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HomeMy WebLinkAbout7745 Sail Clover Ln9 9 9.9 1828-4EBB—CALI c", e Qdy& P6 ' ��,00���GG�S �P�,�' HOMES Q� 12602 TELECOM DRIVE, TAMPA, FL 33637 T4el= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLOWA gM,DpiG CODE. ABV. ABOVE LA VLAVATORY DATE DESCRIPTION =(N (OW) - •r f IWA �M �•�y COM �YY MMW MY ^�O YVYO� A/C ADJ. ALT. ADJUSTAITIONWG ADJUSTABLE ALTERNATE . MUM. M.C. MFR. LUMINOUS MANUFAC CABWLT MANUFACTURER Tp6 CD'818BIED ARCHITECTURAL SHEET DESCRIPTION mro ')(PnMC ATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -10. INTERIOR FINISH - cuss B AMP. BD. CL CAB CLG. AMPERAGE BOARD CENTER LINE CABINET CEILING MIN M.T. MID. MTI. N.T.S. METALT MOUNTED MOUNTED META` SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES OVISAS Cos RE -WED OYJ6/1 Cos ELEVATIONS ADDED 03niA5 CaSRE-�D TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 7,40-9715 -BASIC HIND SPED - Vult=160 MPH Vasd=124 MPH -EXPosuRE - c -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL CLR. CONC. CPT. C.T. D. DBM. CLEAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE O.C. Pi- P.B PH. PLY PLYWD. ON CENTER ON PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG AL —FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN �nyroFOOTNG REVISION PER M. BOLES 06414 CD�SRE-W= 09/" ADDED OURB1.E88FOOTERATGARAGE DETAIL (FORTMYERS) 01nZ/19 PLANMAMTENANCE AND SPATE CODES D.G.DAMETER D1A. DIAMETER PR. P.7'. PAR PRESSURETRFA77iD G Ml—MECHANICAL PLAN P 03n8AB REVWD LINTEL SIZE AT FROM ENTRY DOOR DIM. DISP. DP. DR. Ds, DTL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. RA RAG REF. RM. R.O. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL STATE OF FLORIDA SQ.FT. CALL. S 04n4A ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATSON (`ELBJ 04n419 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE MELB) L1VIFrs 1026 Sa FT, 0WRA8 ,ADDED UMRIOR MOW DEEPFOOTER' DUAL 12M A coRu PROFESSIONAL ARCHITECT: DM DISHWASHER S.C. SOLIDCOREEXFOR S.H. SMOKE DETECTOR pG WAl —WALL ASSEMBLY DETAILS 06nU15 ADDED LED LKiITB • KITCFEN :BATH PER MARK BOWES ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 430 Sa FT. ENTRY 16 $a. FT. LANAI Bo SG FT. EA. EA. ER. EXH. EXT F.G1FX. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS S.H. SHr. SHTHG. SIIWR SUM. SINGLE HUNG SHEET SHEATHING SHOWER PG —WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS �� ADDED STONE OPTION ELEVATION C I D (TAMPA) VSAVa ELEVATION Ys' SIDING -ADDED LOUVERBL 4GAE ROOF A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 1,31SY SA. FT. F.G. FIN. PLR OR FLU. FR, DR, FIG GA. GAR. DISP. G.F.I. GL. FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SI.. 3L. OL STD SWS TEMP. THK. T.O.C. T.O.P. T.03. TYP, SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGIASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 10n5A5 ADDED OPT, W-O' CEILING HEIGHTS "/20 REPLACE USP CONNECTORS UTH SIMP80N CONNECTORS 04ime REVISE 84KAVE4T RADON PLAN DMM10 6 04A'16n0 OF L W-V CLG. HOT: ADDED LED LIGHT M FOYER 04/OWC OPT. 5'-0' OVA HOT. ELEVATION V- REVI8ED HEIGHT OF ARCHWAY 05/uno ADDED ELEVATION V 4 TT (ORL) STRUCTURAL SHEET # DESCRIPTION GYP. BD H.B. H.C. HDR, HOT, OR III INS TNT GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER FILL ITT INSULATION INTERIOR U.N.O V.P. W. Wi WD. WOW. WM W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON OVBnO .ADDED ELEVATIONS TUG'-?1H'-T15'(ORL) PG Sl —FOUNDATION PLAN PG SIJA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 01Aan1 =0 FBC UPDATE V Mn1 ADDED SOFFIT DETAAS 0446n1 ADDED ELEVATIONS N' 4'0' (ON.) 04=1 ADDED STONE OPTION ELEVATION V (MELBOUIR•E) 0510141 ADDED ELEVATIONS'P' A V (ORL) 09/W1 ADDED DEN OPT. (TAMPA I FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN TM DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES oS/IOnI ADDED 20' Ft)OTER OPTION (TAMPA) 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 PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.18—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDl—SOFFIT DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCfION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA N: 0003325 >sUSDIV. da TAT: ABBOTT PARK LOT #33 BLK. #7 PIlOJ1tCCTIP 04181.000-33071 MODEM, 4EBB "1828—CALI" OAMLOZ 8WDf0- RIGHT 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) 71h 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. & THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 R3025.1: 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MMi) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 618 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'AINCH GYPSUM BOARD OR EQUIVALENT. STTE 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 BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3'-17 BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AN TAT OC DS E 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 0 OLLO G "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" TNIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 ONPLANS. 4. NOTCHING ORCUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLIIIBINO 1. SANITARY LINE AL CAST IRON S SHALL BE OF C S RO OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COV� 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 FINS HM 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/I" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTWC1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND 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 CLUM i. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS 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 80FFn 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WwW.abde lgngroup.eom AA #: 0003325 tc 7 o aulwiv. Aa Lo ABBOTT PARK LOT #33 BLK. #7 PIIOJIDCT1y 04181.000-33071 1 on=- 4EBB "1828-CALI" GARAd15 DAMN: RIGHT PAGM: GENERAL NOTES 160 MPH EXP. C Dwpmr 9/21/21 SCALE: 1/4'=1'-0" BHF.= GN PJIa n'ttltl!o o � - w w oi11111111111o!Ittltttttto aI11111 e' � w lol • • w w " � w w w ow i w w w w w w w 11 II w 11 - w w � IwCLA o w w O w w w is w w C' i w w lT w °1 � w w��aa■nr�■ w " w i = w • of w I O w °ISOLLARD AS IIIw �...�+PER 15LOG.GAMGE w CODE w �1 In, w, _. w w ow w w 0111111f° °I11�1110 La 1t1io' 011111ia. � � FLOOR PLAN SCALE: 1/4' . I'-0' It11111tt1111 1/iG1f/Jrldlf9/. ■w■ SQ.FT. CAM'S LNMYa 1026 Sa FT. GARAGE 430 Sa PT. ENTRY Ib Sa PT. LANAI 8S Sa FT. TOTAL 2,362 $a FT. 11AIDC LOAN= W114) FOR8SECO IWIC LMD EN'OYaE inl aaEcaD alllMt OFEow Sam ZD1E MiI I IM M ID IiilAllfB ANDTVPE FOOTAS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR BWNG 18 5 33/-43 DR MIN. CRITERIA BAD. MIN. 41 5 31/-3S CRITERIA 16010 01 112 5 282/-31.5 12'xl2' SOFFIT I 5 313/-4--t BASIC WIND SPEED MPH - 16D (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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. CONIWL OATS ay" C L. TOP PLATE 9 m BAR DETAIL A SCALE: Lrl'.i'-0' BHDR. 