATCH AMOUNT OF CONTINUOUS BARS ?k CURB FOR SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1 STORY) 16' •. VARIESSEE SEE SLAB SCHEDULE ARAGE EXT. FOR SLAB CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY - UNITS SET Y:p. AT ELEV: W/ 1/2" IS 6' CHAMFER (2STORV) JOINT (WHERE < #q 2q I 4" CHAMFER (1STORY) W/ 1/z' ISOLATION 1 , e ° V CHAMFER (2STORY) p,-0, APPLICABLE) i SEE SCHEDULE 30' JOINT(WHERE �. APPLICABLE a SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING F FOR WrD, BAR SIZE z FOR W D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST F� AND BAR QUANTITY' H AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'A" SCALE:3/4"-T-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE q O SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z g U POURED CELL c 8"CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5 #4 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING �° W � WALL W/ SYP 2" CAPPED NEW REINF. BAR No 2 STUDS BEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE S w SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 10x9" WEDGE ANCHOR W/ 2" _ - W/FLANGE 0 BASE rcg I EPDXV, MIN. EMBED 7 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH •.. S.., UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC § FOLLOW F. SIMPSON SPH4 OR SPH6 MAX. .+ I 4"GONG., REINF. W/ #10 WWM ON to SPEC CATIONS FOR € USE AND ( BTM AND TOP PLATE 6"x6" t I 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF q- q ANCHORS W/ 1Od x 1 10 COMMON NAILS FILL ALL VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" HOLE. HOLES, DO NOT USE 10d w R •II I WELL -COMPACTED TAPCONS x 3' SEE SLAB SCHEDULE CLEAN FILL TERMITE o�O}' TREATMENT SHALL BE BORA-CARE At + 0,-0„ TOP OF SLAB E° (2) CONT. #4 REBAR 4" CHAMFER (1STORY) ° f 6" CHAMFER (2STORY) s •. (2) #5 REBAR ON CHAIRS e. 12" MIN. DEPTH INTO rc 2,000 PSF VIRGIN SOIL OR 95% VIRGIMOR ENGINEERED SOIL COMPACTED SOIL EQ. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN 31S" PER PLAN C BOLLARD ADDING BAR T FOR W0, BAR SIZE N EXTERIOR MONO DEEP J SCALE. �4,_1,-D' - MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL (W/ UPLIFT) W/ BLOCK WALL SFOOTING SCALE 3/4"=l'-Y* LAP TOP PLATE A MIN. OF 48' AND NAIL W/ ISO COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ COMMON STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S LAP TO OCCUR OVER STUD OF WALL PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO CL CL SLAB W/10tl MASONRY NAIL 12" O/C STAGGERED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ADDITIONAL METAL 12' O/C STAGGERED. ADDITIONAL METAL g °d, CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN B" CMU WALL UPLIFT IS PRESENT. m T. UPLIFT IS PRESENT. y LINTEL CONT. TYP.) SLAB SCHEDULE B" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE2X IPOUREDSEE WALL FRAMING +- 0-0' OF SLAB ° SEE SLAB SCHEDULE iRDIA. SIMPSON ST82 BOLTS 5"TOP zMINIMUM EMBEDMENT INTO TOP OF SLAB g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND \�•, CENTERED UNDER WALL AND 16. O.C. VERTICALLY MAX ° POURED MONOLITHICALLY WITH FOUNDATION AND SLAB A 4 - 40 ° a SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR S1ZE FOR WxD, BAR SIZE AND BAR QUANTITY EQ EQ. SEE SCHEDULE AND BAR QUANTITY FOR MO, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 SCALE: 3/4"=''-9(NO UPLIFT) OTING AND COL. PAD SE0 scALE:3a'=r-a' BLOCK WALL CONNECTION S 11 SCALE 34"=1'-0 (DNI�LVE: 34'=V-a' (NO UPLIFT) 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 V Av 13 In W x 0 F-svlmm at LO°r: ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.00 —02131 MODEL& 4EBB "1828—CAU" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH E . C DOWEL PLAN SCALE: 1/4" = T-0" d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407.774-8078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003325 C� e 9L78DM S. L.OT ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEIa 4EBB "1828—CALI" GARAGE 9VfMG: LEFT PAGE: DOWEL PLAN %160 MPH EXP. C 2 2 D TE oO/zl/zl 8CAL.E: 1/4"=1'-0" MEMET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER •I a° CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FL•a • - TIE ERTICAL RES. e TO HORIZONTAL REBAR W/ 10" HOOK �L _^ BAR SIZE 148 BAR DIA f #3 16' h #4 24" #5 30" #6 36" #7 42' HORIZONTALNERTICAL NFORCING 0-73-m EXT. PORCH SLAB W/ 1/Z' ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE— THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 