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 81TE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM7 THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdeslgngroup.eom AA #: 0003325 a r w C o 8V1sDIV. & LOT: ABBOTT PARK LOT #33 BLK. #7 PROJWTAM 04181.000-33071 11[ODEL• 4EBB "1828-CALI" GAICAGE BWWG: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C Ir1 2 2 mI DAPmT E-" 9/21/21 SCALE: 1/4"=1'-O" 111I Al SHINGLE ROOF ---------------- 6 " ND (TYP_`4"" li 0 =�l (ME FRONT ELEVATION SCALE: 114 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOCR R103A FYPCN LV12X24 OR EGMIIVALENT LAP SIDING AS SPECIFIED (TYP.) -4' FREIZE BAND (TYP.) 6' TRIM BOARD (TYP.) OPT. COACH LIGHT 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT OFFRIDGE VENT REAOFATTIC = 2364 SO FT. NET FREE VENTILATION ARFA REMA RED = L/3m IEOUREDVIENT11ATION AREA = 2364/300 = TU ENTRATION ARFA X SO IN OIFS PER FT.11441 = 2MA72 SO IN. MIN.RMURMVENTILATION = ,5X 1134.72 IN U'PERPORTION OF ATTIC - 567.36 SO IN. OFF RIOG6VENTILATION AREA = US S0. IN. PER VENT 567.36 /225 PLS" VENTSRMLIKI) 493357 ALtla VRMPFAMj1ED = 5 'AREAOFATTIC ISTHE PE 119TIR01 THE HOLAT LESS THE OVIRNANG (EXTEMOROF WALLTO DMRIOR OF WALL, NO OJGINANGS INCWDGI) j,W-0" ERG. HGT. Low rm 11 om 0 LEI m REAR ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH 8'-0' BFW.. HGT B'-0' BRG. HGT. I'_0• ■ e0 u0 0'-0' FIN. FLR _—__-________—_______—.__ _ _.►FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-C' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6 5'-0' BRG. HGT* �o 0'-0' FIN. FLR #� 4__ — - — - — - — - — - — - — - — - — - — 14 RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH .0' FIN. FLR. -0' FIN. FLR. J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.mm AA #: 0003325 ro rr all o N SUDDIV. A6 LOT: ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.000- 3071 MODZI .' 4EBB "1826-CALI" GARAGE 9WINCF: RIGHT PACE: ELEVATIONS „C:T 160 MPH ER. C if DPANT A 9/21/21 SCALE: 1/4"=1'-0" SHEET A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 126V CUTLET 20 AI•P MALE POLE IIOV OUTLET Ilov OUTLET w aF OU?M WIRED TO SWITCH 6FI IIOV OUTLET EOUPED WMRC NIIL NTERPIEIe RAMPER RESISTANT TYPu 220V OUTLET (4) WINE COMMOTION OMM T GLrriiT'mR'Q SUITCFI NW'TCH 3-WAY OPER �4 NIMTCH 4-W47 OP'ER i_ o WALL WALL "OU/TED CELMG LIGHT © LED CLG LIGHT LED VAPOR ©v' PROOF LIGHT OVP VAPOR PROOF LIGHT Op RECESSED CAN eVFNT. PAN I GPM PER SO FT. VeR. FAN ntaNT I OM PER SG. FT. ,rS/TTIT V ►DCTLM (SPECS TBD K R T 2-WAS LLRAF ® L I�y..�ITT (11:CE8BED) AROUND reuR�Ace rF4v ;--{ r FLAlolesern4r 4'FLUORE/CENT 80 8 4' iRACX LOW PANEL PETER O 9D. apace DerEerae 5mlu E'2�� T W.Hssoeme WALL I' U TED eATT nMyc6- SD. SFIO E DETECTOR W-HANIM fi ® Sip raeaN M0400M cTwx DETEe7OR O �-COMk'TED SHALL x A DISTAHM OF NOT LESS T)EN 4' FROM IUALL -� POCANT LtlHT I I� TI/OurLaT NATURAL GAS ` TELW"4PA JACK JUMb WATER LATER To RR neveTro DIKONECT AIR eo)DI;T.Z WE ALA ON I ❑Tv 1ELEVMroH JACK CELINS BOX REOURE O J-SON TO RE SIPPORRD N ACCCOWAN a UP BOX MAwaD AS SWN POR FM &[C*R 70 EB NPPORIED INCEILING ACCOMPAHM aF BOX MAPIPUP M OWN FOR arena 24• NCMLeaCiNT LIGHT STRIP IInnnnn fe• I4C.AMDH/LVR LIGHT STRIP nnnnnnnn y. NeMloeeeeNT LIGHT STRIP ROOD L— IaF OPT. s¢awIT1 IQ7TAD FE ra HRH-owma+ FoeeNeis Mae PORT • LOCATION OF TV JAOK6 4 P/ROE OUTLETS A PAN* TO BE VERIPIED • woman ER PRE -CONSTRUCTION MEETING. • ALL 0 4 20 AMP DRAWN CIRCUITS TO EE ARC FAULT PROTECTEPE D R ELECTRICAL PROVISIONS CP MM Tru LDITIaN ramam) 4 Nt r, Slop Zen PDITION • 20 AMP DEDICATED LAUNDRY CRICUIT. • OR S ISLAND (NOT ON KITCHEN Cw llT) • DIBFU4SNER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM E)44AU6T PAN TO HAVE MN. CAPACITY OP be CM NTEP"TTEW PER ELECTRICAL PROVI61O10 a' SECTION Me019 Feu TTH eD (2020) • LAUNDRY Moo" AND DIM4WASIMR RECEPTACLE SHALL EE GROLND FAULT CIRCUIT.NTERRWPTER PROTECTION POR PEIMON411L ON MENDERS, • IMRNG 1' UDD SWALL BE NON FETALLIC CABLE PER ELECTRICAL PROVISION OP Feele TTH RO CJ020z • ALL ECINK TO COMPLY WITH LLECTItlGAL PNEOVISION6 a T)M Feu TT4 eD rae20z et L erG.A .•Tm sT eWLDP! CHID ' va a+ LYi4TPIG MYT m ENERGY IIPPICIENr TYPE PRE numamEW? Al IQlICBYY) MM_ 1eM EDITION RA0A1 107 CEILING I� MTD. LIGHT �PRE-WILD LIVING ROOM TO BE INSTALLED, CLG FAN -BOX PRO PROVIDE \ \J PRE-wI�D` BDRM.#1 OPT. FAN I \\ GFI CLG FAN(; PRE -WIRED DINING n // CLG FAN ROOM I n 1 qp _ I I I SD. \ \ SWITCH IN ET ` ---- --- FORDIU -�;>- i GFI GFI L I _ r-\t I I L---- I I BATH #1 - _�TCHEN/ L L LAIN; ii I --- PAT]. GFI i- \ RANGE I -- GFI O GFI / 1 4 HOOD WIRE W/ OUTLET FOR FUTURE MICRO I yt/ S/CO PRE -WISED \ II �`CLG FANF�'F� -1 RAI PRE -WIRED CLG FAN \ I - i S.Q. I GFIGARAGE • DOOR \ L � I \ r - - - - BOLLARD I I \ � I AS REQ PER CODE l�J \ WALL MOUNTED EU BATH 0-' I I ig CO \I \\ LIGHT W16UTOW IN \ ATTIC \ \i 8 c F, / V w KEYLESS OUTLET B�. / FIXTURE J DR•�i2 j FOYER IL ( 7�i V IRRIGATION \ \ OUTLET • 0= 46' APF. GFI PRE -WIRED GARAGE CLG FAN I I I I L i LED LIGHTING SINGLE LAV. - BATH r1 LED LIGHTING C DOUBLE LAV. BATH PROVIDE NM w OU N 2' �IT OR 2JO AL &Bn METER (CCPOUIT TO TEIVI NATE ABOVE SORT S CIARHAPW FIELD LOFY 150 AMP ELECTRICAL RISER NOT TO SCALE. COI6NATIO4 SERVICE IEO AI•IF DISCOFSECT SWITCH AND 170/t40 VOLT dM ERAL NOTES. M ELECTRIC FETTER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS, SHALL NE U ]R ENCLOSURE MLO COMPLY I1,11714 ELECTRICAL FWMIICNS OP THE FBCR 1T44 PANEL EDITION 0200) LOCAL CODES, AND ALL LOCAL FOLER COMPANY MOUIRp'INTS eOMP S. ALL CQDUCTCA S SHALL BE TYPE TWI4NR4LN UNLESS NOTED )T m I.E. ------------------ \\ --------------- -- - OPT. GRADE COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' G I'-0' COM•AW FIRM TO TELSFN@E MIeVICF cAms TELEVMION IN71EA/4GE SlRNC:L lN7RM)e6 EOUIPFEiT E4IPNMENT NTER/76TEM BOND"` * TIMR114AL AT LOW VOLTAGE CQNECTIONC 114 01 SERVICE GROSD CONNECTED TO N CGN4RTE ENCASED POaMR STEEL PER S ELECTRICAL PROVISIONS OP THE lGGIR 1114 EDITION (20201 BC F.I.I..AX • FT LONG COPPER CLAD 41011OIA40 IWO 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL327PH: 407-774-6078 FAX: 407-774-407www.abtllssigngroup. AA S: 0003325 �5 A11 NII it SUNDIV. AS LOTT ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.000-33071 MODEL' 4EBB "1828—CALI" GARAGE SNOT RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ^ DA 9/21/21 SCALE: 1/4"=1'-0" SHEET E1 TO PLUMBING PLAN WALM 1/4 " I'-V' 1441 N. RONALD REA" BLVD. LONGWOOD, FL 327501 PH: 407-774-6078 FAX: 407-774.4078 ww .abd"lgngroup.wm AA N: 0003325 N6 S7 2' VTR AB 2• LOTT 33RK # KBINK I \ BLK. 1f 7 VTR UY 2' AUTO VENT ��/ 1/2. I I/2 I 1 2 �� PROJECTO 04181.000-33071 I/2�i �I I/2' /� I I I/!/fit' I 1 o-Dzu I in 9 2- I V2' = / I I/2 I 2' 4pEBB 311/2'�I I AV n1828-CALI'r L.Av TUB 2 LAV I 3' I GARAGE SWDM: we 3 I ' RIGHT 3• 3 11112' 4 PAGE: SWUR 2• co 4 2 WASHERPLUMBING PLAN PLUMBING RISER DIAGRAM v L 160 MPH EXP. C j ROUND A AM AANOW Ppj3" DATIM 9/21/21 SCAIX: 1�4"=1�-O" ar><EET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MP& 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 PAS 8 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLD& 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 SEVER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FIBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOM&, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL& 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 &HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED OATH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PAN& W/ DRAINS ATTIC CEILING O _ EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION "'12.4 HVAC DRAINS SCORIATED NICKEL FN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —� FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PA86-THRU AIR GRILL SECURE STRAP TO CONG. CONDENSER W/ (2)-3/I6'X2' TAFCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE &LAB SECURE STRAP TO WIT W/ (2) %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE CO:cLoO7.PLU3 UNK I' -6'mGRADE PAVING SEE SPEC. P-awl CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPN) MECHANICAL PLAN SCALE: V4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WwW.abd"Igngroup.com AA S: 0003325 i� m @ k e S o fS <TSDIV. de LOT: ABBOTT PARK LOT #33 BLK. #7 PIROJMCT:p 04181.000-33071 >t ODZIU 4EBB "1828-CALI" GAP-tOZ SVIWO: RIGHT PALM: MECHANICAL PLAN 160 MPH EXP. C n NO rDATIM 9/21/21 8CALE: 1/4"=1'-0 a13ffi!UT M1 2X4 TOP PLATE 3 W/O' OR 5 PL U2' DRYWALL 34TOP PL%CHANJEL (25 �' PRE-FAB TRUES GA) COIKR NEM N' THICK 2 COAT S' CFU m I/1' CLG BOARD POIQLATO CR'Oif STRJ07UfAL Pm V2' DRYWALL MAGCN a APFLISD ho I.S. alrccxr m NOTE: STUDS IN 3 5/0' OR 5 SW METAL STUDS NnscreT �'A9P TO FILL 24' O.C. 20 GA METAL TO BE �C AR PARTITIONS SUPPORTING INSTALLED IN WALLS AVIL V2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/0, OR 5 row WALAW APPROVAL Ism. CABINETS AND NB/SFIOLLER 25 sraaR RCD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL GA METAL TO BE INSTALLED 3/8' BOTTOM CABINETS SHALL BE NOT CHANNEL (25 WATNSR STW LONGWOOD, FL 32750 IN ALL OTHER WALLS. STUDS GAJ SECURED LK AAWtM �'� PH: 407-77"078 LESS THAN 2x4, WHERE TO BE SPACED 16• oC. AT 2ND �r P.eaa sFewo+Aus TO GONC ODOR r7. BY FAX: 407-7744078 FLOOR WALLS ADJACENT TO av OALV. sTeEL SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR W/ 3/4' SECURE ST. 2X4 WOOD PAP 4 TO Fumao To OOR PLATE TO SLAB STUDS 624' THAN Ifo' O.G. OR, NOT WOODS OD � JAM � www.a es gngroup.com WALLS UY TILE FINISHAA 8: 0003328 wv Imd MASONRY or- LESS THAN 2x6, WHERE W/ 1/4' WOOD moouc� wLv. sTm NAIL . 32' oC SPACED NOT MORE WOOD BASEBOARD SCREW A}PRD�AL I�GL ev�tT tleaex . ON �+�+� aaae e. onene FASTI M TO neAcc SRAO�tS MAX THAN 24' O G. v �r 1e0Or' . SLAB AN9iO✓AL PE& FIN. FLR FINISH FLOOR 1—STORY TYP. INT. WALL 28 GAS LINE THRU BLACK s GARAGE DOOR JAMBS xxs.n•.r•r D1 SCALE: 11/2'•1'-0' TYP. INT. WALL ( NON— BRG.) 1A METAL STUDS ( NON— BRG. ) D1 SCALE: 3/4'.I'-dV p 1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT OATH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR W55.I.1. AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING FIEtERGLA88 BRANGLEB ROOF BREATHING THICKNESS AS PER WITH UNDERLAYMENT 2x BLOCKING BETWEEN TRJSSES SHEET SNI h o FIBERGLASS SHINGLES TRIGIQNE88 AS PER WITH UNDERLAYMENT AS PER FBGSECURED PER R 905.1.1. SHEET SNL SECURED PER PER STRUCTURAL DETAILS AS PER FBCR W5.1.1. ROOF BREATHING FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE SWEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRKsHTB SHEET ON]. SECURED /a, GYPSIAN BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' FIKaH SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG WD. TRU88 AX. 2x FASCIA PER BOARD REFERENCE ELEVATIONS O. ELEVATIONS T STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT Lu SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRI188 PRE-ENG TRUSS THICKNESS AS PER WALL SHEATHING i INSULATION R-VALUES STRUCTURAL DETAILS REFERENCE STRUCTURAL SHEET 8N1. SECURE PER THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES m. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SWEET SNI. SECURE PER Tx FASCIA PER T.p 2x FASCIA PER ON SWEET SNI FASTENER SCHEDULE ELEVATIONS ON SWEET SNI. OH. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH GLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT U.EEP SCREED SPECIFICATIONSAS PER MANWIFACTURIES 2x P.T. SECURIED PER STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS S 24' Or- 1/2' THICK, 2 COAT PORTLAND -IK2 P.T. FURRING B' c1 CEMENT PLASTER APPLIED STRIPSC. * 24' . 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY V2' THICK, 2 GOAT �p CEMENT PLASTER APPLIED V2' GYP. WL. BD. CEMENT PORDIRECTLY , CMU TO MASONRY WOOD BASE PLASTER APPL WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLRJ _ ° _ 0'-C' FIN. FLR 0'-0' FIN. FLR. ° _ W-O' FIN. FLR Q. .. ' S' CMU A. .. ti ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASGE 1-16 IN a ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 4° 1TH EDITION, SECTION R301.1.3 °.a 4 1T14 EDITION, SECTION R301.1.3 AND 16095.1. AND 16093.E W/ WINDOW OPENING TYR WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B B NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SUBDIV. dt LOT ABBOTT PARK LOT #33 BLK. # 7 PIEOJICCT* 04181.000-33071 MODEL.' 4EBB "1828—CALI" GARAGE SrIDJO: RIGHT PAGE: DETAILS %160 MPH EXP. C (11—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.I -0 RLAY SENT IN ACCORDANCE SCALE: 3/4•.1'-®' p--ERLAYMENT IN ACCORDANCE WITH ATE WITH FBGR 905.1.1.1 OF THE FBCR 2020 1TH EDITION 19 04 WHICH USES 2020 1TH EDITION 19 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4069 TYPE I I I TYPE 11 OR ASTM D4869 TYPE III �U OR TYPE Iv UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A NO DAR M 9/21/21 DCAL.E: 1/4"=1'-0" SKEET D1 2X6 P.T. • CENTER CP DOOR HEADER SECURED UV (V 14' X s' J-BOLT UV 4' MN EMBEDMENT W/ 2' X 2' X V8' WADFER 4 NUT OR UV (2)14• X VANCHOR BOLTS M UV 41 N EMBEDMENT UV )' X 7' X VD' UWSIlR 4 NJ7 ® DECURE 7x4 TO BLK UV E 1/4' TAPGCNB I NAY EMBED, 8. OC, 4• END 1>18T, I VY EOGE DIST. E Elcafk 7Xf GARAGE DOOR BUCK 6ECURED UV (6) V2' X S' J-BOLT OR ANCHOR BOLT6, W/ 4' MN EMDEDMEN7, W/ 2' X 2' X V8' W4SIER 4 NUT. (V UTHN P OF TOP, (1) WITHIN V OF THE BTM, E (S) EVENLY SPACED. E E E E E NOTES, ALL ANCHORS SMALL BE N ACCORDANCE TO MANFACTURER'8 INSTALLATION INSTRUCTION& WHERE SUCH NSTM1GTIaN6 AI•E MnI!! ATWWN TN M GARAGE DOOR 1 BUCK ATTACHMENT ec4Vu w•.r�• 7x4. SO SECURE TO BLOCK IW 3)16' TAPOO46 (MN SHANK 61ZE J45 MIN. HEAD SIZE J00 MN EMBEDMENT 1 V41) URT14IN S' OP EACH ED b• or MAX SPACING. 2X4. 110 SECURE TO BLOCK 10/3A6' TAPCON6 (MN SHANK SIZE .145 MN MEAD SIZE 300 MN E'IDEDMENT 1 V4•) WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. 2X4. 8CC13RE TO BLOCK V VW TAPC"(MIN. SWANK SIZE J45 MIN. HEAD DIZE 3" MN EMBEDMBJI 1 1/41) WITHIN s' OF EACH END 4 IS• 04. MAX SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOM 61C URE TO BLOCK BECUIR TO BLOCK UW2) 3/16' TAPCONB WW2) 3/16' TAPCONS WK2)1/4' TAPO" (MN (MN 814AW SITE .MS MN SWANK SIZE J45 SHANK SIM .HS MN MN HEAD DIZE 3" MN VEAD SIZE 300 HEAD SIZE 3" MN S' cm MN EMBEDMENT 1 V4') MIN. EMBEDMENT I V4') EMBEDMENT I V49 WITWIN 8' OF EACH END S' CMU WITHIN S' OF EACH END S' CMU WITHN 8' OF EACH END V2' DRYWALL 4 IS• OC. MAX SPACING 4 ID' OZ. MAX SPACING 4 Is. OAS. MAX SPACING W CMU Ix1 P.T. OR D/4'X4' MIN V7' DRYWALL VI' DRYWALL 1/2' DRYWALL SECURE THINU FRAME 4 ❑ MAW 2XS. ® ❑ 2X& P® ❑ 7%D� ®"J4r,/ EXTEND 1-114' INTO P.7. NAILER BECUE TO BLOCK I' DECUFE TO BLOCK 1' 4 SECURE TOPX4. eLOGc uv 3N.' UV(2) 3/16' TAPCONS P.T. NAILER WK2) SAS' TAPCON6 P.T. NAILER WK2)114• TPT. NAILERTAPCONS DOOR CASING MN SWAK DIM .HS TA6' OSS. X 4' MIN. (MN GRANK SIZE J45 DOOR CASING (MN. SHAN(MN SWANK SIZE .HS MN MEAD 61ZE 1100 MIN. MEAD SIZE 300 MIN HEAD 7A6, OAM X 4• MNMN HEAD 0 SI90 rMN EMBEDMENT 11/4'1 DOOR CASING MIN. EMBEDMENT I V4') MIN EMBEMN EMBEDMENT I-V4' WITHIN 8' OF EACH ED WRMN W OF EACH ED WITHIN 8' ODOOR CASINGWITHN S• OF EACH END DOOR JAMB OR WIDOW 4 16O.G nAX 4 WOC. MAX 4 0' OC. MppOR JAMB OR WINDOW 4 m• OZ. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER ACC"• DOOR JAMB OR WINDOW AC ACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANFACTU111E8 DETAILS. MANUFACTURE6 DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" o NDOW TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK UV SAW TAPCONB (MN SHANK SIZE 14D MN MEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 9. OF EACH END 4 10' OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3A6' TAPCON6 (MN SWANK SIZE .145 MN MEAD SIZE 300 MN EMBEDMENT 1 V41) 6, cm WTHN 6. OF EACH END 4 15' DO, MAX SPACING. In' DRYWALL 2XS, cm ElI'X4' BLOCK TO SECURE TO BLOCK P.T. NAILER WX2) 3A6' DOOR CASING (MN DRANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IS' (; MAX SIPACi DOOR JN'16 OR W6N70W ' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" �p NN OW TO BLOCK +1 1/2" NNDOW TO BLACK +1 1/2 NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/15" @NV TO BLOCK +1 15/18" 2X4. SECURE TO BLOCK W/ SAW TAPCONS MN SWANK 61ZE .Hs MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHN S' OF EACH END 4 IS' CO. MAX SPACNG. NOTE. STRUCTURAL 2X MIST BE 2)w ® ON OUTSIDE 4 GEORED SECURE TO BLOCK THROUGH NON-STRUCTURAL IWC'J) SAW TAPCONB 3AW TAPCON MIN. 1-114' (MN SWANK 61ZR J45 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN B'BEDMEIT 1 V41) WITHIN W OF EACH END 8' CM 4 E' OC. MAX2X0SPACING. In' DRYWALL ET ❑ 6EU1SC RE To BLOCK rx4' WK2) 3A, TAPO" P.T. NAILER MN SWANK $IZE J48 MN HEAD SIZE 300 DOOR CASING MN EMBEDMENT I V4') WITHIN S' OP EACH END 4 Is, OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE: 01411 AS NEEDED TO PLUMB JAMB MO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" � N TO BLACK +2 1/4TO BLACK +2 1/4" NOTE. 6141M AS NEEDED TO PLUMIIS JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLACK +3" (�iRINDOf T0_R1A1,K t3" NOTE. 614M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3 7/18" L� R TO BLOCK +9 7/16" 2X4: ® 2X4: 6ECURE TO BLOCK W/ 6EC IRE TO BLOCK W/ 3/16' TAPC4" MN V4' TAPCONS (MN SWANK SIZE J46 MN SHANK SIZE J49 MN HEAD 6IM 3" WRAP SIZE 300 MN EMBEDMENT 1 VW) MN EMBEDMENT I V4') WITHIN 6' OF EACH WITHIN s' OF EACH END 4 18' OC. MAX END 4 W OC. MAX 61RACNG. NOTE, 671RUClURAL 2X MUST BE SPACW. NOTE: STRUCTURAL 2X MUST BE �' ® ON OUTSIDE 4 SECURED �' ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TH6DLLI14 NON-6TRVCTURAL TO BLOCK TWROU MI NON-STRUCTURAL TAPO" 3AW TAPCCN MN 1.114• WK2SECURE I/4' S 3/W TAPCON MN 1-114' (MR BNANK 812E .W (MR SWANK EMBEDMENT INTO BLOCK JO SHANK SIZE J46 MN SWANK SIZE . EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MEAD SIZE J00 MIN MN. EMBEDMENT I V49 6, Oy EMBEDMENT 1 V4*) WITHIN S' OF BACK END WITHIN O' OF EACH END D, GMU 4 16, Or -MAX SPACING. In' DRYWALL 4 1s' .MAXC. SPACING In' DRYWALL 2X& O® ❑ MA4• 2X6, CEO❑ I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) WIG' TAPCON6 DOOR CAGING UW7) I/4' TAPO" i• X 4' MN MN SHANK SIZE J46 MN SHANK SIZE J45 P.T. MN HEAD SIZE 300 MN MEAD SIZE 300 EMBEDMENT I V4') 2NO 2X SECURE TO STRUCTURAL EN MIN. EMBEDMENT I V4') DOOR CASING WITHIN S' OF EACH END MEMBER UW2)6d WITHN 8' WITHIN 8. OP EACH END 4 IS' Or- MAX OF EACH END 4 6' TO 8' OZ. MAX 4 IS' OC. MAX SPACING 6PACING. DOOR JAMB OR WINDOWDOOR JAMB OR LLINDOOU ATTACH TO 2X PER ATTACH TO 2X PER MAN PACTURE6 DETAILS. MANIFACTJREG DETAILS. NOTM SWIM AS NEEDED TO PLUMS NOTE: SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" m arnrr .s" TO BLOC +2 3/4" �n1r a 11ND011 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 9: 0003325 0 t o MI TSDIV. Ae TAT. ABBOTT PARK LOT #33 BLK. #7 1Pllt0J=T# 04181.000-33071 MODZSL• 4EBB "1828-CALI" GAPAOa SVIIMO: RIGHT PALM: DETAILS %160 MPH EXP, C U NO &WM DAIS M• 9/21/21 aI•ILLaT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/ZO21 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 22/31/2021 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 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1086042 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12123/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 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 12131/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-C" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/Z021 20461.9 THERMA-TRU EXT. DOORS SWINGING Single Ike EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 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 22/31/2023 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 30YEAR 2020 FBCR 12/32/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL1S272.1 ALSIDE'27' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w ,abdesigngroupmm AA #: 0003325 w V a V q avaDlV. a LOT: ABBOTT PARK LOT #33 BLK. #7 PIEOJECT# 04181.000-3307 IWDELe 4EBB "1828-CALI" OARAGM armTO: RIGHT PACE: PRODUCT APPROVAL LISTING 160 MPH EV, C z NO he' �� L \. DwT 9/21/21 aCALE: 1/4"=1'-0" aI;EET D3 PREFORMED CONTROL JONT FLANGE OF CONTROL JOINTS BE IRRED TIED TO LAIN • S' Or— MAX (VERT.A NOTEL DO NOT FASTEN C4147001. JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV VLEG ME �TO TEMP. SECURE CONTROLJOI DURING NSTALLATION----\ FASTENERS TO BE 6P4CED---777 • T O.C. MAX VERTICALLY / I / i k THICK. ! COAT CEMENT \ PL46TM /--' UM LAYER 12, PORTIPMER / BUILDING PAPER APPROVED METAL LATH FASTENED .T' (VERTJ OL. MAX AT SUPPORTS URB LAYER •l, STUCCO U ll WOO SHEATW#4 LATH SHALL NOT DE CONTNIIOUS, ♦• ro e• e• ro e• TWIl II CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 7X4 DLOCKM PER All C06! \ PLACED FLAT MAX. 6' TO IF \ CONTROL JOINT FALLS 0ON 4 FASTENERSEN HOT% FOR LATH TO DE NAILS OR\ i / STRUCTURAL sTD STAPLES N COMPI-LUNGE VV All CW63 r 2. UTRE TE6 TO BE (NO. 16) IVAll WIRE /- 1 !. BLOCKING SHOW MAY DE N ADDITION/ TO WALL STUDS REQUIRED PER PLAN aa O"M" TYPE CONTROL JOINT O41tlLD WIAb • PT. A ®P0.D OL— NINE• PT. A L ONAN • M. R LOWAN•Pr.0 616Axa owe Ol FOLD MAl1AIE • Pf. L OMYAN • Pr. 6 YxD Nr • APPROVED BUILDING U ll SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) M 6' A HORIZONTAL LAPS. ALL 80" NEED TO BE TAPED UTN PORTIBER 64EATHMG TAPE rmru LATH X X X�` I f'C LATH VERTICAL LAP TO BE P METAL LATH IT Will LAYER % STUCCO IIRAP 6•MWPAP41• Ar --y / UFB LAYER 4, FORTIFIER BUILDING PAPER I 2 6CALl.Ilm.r.o' . MM LATH LAP, 4' ONR ALL LIP SHEATI SIDE LAPS OF METAL PLASTER BASES SHALL III SECURED TO BUILDI FRAMING MEMBERS. PAPEF THEY SHALL BE TIED DETIREEN SUPPORTS WITH 01415-N. (DI-MM) STUCO WIRE AT 6I7ERVALS NOT MORE THAN 9' (229-MINA AS PER ASTM Clip QKICKOUT ,r�AIR OF TEAR& M ' DETAIL MAY BE PATCKED Y 15L°'TC44IND W/HOUSE WRAP TAPE PER MANP. 6PEC. OR PEEL A STICK ® l .'OLD NYYO • M. A ,. awAN • Fr. e ,. aEaN • Fr. e ♦ POLO M. C 0410 PL R ILL Pr. C Td1ON 11110"CH FAWN PLANW 'L""B awTKw yawn NAL FOLD. OG UB GO. �' THIIOK , COAT CBMENT PLA97ER (FRAME). UV I WAY M "ll PLAIN (CM WRS LAYER a, FORTIFIBER EUILDMG PAPER (PRIAM aLY) 00 LAYER 9. 671E-0O ,.RAP(p m OKtY) W Laa71M Q 6WDMtl IIIeAP O�VBM �NMLItl R�JWI, mi NRIOLpAI "ONE ELT) I 4•� 'I'l on cm axralae � 66 GALL ILYN11l a CMAL) aXX*gO PLYIIN6 (N6 j,�,, \ a G � I.TLL60Q R7CF . YLLL NIEIINCTIp6 FAMA LIMP on Ill LAYER at STUCCO ull UM LAYER -2. POR PnM 1111 NG PAPER MBrAL LATH 67r6' SELF -ADHERING MEMbRA NE R-ABNIIY! OVER 4.4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE Ill FLAMING TO EXTEI,® ONTO PIPE HOUSE WRAP. FLA6HIN7. TO CXTCND ONTO PIPE J THICK ! COAT CEMENT 1L' CONT. BEAD OF SEALANT PLASTER INSTALL APPROVED NOUGEWRAP AIR gr METAL LATH URIS LAYER -2, FORTIFIER aFILTRATION BAIRRIER OVER 8MA7N9•Ys SUILDM6 PAPER UARB LAYER 9. ELASTOMERIC COATING OVER STUCCO/ O.V. FM16N (608 TYP UALL SECTION) STUCCO URAP WOOD SHEATHING SECTION P E ION BStlo/Yin� YRR M E,daal oemtionent yen or u o/ polawith rhea comply with the application shall the La"ant-f ASTM 92&1 installation0 of lathing and fiamM .hell comply with ASTM C 1063-19a, or ASTM 1767. 