8 n SPACING REQUIREMENTS m b 2 8" CMU WALL �51EE—SLAB ° ' SCHEDULE� 4" CHAMFER (1-STORY) 6' CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT M PER SCHEDULE SEE SCHEDULE FOR MO. BAR S1ZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. f #3 18" n � #4 24" #5 30" #6 36' #7 4Z' PVC CHASE THRU FOOTING 4 SCALE: 3/4"=11 NG REINFORCEMENT PER SCHEDULE #5 BARS a B" + I� M CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-d' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325' 13 8L7HDIV. de L10T: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODELc 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH E . C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 ANDAPPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 1ps1) WI'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 - (1)q5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 81`16MIN-1T/61W1B 17'-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #i 0003325 a a� W f C stMDIY. as LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.006-02131 MODET. 4EBB "1828-CALI" GARAGE S7/ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 2 Dw� 09/21/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYR gk6. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM B 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. fts 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING # PLACE STEEL HEIGHT. OFR>� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B"xl6" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. d JNNa 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 6FEP Bx16 DBL BOND TOP OF / 2 e Fa BEAM W/ (1) #5 BAR BOND BEAM ,tpa� EACH COURSE • • Ed�NO W/ (1) #S BARONDAMI05440 BONDBEAM k F = FILLED W/ GROUT I S�O U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #"S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE _� /— R SEE NOTE 5 �S FEFEO _J„16-1T/11YI/ LJ LINTEL W/(S #S BARR 0 pQ£ NOMINAL LENGTH OF BAR =WIMASONRY HEIGHT #OF#5'S,TOP OPENING-2• BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-iT/1 M,OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=t'0 ANDXFXX - 1 TIDWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 16.0.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST .3 W" OR DRIVE PIN (MIN SHANK WINDOW SILL - SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') Er' o SLOPE FROM EACH END AND 16• O.C. MAX. MIN 1-114' m EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALSHEATHING EMBEDMENT 7/1 TYPICAL MASONRY WINDOW L SILL CONSTRUCTION ARCHWAY FRAMING DETAILS r = SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ATION C BOND.BEAM CHANGE CHANGE `� EI CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=t'-0" .1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774�078 www.abdesigngroup.com AA #: 0003325 J S I� Q r aysD:v at LoT: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODELa 4EBB "1828-CALI" GARAGE 9111ING: LEFT PAGE: DETAILS %160 MPH EXP. C • • : • • 71 • e< Ni 0 DAR= 09/21/21 SICALE: 1/4"=1'-0" SHEET kIIIS2.1All "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8.08 18.1T/0 1T/OB 4-1T/OB 1TroB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8.1T 8116-IT 8/20-IT 6/24.1T 8f28.1T 9W-IT 8/81s to trn trn ttn 1rnB ttnB 8/8 2T a/16 2r eria2r e24 2r ene 2r er32-zr 3' 6' PRECAST 1438 &i2 3114 4217 5321 6426 7531 T-6* PRECAST 689 1024 T-W PRECAST Iwo 3524 4394 ISM 6132 -1001 2485 8113 am 7708 9031 10000 1589 3524 4394 5283 8132 7007 4'-0" PRECAST 1085 700 2306 3125 3945 4765 5587 4'-0" PRECAST 514 763 N-o" PRECAST 1363 3080 3815 4570 5325 6079 1961 6113 7192 e524 7627 8751 1363 3060 3815 4570 5325 6079 4' 6" PRECAST 819 533 1770 2400 3033 4� N-6" PRECAST 398 591 N-8" PRECAST 1207 2582 3375 4043 4711 5379 1825 5743 7547 6752 7565 1207 2707 3376 4043 4711 5379 5'4" PRECAST 931 1247 1900 25W 3123 4249 5'-4" PRECAST 411 411 64, PRECAST 1016 1806 2374 2044 3513 4084 7319 4480 7198 7342 L3009 6259 1018 2278 2838 3398 3981 4084 T-10" PRECAST 817 1024 1631 2090 2549 3470 V-10" PRECAST 340 339 S-10" PRECAST920 ON 1499 1971 2443 2915 3387 1161 3 993 yen eo3e 577e 2080 2693 3t07 3820 at33 6' 6" PRECAST 892 1139 3227 3031 3707 5061 6' 8" PRECAST 410 721 8' 8" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8626 We me 2329 2790 3251 3712 T 6' PRECAST 570 938 2496 2205 2898 3191 3685 T 8' PRECAST 303 534 7'-0" PRECAST 716 900 1181 1462 1743 2025 on 2498 3408 4884 7067 6az rn 1 1024 2W5 