47t4' 6ELP-ADHERING MEMBRANE FLASHING (COMPATIBLE UI/ HOUSE L~ MATEM.AU OVER APPROVED HOUSE II.RAP. P OR LEW PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF-ADNERtlNG MEMBRANE FLA"ll STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER ROOF/WALL SCREED z_ 5'X5' 'L' TYPE CONTINUOUS L GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. FIFE N.T.S. 4• NETRATI 6. STEP 02 TA LEGEND Ill 6ELF-ADHERING MEMBRANE FLASHING (COMPATIBLE UY HOUSE uRAP MATERIAL) OVER 4 .4' ELF S-AD 4RIUWA MEMBRANE FLAMING OVER APPROVED HOUSE WRAP. PLASHING TO EXTENb ONTO — DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER—'—'—'— —'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -I/lro' ZIP WALL 61-IEATHING SELF-ADHESIVE FLASHING — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.mm AA k: 0003325 d6 6N Ilr, (a° A�LC a 6 SU=IV. & LAT: ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.000-33071 MODELt 4EBB "1828-CALI" GARAGE 81►ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 22 -T I:� sA r 9/21/21E: 1/4"=1'-0" T VA� INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE'S! AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLdSNING TO BE, L BOTTOM. 2. SIDES. S. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED SO A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND i..�. i k VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 81DE8, ri CAULKING • JOINT ALL AROUND I I I I PER SECTION E1da:ior lalhlhp and pMatarino BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. �X. Installation of exterior lathing and framing ishall comply with ASTM C 1063-19a, ��X or ASTM 1787. WRB LAYER 9, • ° STUCCO WRAP r.x� HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) CLLAY SHEATHING ER N, O UAZ.AP AYER �!, POI¢TIFIBER IWOM NCs PAPER CONSTUCTION --METAL LATH a' CMU VINYL CASING BEAD W RAISED BAND V Tog, MID -WALL YBP,P SCREED Ib' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING, (INSTALL PER MANUF. SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METE? VERIFY LO HRCA IL" IwCL.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION 6U000 CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 'J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT 77 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *l, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD 844EATHNO LAYER 1, STUCCO WRAP LAYER •2, FORTIFIBER BUILDING PAPER ' METAL LATH WOOD0"TRIGTION / _FINISH D ' .yr FASTEN TO WOOD STRUCTURAL MEMBER • T' OL. MAX a' CMU k' TOV C4R•wALL F ' W WIDE STRIP SELF Z; ADHESWE FLASHING, CLEAN a'a, MASO W BEFORE APPLYING V FINISH • MASCTRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 6' WRB LAYER 01, STUCCO WRAP WRB LAYER "I, STUCCO WRAP e APPLY 6m MN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP Will LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH AO STEP #5 STEP I'& (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 is 5f Si � S F o C 5 avaniV. Sc IAT: ABBOTT PARK LOT #33 BLK. #7 PROJECTr� 04181.000-33071 HODEIA 4EBB "1828-CALI" GARAGE 1117VING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L a 'M 9/41/21 f 1/4"=1'—O"A2 WOOD SHEATHIN WOOD —� CONSTRUCTION "- 1Yi HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 41, STUCCO WRAP THICK 3 COAT CEMENT PLASTER WRB LAYER -1,�( STUCCO WRAP ` �< AMICO AM66-W9AC-TSN7 CJ&TOM CASING BEAD NO GAP INFIELD —� (OWMN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. @ CANT. SCALE: I I/2'.I'-V .WRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER i' THICK 3 COAT CEMENT PLASTER W SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHIING BELOW WRB LAYER'(, STUCCO WRAP i WRD LAYER 4, FORTIFIBER I BUILDING PAPER —6' SELF-ADHEREING FLASHING WRAPPED • COW ER OF CANTILEVER 1 4' POSITIVE DRAIN 2 neeR sv seen NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-8471-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED N PAINTED FINISH a' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRICTION WEATHER RESISTIVE BARRIER 9 (LEATHER RESISTIVE BARRIER '2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRLCITON WEATHER RESISTIVE BARRIER 7 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 FRAMEC WALL 810-FLOOR DECKM PIW-ENSD T119188 PLAS�9 COAT METAL LATH — WOOD SHEATHING (SNOaN FOR CLARIFICATION OF SEPARATE A.GEBSORIE6 ONLY) Yi GAP FOR BACKEF EXTERIOR GRADE ROD 4 SEALANT — DRY WALL 1• THICK 3 COAT CEMENT VINYL CASING BEAD 4ASTER111. VINYL C�R.ER 0lAD WATER PROOFING lot. LAYER (2 LAYER PEI 4 STICK) CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL N STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL " BEALAR,1f' MIN, STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK -F P FOR . I J1'xl 5i P.T. OR SMIRATED 1 IDAGKER ROD WOOD (TIREX) FILLER COMIHUOUB VINYL C.48RNC. BEAD WATER PROOFNG Mt 1 WEATHER RESISTIVE LATER (2 LAYER PEEL BARBER 1 STICK) WRAPPED FROM ..-- WEATHER RESISTIVE BALCONY DECK TO CANTILEVER BARRIER 9 6• PEEL . STICK • DECK MCMdtANE. DRIP EDGE TO DECK ' EXTEND OVER DRIP BUS FLOOR EDGC ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE BET IN FULL BED OF IVXI V4' P.T. OR 8I'IULATE SEALANTjJ' MIN WOOD (TREX) FILLER SPACE FROM DRIP CCNTIN5OU6 FACE TO TREX Yi GAP FOR BACKE VINYL •�^,i3 BEm ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL N STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER I• THICK 3 COAT CEMENT PLASTER METAL LATH 5/6' TYPE 'X' DRYWALL 1 WOOD SHEATHING W?EXTURED N PANTED 1 RB�AAT�IRRESISTIVE FINISH IR 01 WEATHER RESISTIVE 3 COAT CEMENT BARBER-2 L.T VINYL CORNER BEAD 4• l•OSITh,E DRAM n�eR aroeen )=L CAfiN 6 BEAD NO SAP IN FIELD f6HO1LN FOR CLARFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION r0LUMN SHEATHING WEATHER RESISTIVE BARRIER 9 11 (LEATHER RESISTIVE BARRIER 4 W SAP. -PEEL N STICK -IJVxV 1' FLASHING FULLY EMBEDDED M ROOF CEMENT i-06' X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT, J4' MIN. SPACE FROM DRIP FACE TO TREX r— PEEL A WOOD (TREX) FILLER CONTIN)OUB Yi GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED , PAINTED FINISH THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE 15APMER 02 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. 11&'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION 01- SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING) SCALE. NTS WOOD SHEATHING 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER 2 1/2' t,ORNEo BE en FASTENED TO 6HEATHIN3 ::>-r..,.z.;,) ........ • T' O.G. MAX. ,• C WRB LAYER N, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER � � SCORNER BEAD ® FRAME 1TA 2 1/2" �r CORNER BEAD (FASTENER 4 SPACING ® T O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD CabBLOCK WRB LAYER 91, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER---, METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING , WINDOW FLANGE WRB LAY( BUILDING METAL LATH J' THICK, 3 COAT CET PLASTER n &'SELF -ADHERING FLASHING DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP i WRB LAYER 02, FORTIFIBER i BUILDING PAPER ' METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmupmm AA #: 0003325 14 F Y 14 x � RQ ffff O M & M III.. NINE atmDIV. a RAT ABBOTT PARK LOT #33 BLK. #7 PItOJI.CTllp 04181.000-3307 MODZU 4EBB "1828-CALL" 0AVA0Z OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 NT DRATTm- 9/21/21 OCALIM 1/4"=1'-0" 839=T WA3 Ye' GAP TYP a' THICK, 3 COAT CEMENT WOOD SHEATHMG CA51 RIMAD PLASTER 1X TRIM MEMBERMETAL LATH LEGEND WRB LAYER fl, R STUCCO TO STUCCO WRAP SIDING TRANSITION UMB, LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHIW3 BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER "2, FORTINISER WRB LAYER 47 (FORTIFIBER — • — • — • — BUILDING PAPER WRB LAYER 01, BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH i THICK. 3 COAT CEMENT WRB LAYER "2, FORTIFIBER STUCRIS COYWRRAP7...r. SSTUCCO UARAP STUCCO PLASTER BUILDING PAPER WOOD OR -1/16' ZIP WALL &'SELF -ADHERING METAL LATH ASING BEAD SHEATHING FLASHING ' 77 F-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED---JEXPLODED 8' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD ) CVIEW F LARITY) SIDING SIDING TO STUCCO CASINGBEAD : -.---------------------------------------------------------------------------- 18 J' THICK, 3 COAT CEMENT DRIP CAP \ (CROSS SECTION) % SEALANT PLASTER WINDOW FLANGE WRB LAYER "I, ;' METAL LATH STUCCO WRAP i VINYL ANGLED '`111000 YoT1°�T1ON I I CASING BEAD ' uX= 61ATM,t� / ; � uEIATNER ReaenvE WRB LAYER "2, FOR7IFIBER " �RRIER BUILDING PAPER �_ ,; LLEAri$RRESMTIVE �� I WINDOW FRAME .l I WRB LAYER "2, FORTIFIBER METAL LATH ea x T Ys LAP eIDMG / r SELr•ADNERi PLAeNMG W. BUILDING PAPER i' THICK 3 COAT CEMENT Tn R mNMG u EATNER REaenvE 1 6' SELr•ADNERM6 I PLASTER " �± " i �� I aaaaER� E-Z BEAD VINYL CASING I eTaETER eTRIr / �� I� ` UNIA�TKElt RESISTIVE I (W/3e' FLEXIBLE PVC BACKER ROD) I &'SELF -ADHERING �� I I FLASHINGs I\\ M1AE6F�sADNERMG i i DRIP CAP 'i GR n METAL _ _ � ��� -- '� ATE 7ww RAPPED AROUND FRAMING MEMBER WINDOW FLANGE u6Te+IMeL10.56 WRB LAYER 61, STUCCO WRAP, R 1 , / I ' SELF ADHESIVE FLASHING I CASING BEAD @ WINDOW °� ^ . I &IMILLATIEDTRIM rimism I WOOD SHEATHING (FRAME, W/BAND) �� / ORA Dee LAANT 2X FRAMING 15C �,, MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------------------------- - 9 TRANSITION Y4' GAP TYP THICK 3 COAT CEMENT NOTE CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.'1.1 / ASTM C-841-14a, MIN. 2.5 LBS. f' l METAL LATH I I PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIRBER WRB LATER "I, LATH DOES NOT MEET SPECIFICATIONS) ; WINDOW FRAME BUILDING PAPER STUCCO WRAP WOOD SHEATHING WOOD SHEATHING t I WRB LAYER "2, FORTIFIBER a YOOND 6• SELF-ADIIRINS i BUILDING PAPER i WOOD 6MEAtNM6 R WRB LAYER 61, WEATHER REeISTIV! THICK, 3 COAT CEMENT ' 1 WEATHER RESISTIVE STUCCO WRAP O11"�'" �( DNWER -1 TO LAP WEATHER RZ6I6TNE / 6' MM. ABOVE TOP t PLASTER f EI�wLaQIERy�7L i/ 6' I ASOVNG i WRB LAYER 02, FORTIF15ER uAbxi�vlAI.APNow. '� � � I VINYL ANGLED i BUILDING PAPER 6,xU•ADNERMe I ��eronvEUARM I rLASN6IG a �\ / 64IeTMaERslernE STUCCO YWRAP I CASING BEAD + METAL LATH VINYL CASWs BEAD i STARRRSTItlP ' \� �� / i THICK, I 1 GAL & + ' WIDE PEEL 4 STICK , 3 COAT CEMENT I (EXPLODED Do Nor eAIILK oR I OVER FLANGE VIEW FOR PLASTER � Eeal�a , WINDOW FLANGE , CLARITY) GALV'D METAL WEATHER RESISTIVE i i W K ASNMG 6AIMER h TO LAP I I IU 6 QMMW"A EGR �__ , (W/ BEAD VINYL CASING , 1 °P ZµR 4 Tor i 2X FRAMING (W/'Ye' FLEXIBLE PVC BACKER ROD) E•z ISEAD VINYL CAGW4 Y' x 6' 61-MATE0 i MEMBER + I ^'G / , waaE BRIM MEBE MR ` MAMIaLf�AD� RM -APPLY FULL BED OF SEALANT BETWEEN cH�'¢ �1GELF-A-EftG \ j , 1 rLA�ewM6FLANGE 4 BUILDING WRAP CASING BEAD 0 RAISED BUILDING • TN S COAT AL GAP UVCAUUC04 ' ry BAND (FRAME) 1 f A •TER \ OR APPROVED SEALANT WRAP WGTNER RESISTIVE ''�' - „- S641drtlICR ,RESISTIVE -- SGALE: I I/1' • I'-0' wEA� t�iIER I�aerotwE E•z ebAo VMYL nAGMG BARMIR1 (WAL'rLCXIDLC PVC BACKER ROD) ® SIDING FRAME TO STUCCOWEATHER " 6�TI� 16 A E Z BEAD WINDOW C A S I N G 19 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 W Ww.abdss19n9mup.com AA #: 0003325 li liplillIll IA AT:BBOTT PARKLOT #33 BLK. #7 ROJECT* 04181.000-33071 MODZU 4EBB "1828-CALI" GARAGE 91IMG. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Lu 11,'01 NO 03M J D TM 9/21/21 SCALE: 1/4"=i'_O" aHaET WA4 CAPE BE TAKEN N KEEPING THE VENT PRCPERLY 4, 6' AND 1V' ALIGNED. VENT PIPE IS SEALED P UTILIZED. NAIL N RACE SHOWN IN 4'GALVANIZED USING 1-114" NAILS AT EACH CORNER, RIXFNGDEMENT RmoMMTRR SHOUID BE AWUIED TOALL EHNGLE EDC£S NEAR THE OUTER EDGE AND AR W ND THE ENTRE PERIMETER AS CUT OUT THE GOOSENECK VENTCPENNG N THE ROOF HEATHING. SIZETHEOPENINGNACCORDANCEWITHTHE RECOM MENDED IN SEVERE WEATHER CCNSTRUCTKN—ES. CHART SIgWN. IN THE EVENT A MECHANICAL VENT FAN N UBED, ST—E VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTgN 1. UCIICNS,. DONOT CUT NTOTRUSEES OR RAFTERS WHEN CUTTINGTHE OPENING IN THE POEF. REM FNTEFFERNGSHNGLENAILSARWNDTHE PERIMETER OF THE OPENING SO—TTHENAILNGFLANCE OF THE VENT LAYS FLAT TO THE RCCFSHEAIHING. SLIDE THE TOPANDSIDE RANGES OFTHE VENT UP AND UNDER SHINGLES ALLOW E THBOTTOM VENTFWJGESTOLAT CN BO. THETOPOFTHESHINELES FFF ROOF HOOD VENT DETAIL CIR FIOUSEum AT 40' ANGLE MOOPIED 'I' O N HORRBINAP LINE OF WNW OPENING I \ \� APPROVED HOUOEIMAP OVER SWATHING OVER WD 6TW WALL STEP 1 IXRMO PLASIMNG MIN P 151 GILL PLcxllxc PLMHNG DO NOT SEAL II I PIN STEP 6 TEMPORARILY POLO -UP . SEC NO{REURAP (O TOOK RAP IIAC At NEAR POLD t1011Sd1 N AT JAMES N SLOPE SILL R STEP 7 ASPHALT PLASTIC CEMENT MMCI➢E0 AR W ND BtSE CF RE AND CVER FIANGE ALON ILAOHNG W/ M. EDGE OF SILL RO. PECIMAWCAI.LY FASTEN PANNED EDOES. (CAP NAL0. STAPLED) INSTALL DUNONT PLE)S~ AS ri FLASHING AT TH I PLUMBING VENT DETAILS SDALEI NTS IDS AOFfINN - MOLE ILASMNG toe DRIP CAP ECTO-WRAP EOAV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36" WIDE VALLEY FVSHING 1. OR HEAVER FELT UNDERPAYMENT SPHALT CEMENT EVENT KIEYCENTERLNE O FASTNERS WITHIN 8"OF CENTERLINE II -FA FASTNERSN END OF BHINGIE I MEND END SH AT LEAST 12'BEYONI VALLETCEMERWE "CLIPPED OFF CORNER AT 4S DEGRE �SHNDLEB TRIMMED 2'BACK FROM VALLEYCENTERLNE ROOF VALLEY DETAIL eT Nis APPLY OSI 1 W (C EQUAL) SEALANT. PLUG APFLED PLASIING (LAVED WMIRE-SEAL PW-/I on ■(iNALA SLOPE GILL TO EX L TIT 1! TIME CONTACTOIS RESPONSIBILTT TO VERIFY TIME C:OMIPATBILITY OF ALL PPI I1CTs NCWDNS FICUNLRAR SEALANTS . MLP-ADMERNG PLASIMNG MATERIALS USED DOWNS COIMTIiICTON 7. INOTALL ALL MATERIALS PER MAriPACTNEIq WRITTEN SPECMICATIO 10 WMN& SS ALANTO MAY REACT ADVERSELY IF NOT CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOO 11% FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK FN—Q PIRFRAIR 804EME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRISION BELOW TE WINDQU OPENNG BEALLINTERIOR PERIMETER OF WINDOW WITH SEALANT L IT * THE CONTACTORS RESP O NOMILTY TO VERIFY THE COMPATESILITY OF ALL PRODUCTS NCLWNG SEALANTS . SELP-ADNER00 PL4814M MATERIALS USED OWIG C:ONSTRICTICN :. PLASI4M AT EXTERIOR WNDOIIS AND DOOR OP"M SHALL SE INSTALLED N ACCORDANCE UTH MANPACTUIER'S INSTALLATION MSTRUCflONs AND APPROVED METHOD U OF PBC Rld" U N ACCORDANCE WITH FENESTRATION MANUFACTURER* INSTALLATION AND PLA514NM INSTRUCTIONS. WMEIWa SEALANTS MAY REACT ADVEpIKLT F 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.ebdesigngro up-co"' AA S: 0003325 h xto :umrv. all LGT: ABBOTT PARK LOT #33 BLK. #7 PROJMT# 041 1.000-33071 MODERA 4EBB "1828-CALI" GARAGIB 8WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C t G. No �� aw 9/21/21 SCALE: 1/4"=1'-0" 1 s WA5 - ----- .