1 2428 2827 3228 9'-4' PRECAST 428 833 15M 2204 2481 2818 2621 9'-4' PRECAST 192 384 9-4" PRECAST 454 585 707 on 1129 1310 639 1874 2298 3061 4099 4899 572 1318 1643 19eg 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2183 2028 10' 6" PRECAST 151 301 t0' 8' PRECAST 355 468 612 766 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�' PRECAST 330 544 1312 1742 2252 zees 3030 11'4' PRECAST 132 417 11' 4' PRECAST 430 406 630 653 m 872 5" 1312 1742 2252 2868 3552 456 1042 1372 1643 1470 1710 12'-0" PRECAST 308 607 1210 ism2048 2588 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 478 587 an 783 507 1210 1596 2048 2586 3171 440 940 1300 15M 1314 1470 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13!- 4" PRECAST 308 303 m 484 575 645 414 1045 1365 1732 2316 2005 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 low1988 2270 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 am 390 978 1272 ISM1950 2389 378 717 gel 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 508 626 746 665 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 654 793 412 1014 1340 1703 2118 2513 230 610 we 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED t87 328 326 365 451 567 B80 300 856 1121 1413 1739 2047 t92 720 Sot 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4• PRESTRESSED N.R. 148 19'-4' PRESTRESSED 162 Zee 348 430 513 595 235 736 959 1200 1487 1716 lee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 308 381 464 627 180 598 833 1038 1168 1488 142 373 537 690 81e 943 274r PRESTRESSED N.R. NR NR NR NR NR NR 222W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 428 497 165 550 784 992 1203 1381 137 358 S13 ON 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R 91 24'-0" PRESTRESSED 124 174 246 302 350 418 129 460 854 824 tale tta7 124 31e1 455 Set eel 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-7746078 FAX 407.7744078 www.abdosigngroup.com AA #: 0003325 x �.-LLJ SLJBD}v. Ce LOT ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.00 —02131 MODET. 4EBB "1828—CALI" GARAGE 8V7NG: LEFT PAGE: SAFE LOAD TABLES 160 MP1i EXP. C 202103723 A AR DAPS: 09/21/21 SCALE: 1/4"=1'-0" SHEET s�.�A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 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" - V-0" IN alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 t dd b C 2 aUDDIV. ae LIT: ABBOTT PARK LOT #2 BLK #13 PROJECT* 04181.000-02131 MODELo 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: FRAMING PLAN %16 PH E . AA NO DATE" 09/21/21 aCAL.E: 1/4"=1'-O" 91-IEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" 0/C, SUBMIT SHOP "ROOFANALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALIJFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 Z' x 4", )1/ "x TRUSS AND (4) 1/4" z 2 1/4" SHEATHING (12) 16d x 1 }" NAILS TO TRUSS (9) 10d x 1 k' NAILS TO 6% 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS SNOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 Z' 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON x (16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" 4'1Y' MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS x (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, HEAVYUPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 2 ROWS, 3" WITH (12) 16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" 2 S TO ANCHOLINTEL CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) j" x 5" TITEN HD TO CMU AND (12) SIDS CITEN ONT SEE ARCHITECTURAL 4" x 2 4" TO GIRDER 2x SECURED W! (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 2x WOOD FASCIA (2) }" z 5" TITEN HD TO CMU AND (18) SOS 4' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE SEE ARCHITECTURAL 3" TO GIRDER 1Z' O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HD TO CMU AND (18) SDS *'x 3" ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM iZ' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 Z' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR _ , w la 1U �C B°"` 3'°""�' TYPICAL ROOF GIRDER CONNECTOR(S) 322a 2b 2c S L 4"=1-0" GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. BLOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d 0 EA. TR TRUSSES WHERE W/ 10dx1/2 HDG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING PER AT 0'-0" TO 30'4" (1) X' BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE ZK T. PLATE GIRDER 64' MAX (MIX4) (1) "X" BRACE CENTER TO BLK W/ 1!Z' DIA. oR 10-0^ MAX (WR(4) (2) W: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' * FROM CENTER TO END. WASHER SET IN HIGH P VATI 2x WOOD FASCIA, STRENGTH EPDXY 6' 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD " " PLAN FOR LOCATION MAY NOT BE STIfFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) a zr w REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d's (c$ EACH TRUSS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8,(18) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/Z' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING, SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL PROVIDE BLOCKING 1Z' O/C STAGGERED. ADDITIONAL METAL 1/Z' GYP. WL. BD. - ° 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT 4• - ° MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO i� - . 0 ° 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING �� BLOCK WALL W/ GABLE END v , GIRDER/WOOD POST CONNECTIONS SCALE: 3M"=1'-0" PRE-ENG-D TRUSS SCALE: 3f4"=1'-0" .,a..• _ ° as. f.. v 3/4"=1'-0" 3CALE: „ FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH 1/4•D 8" USED SO LONG AS THEY CONFORM TO THE R FOLLOWING UD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE %TE 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 FORCESHOLE DIAMETERCE<.-D DBL. STUD S1 STUD NOTCHING (-,ALTERNATE MATERIALS 11 AND BORING LIMITS 8 SCALE: 1 1/Z'=1'-Y' 11 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 iLi 9 aunDm ae LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181.000-02131 MODEL' 4EBB "1828-CALI" GARAGE 8WD9G: LEFT PAGE: DETAILS %160 MPH Ea gj NIIIII� VTCR SPACING (1) AT EACH END 11i51i1 lliyllll 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ®EA. 4'-0" O.C. (AT SHEATHING SEAS TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'W' BRACE I�j�jllll 30'-1" TO 60'-0 (3) W' BRACE PRE-ENG GABLE TRUSS �� Illu"i (1) "X" BRACE 0 CENTER lilll 1 (2) -A" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE hl-I "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2,2, WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O,C ANDAPPROVAL SECURED W/(2)12d'sC PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=T-0" PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0 SU 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 33 � 111�yyy 6 � 1►p�L{� y�p�{ yQ�$8 9VSDIV. At LOT. ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.000-02131 HODELa 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 H EXP. Cli N'll Dpmm A 09/21/21 SCALE: 1/4"=1'-0" 9HEET S3.1B f a ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7.16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE ZE = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79,80) ZONE 2"= 69.90 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2' = 69.80 PSF (79.80) "= 4'-O" END ZONE DISTANCE A" BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING S MIN. ( I. E L USE N 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/7' 0.131 F1667 SCR SHA K 170G 000 RING (16-20 RINS RSRS-03 8d R ING HA S NK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-Ot 8d RING SHANK, PNEUMATIC 23/8' OA13 F1667 SCREW -NAILS I RSRS-01 ROOF SHEATHING , EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) AD01 DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0,C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16" O.C. FIRST 4 SAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: tOd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS G IV O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3C 1. NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE.- ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Ea RING SHANK GUN NAILS 64" O C. TOP B BOTTOM EDGES C� C1 � �O YP FXT I ■����11 --11 mm 11 I -____ " .. 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING -� C#B 7' DECK SCREWS C 6"-8" O.C. MAX Q EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL 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 DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 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 AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR. LIVE LOAD 40 psf 20 psf TOP CHORD rIonconcwrent 10 pef BTM CHORD -non-cancunent DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 pef BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY UVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE Q RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-014-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F H-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM MIEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR STALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-IQ" FOR 06 AND SMALLER Z" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3W-nM. MAXIMUM AGGREGATE SIZE SHALL BE 31C.. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 644R CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: FORM -WORK: ED FOR ANY CORROBORATEDTETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED 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 WI 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. EXCLUSIONS FROM THESE 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3-4.00 EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A815A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED1 ACCORDANCE NATIO. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR R REVIEW PRIOR TO FABRICATION C EB SHOP DRAWINGS FOR B CATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' 07 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM VVITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 8 DAYS, UNLESS 00 2 D U SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 kw FOR ANGLES PLATES STRUCTURAL AND W-SHAPES. STRUCTU TUBING SHALL BE ASTM ASOO/ASOOM GRADE B F = 48 W. STRUCTURAL PIPE SHALL BE ASTM AB A 3 GRADE B TYPE E OR S F = L 3l 5 M RAD Y Y 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT MATH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WOOD TRUSSES: 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 DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WIN OW ANDDOOR BUCK FASTENERS FASTENER APPUGTION bl2E TYPE 6PAGNG REMAR ARPLICATON 612E TTPE -N REMPRItB 1M 40NRT IRCONC. GASE HARDENED�L WVL11?LONG. S OF GARAGE DOOR BUCK TO MP�ONRT%]I�1C. 1I.—A NO WASHER TAPCON MA80NRY FABTEI.ER 8"� 111Y EMBED.," END DST, f t?EO[iE qBT. _ 9iD�SEE DTER GNAL 11 9"OIC WINDONASORI FASTENED GARAGE DOORBUCN B� DA. OR 1?'qA. E%PAN610N BOLT 16. OI0 ryfi- PEMBED..1"ENDD1. NOTES 04ODL NAILt 1/2'LONO. STAGGERED INTO MABONRYICONC. TO MA90NRTIChNC, wI WASHER 21"OIC (tYf'g0.) 3'EDGE qBT. VANDr 86 CASE HARDENEDCOL vMNDowI -FASTENED METAL 6TRAP TO CONTACT THIS ENGINEER FOR SPACING +. P1, SEE NgTe6 NNL1 yr LONc. STAGGERED AsaNRrrcorvc. MAsoNmlcoNc. REQUIREMENTS Exi.9WIN0 DOOR M316'SNA IA- 1 I1 EMBED, W END. SUCK h IT SEE NOTE WASHER FASTNER e'OF DST. 11/r EDGE DST. b IT WINDOW BUCK p.138°PAFr 31R' 9"OIC FEND. DIST,1 tYI' PT TO STEEL COL, SEE W/WAeHER STAGGERED EDGP DS,. NOTES 1�STTAAPLE$ SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED AOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH AW OOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. 1441 N- RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroupcom AA #: 0003325 � 1 14 b �1QFaQQ yq4 Q SunDm & LOT: ABBOTT PARK LOT #2 BLK #13 PROJECT 04181.00 -02131 MODEL: 4EBB "1828-CALI° GARAGE SWING: LEFT PAGE: DETAILS 160 MPH En 20 A. AR ND DptlNT ATE. 09/21/21 SCALE: 1/4"=1'-( SHEET S N1 r w v © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHI f' MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) J" MAX: nI=TAII n J-L;NANNtL FASCIA FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @� 12" O.C. MAX (INTO NELQ3 7OWOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 7D STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT- I 30 J-CHANNEL— f, n1=TA I I P JA;NANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN'LL- k SEE DETAIL WA ' SEE DETAIL'E'-"' + EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD ivi (NOTEA ) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END EYJ BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN 3OFFIT D ® DETAIL B J-L:h1ANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 0 S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 30 J-CHANN f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .t3U.>>{>F>f >F>{ 3.519— EAVE WIDTH �.,+� 375 .375 (ROOF 1 4 3.625 3.625 3. OVERHANG) 5 \ 06 .03 12 N--CONCRETE; Jad yA 1 CMU OR WOOD V' (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 SEq 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 e uumv Z L/0T: 44 ABBOTT PARK LOT #2 BLK #13 PROJECT# 04181,000-02131 MODEM 4EBB "1828-CALI" GARAGE SWINO: LEFT PAGE: SOFFIT DETAILS 160 MPH E C 2 202 DAR E: 09/21/21 BCA=: 1/4"=1'-0" aFIEET S1