//_-___7—_.T_____T_____7____ �_-__. —2x6 SUB-BANb W/i'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP lltt DRIP EDGE It.01 i/8' TEXTURED I \ FINISH A WOOD I \\ 2" sue RAND "� 1/2' TEXTURED \ FINISH m CMU / \\ V METAL FASCIA t i I ; WRAP Ye' FROM \\ a� STUCCO, I' FROM \\ - WOOD WALL \ EXTERIOR WALL \\ r� / (FRAME OR CMU) \ �\ NOTE: NOTCH FOR 2Xfo SUB BAND ONLY \ ®ELEVATION ®PLAN ,A (QPLAN B 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CHU METAL LATH t WOOD SHEATHING \ FOR cm WRB LAYER h, STUCCO WRAP (FRAME ONLY) - WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ROOFING CEMENT DRIP EDGE METAL KICK OUT /—=DRIP EDGE, I' OFF WALL NOT INTO STUCCO) Il/8' TEXTURED FINISH s / WOOD, 1/2' TEXTURED FINISH ® CMU \�2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/9�'x4' NOTCH * END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kmE OR CMU .L KICK -OUT FLASHING 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/14'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a+ ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWngroup.com AA #: 0003325 0. w IN k jti c EVSDIV a LAT: ABBOTT PARK LOT #33 BLK. #7 PRonmTo 04181.000-3307 MODEL' 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C aATIL 9/21/21 SCALE: 1/4"=1'-0" siIEET Wq �? HV '4" 0'-1. 3'-2" 15'-10" 36'-2" 3'1" TT OP OF SLAB — —FM-12X'12 — I — — — 1 — — — FM-12X18— — — — i, I F; 4" CONC. o I' 1. SLAB ILL i ILL ri N a 3 1 /2" I F-24X24 3'-10" 6'-2" 10 � I • r 1 FM-12X18 EXTEND I SLAB 1 1/2" 4" PVC to CHASE I / , i� i� , I / T0' TOP OF SLAB I ' �/ LL Ix x ILL / i / I i/ .I I 1 1A i� 6( 1.1 1.7 TE-1 • IN I I „2'-8" �-51/2" • I 17'$" 5 T-0. I I I a I I 1A 1-EXTEND SIM. SLAB 1 1/2" 1A 2 )4" CONC. t w FM-12X18 1 I ' SLAB awl N • I 1A Oy ) A•3 1/2" w ) 31 5 1/2 3�- . S 1/2'' SIM. I 2 1A71/2„ 1A L 7.1 — FM-12X18 I• 1� J — — — — 0 MC-12X18 — FM-12X18 — — — — — FMC-12X18 — — 4 a 1. 3'-10" 10'-2" 2'-8" 18'-0" 2'-8" 21'-4" 14'-0" 4'4" 39'-0" Z O n FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. EINDICATES #5 BAR, ENDICATES #6 BAR EDICATES #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 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 8) 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 4021602-18, USING: Fm = 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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB 1 THICKNESS REINF. REMARKS 6z6 W1.4zW1.4 OVER GENERAL 3 i/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10' - (2) #5's FM-12112 17, CONTINUOUS 17' - (2)#5's FM-12116 17, CONTINUOUS 1'..(2)#5's FMC-12z18 12, CONTINUOUS 18' - (2)#6s - VARIES F-24z24 24' 24' 17' (2)#6 (2)#5's FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S g ?u O a aumm & LOT ABBOTT PARK LOT #33 BLK. #7 PROJECT* 04181.000-33071 MODXIL. 4EBB "1828-CALI" OARAOE arliNO: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C DA M 9/21/21 BCALE: 1/4"=1'-0" aHEET si MIN. EACH WAY MONOLITHIC FOOTING tt STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED — R v CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS <�< _ S CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS !�••� .' v pG $" aU :I.1v. 7� GARAGE DOOR • RECESS 9� oN a FM •, O w 8" CMU WALL >o f 8" CMU WALL ! CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 3a' LEG EACH m h d• '- ° TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ..s SO THAT THE STEEL REINF. IS CONTINUOUS s. TOP OF SLAB /�'—'^r"� • MATCH AMOUNT OF CONTINUOUS BARS •I •I.° CURB FOR SEE SLAB SCHEDULE 1I. BAR SIZE 48 BAR DIA EXT. PORCH SLAB < .• q" CHAMFER (1STORY) • ILfj V 1 5 SEE SLAB SCHEDULE TOP OF GARAGE g •'v I . CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE �, MASONRY UNITS SET •:p. AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB I� � �� W/ 1/2" ISOLATION 4" CHAMFER (15TORV) 0'-a' JOINT (WHERE • '. • #4 24" APPLICABLE) i sEE scnEDUI-E #5 3a' l°' JOINT(WHERE : •! • APPLICABLE ?. ) 6" CHAMFER (2-STORY) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 5 FOR W.D, BAR SIZE #6 36' i FOR MD. BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 1• AND BAR QUANTTY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE:3/4"=r'-0` CORNER BARS DETAIL DOOR OPENING BQALE:34'=1-a' @ GARAGE 3 SCALE: 3/4"=7'-a' SCALE: 3/4"=7'-0" (1) #5 REBAR VERTICALLY W/GONG. w POURED CELL LAP TOP PLATE A MIN. OF 48JfSEE 8" CMU AND NAIL W/ 16d COMMONVERIFY 0 NAILS, 2-ROWS, 4" BTM. HEIGHT S, 5 #4 REBAR �24" O.C. @ CENTER OF LAP OCCUR OVER STUDOF WALL W/PLAN OVER SLAB 2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING O 2 WALL W/SYP a O � 5' 2" CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ CURE ST.WEDGE D I � GALVANIZED PIPE W/FLANGE @ BASE gg SECURED W/2-PART MIN. EMBED SPACING. SINGLE BTM. PLA"x9" WEDGE ANCHOR W/7' TOO BE PT. PROVIDE DBL. TOASHER — 5 I @P UNO a SET IN HIGH STRENGTH i 5 FOLLOW ALL MANF. OXY 5-1/2" EMBED. MIN. @ 1@' OC SIMPSON 8PH4 OR SPH6X. e° r, SIP A PLATE 4" CONC., REINF. W/ SECURE FLANGE TO USE AND I PREPARATION OF ANCHORS WBTM P Otl 12" 'p 8"x8" #10 WWM ON SLAB W/(4) 1/4" X 2 1/4" D 4' 4" HOLE. COMMON NAILS FILLALL -MIL POLY ETHYLENE TAPCONSVAPOR HOLES, DO NOT USE 10d BARRIER ONx 3' SLAB SCHEDULE WELL-COMPACTED� lJ .• CLEAN FILL TERMITE Q a_0'{p TREATMENT SHALL BE BORA-CARE , P TOP OF SLAB .. • �' CHAMFER (1STCRY) CONT. #4 REBAR 6CHAMFER (2STORY)(2) (2)#5 REBAR ON CHAIRS =AND 72'MIN. DEPTH INTO 2,000 PSF VIRGIN SOILOR 95%12E SEE LE VIRGIN OR ENGINEERED SOIL COMPACTEDSOIL H� BOLLARD ADDING BAR TO TT' SLAB HEIGHT LESS THAN 3S" P6RP. EXTERIOR MONO DEEP 5 SCALE: 3/q'=r-a' MONOLITHIC FOUNDATION 6 scnLE:34"=1'-a' INTERIOR CURB FOUNDATION WOOD WALL 7 scALE:34"=r-a' (W/UPLIFT) FOOTING W/ BLOCK WALL 1 A _ SCALE: 3!4"=1'-a' LAP TOP PLATE A MIN. OF 4@' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4'O/C BTM, VERIFY HEIGHT NAILS, 2-ROWS, 4' CBTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 4r WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE s BTM. PLATE TO BE PT, BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/10d MASONRY 12" O/C STAGGERED. O NAIL 12" O/C STAGGERED. ADOITIONALMETAL 10 h ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO POURED LINTEL CONT. TYP.) REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. i -a ;, �Cp. 8" CMU FILLED CELL(TYP.) le TOP OF SLAB . • ^_^ 1. SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING • i SEE SLAB SCHEDULE 1/2" DIA. SIMPSON SIM BOLTS S" [SEE +-a + e MINIMUM EMBEDMENTINTO TOP OF SLAB.: O TOP OF SLAB'4 • E "ISOLATEDCOLUMN PAD GROUTED CELL, 4" FROM ENDS AND a • - CENTERED UNDER WALLAND 16" O.C. VERTICALLY MAX �`�' a POURED MONOLITHICALLY WITH • ° °•� T _ �- FOUNDATION AND SLAB 3EE SCHEDULE A . SEE SCHEDULE FOR MD, BAR SIZE ° FOR W.D, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY EQ. EQ. SEE SCHEWLE FOR W.D, BAR SIZE COMBINED EXTERIOR MONO- V INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL (DILNT�ERIOR 10 SCALE:34"=1'-a' 11 8 ALE3/4•'=1-0' (NO UPLIFT) SCALE:34"=1'-a' SCALE: 3/4"=r-a' (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 p� U y-.� R6 LC� �i• O suably at MT: ABBOTT PARK LOT #33 BLK. #7 PROJMCTp 04181.000-33071 MODZI. 4EBB "1828-CALI" GAItAG3 SWING: RIGHT PAGE: DETAILS 160 MPH EXP. DOWEL PLAN SCALE: 114" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigugroupmrn AA #: 0003325 a m i u'3 yl1 S� 47 S D aunDLv. ae LOT ABBOTT PARK LOT #33 BLK. #7 PLlOJECT# 04181.000-33071 MoDEL4 4EBB "1828-CALI" GARAGE BVnICG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP C DA7m. 9/21/21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORZONTAL R E - A R W/ iD" HOOK • GRO- T E . BOND BEAM 4 -- VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. s n e LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.wm I: .a AA M: 0003325 45 BARS CLEAN OUT REQUIRED g FOR INSPECTION 0'-U' FIN. FLR. A .a 1 TIE ERREBAR $ � • TO HORIZONTAL AL b REBAR W/ 10" HOOK T-P k a 11 v _11111 BAR SIZE 148 BAR CIA1. [ #3 S' CMU UNIT DIMENSIONS H #4 24 #5 30 m ARE NOMINAL SIZES #6 36' MASONRY SYMBOLS #7 47' q HORIZONTAUVERTICAL 3 SCALE :3/4"=V y REINFORCING W SCALE: 3/4"=1'-0" 0 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ d SPACING REOU IREMENTS O w � m 8" CMU WALL TOP OF SLAB 4 TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE4 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. a • W/ 1/2" ISOLATION 6" CHAMFER (2S 1 g,TORY) in t JOINT (WHERE ♦ #4 24' a= APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE s tw REINFORCEMENT PER SCHEDULE 36, 6" PVC CHASE THRU FOOTING OUNDIV. & L07 ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.000-33071 MODEL• 4EBB "1828-CALI" GARAGE OWDrO: RIGHT PACE: DETAILS 160 MPH EXP. C THRU FOOTING #7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE 3/4"=1'-0' fi 'j L i A AR Y3 DA1'E: 9/21/21 SCALE: 1/4"=1'-0" SHEET St.2A 4 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) 1Gd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 1/Z' 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 OFAFG-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 PBS36, .177" ° x 2 718" 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 (fe �) W;xH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8.8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES ---------�---------i--------------a--------------+ BF16 MIN: 1TNWIG 17'-4" BTM. OF LINTEL 0 T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 h 5 �q id � u7 o GI a C a� C 6 3VHDIV. ac LOT: ABBOTT PARK LOT #33 BLK. #7 PItOJWT#1 04181.000-33071 MODEL.• 4EBB "1828—CALI" CAll/10E OWDM: RIGHT PACE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-a' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP.8".9' I 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE fS BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING[ HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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. TYR 8N16, 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 THROUGHTHE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. e T 1 OF© F=FILLED W/GROUT -M U =UNFILLED NOMINAL WIDTH —# OF #5'S, R BOND BEAM COURSEE 16-1 T/1 M/ B NOMINAL HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX-1T/iMAB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - iT,OW06 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM A80VE UNFILLED LINTEL WINDOW PRE -CAST •431A4' " WINDOW SILL 2 SLOPE TYPICAL MASONRY WINDOW r SILL CONSTRUCTION 4 SCALE: 1 iMY'=1'-a' 8x16 DBL. BOND TOP OF BEAM W/(1)#5 1.F BOND BEAM EACH COURSE 8x8 BOND BEAM p O W/(1)#5 BAR .�; BOND BEAM GROUT SOLID FROM — OP LINTEL TO TOP OF BOND OPENING BEAM. IF FILLED LINTEL 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING_ 1. BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 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 EMBEDMENT 6" OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS 5 j SINGLE #5 CORNER ­­"l-� BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM n v •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwW.abdesigngroup.mm AA #: 0003325 O 2 O Y O is a I LJ avaazv & i oar ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.000-33071 MODRXr. 4EBB "1828-CALI" GARAGE awixG: RIGHT PAGE: DETAILS 160 MPH EXP. C "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 SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ere oe 181 1 1rMIB ir/OB TYPE LENGTH 8/8/8 PLAIN 8/8 SOLID TYPE LENGTH 8l&tt Bn8 tr erto tt ea4 tt er261r e�s21r BI61s 18.1rn ttn 1Tn erns ITJIB ere.2r 6116.2i N2O2T 6121.2i e126.2T e78241" 3' 8' PRECAST 1438 662 3114 4217 5321 6426 7531 3'�' PRECAST 689 1024 3'�• PRECAST 1560 3524 4394 5283 6132 7001 24M 6113 8965 7708 W31 10000 1580 3624 4304 5203 6132 mot 4'-V PRECAST 1065 700 2306 3126 3946 4766 6587 4'-W PRECAST 514 763 4'4r PRECAST 1383 3000 3815 46m 6326 8079 1901 6113 7192 am 7627 8751 1303 3080 3816 4670 6326 8079 4'-8' PRECAST 819 533 1770 2400 3033 3066 4300 $' 4'PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 6379 low 6743 7547 0752 U41 7556 1207 2707 3375 4043 4711 5379 5'�' PRECAST 931 1247 I= 256D 3123 3688 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1016 1808 2374 2944 3513 4054 13 99 440D 7196 T342 6780 8lb9 1016 2278 28M 3390 3981 4084 5'-10• PRECAST 817 1024 1631 20Bo 250 3009 34m 5-10' PRECAST 340 339 5-10' PRECAST 909 140 1971 2443 2015 3367 1181 3893 5877 me 6648 �8 9n 2080 2503 3107 3e'm 4133 8'�• PRECAST 892 1139 3227 3031 3707 4383 Nei836 8'-8' PRECAST 410 721 8'-8" PRECAST 1201 1678 1955 2332 2709 1130 3227 4508 7054 10000 6925 6115 1888 2320 z790 3251 3712 PRECAST 570 938 24M 2205 20M 3191 3885087 7'-8" PRECAST 303 534 T4PRECAST 718 900 1181 1402 1743 20MT-8' on 2490 3406 4864 7 $472 TV 1624 20M 2425 2827 3228 9'4' PRECAST 428 6D I= 22D4 2481 2616 2821 9'r1' PRECAST 192 384 9'-C PRECAST 454 586 767 946 1120 1310 a8 1674 2206 3081 4000 4WD 572 1318 1643 1900 2164 2519 10'4' PRECAST 388 487 1247 1707 1904 2103 2028 10'4' PRECAST 151 301 10'4" PRECAST 356 468 612 755 BB9 1042 1550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 19N 11'r{' PRECAST 330 644 1312 1742 2262 2888 3630 11'�• PRECAST 132 417 11' 4" PRECAST 430 406 00 863 777 672 644 1312 1742 2262 2888 3662 468 1042 1972 1849 1470 1710 1r-o• PRECAST 308 607 1210 1698 2048 26B8 3191 1r-0• PRECAST 111 370 1r-0• PRECAST 383 300 476 667 an m 607 1210 1598 21348 2588 3171 440 940 1900 1680 1311 1478 IY-C PRECAST 270 433 1046 1386 1732 2167 206 13W PRECAST 82 298 134' PRECAST 308 303 303 484 575 846 414 1045 1305 1732 2318 2805 88 780 1057 1312 1071 1203 PRECAST 254 366 978 12m 1500 1908 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 350 443 62B ON14'-0' 390 978 1272 low low 2389 378 717 061 1192 975 1133 14W PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 2W 14'48' PRESTRESSED no 422 506 an 746 j—% 456 1079 1429 1824 2277 2712 246 689 980 1237 1444 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15 4, PRESTRESSED N.R. 252 15'-4• PRESTRESSED 224 387 464 574 684 703 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'�' PRESTRESSED N.R. NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 326 365 451 687 Boo 300 B66 1121 1413 1739 2047 102 506 720 501 1135 1312 19'4' PRESTRESSED N.R NR NR NR NR NR NR 1w 4' PRESTRESSED N.R. 148 19'-4' PRESTRESSED 102 288 348 430 513 596 235 736 950 1200 1467 1718 166 420 1 629 803 950 1096 21'�' PRESTRESSED N.R.21'4' NR NR NR NR NR NR PRESTRESSED N.R. 125 21'�' PRESTRESSED 142 210 306 381 464 527 180 598 $33 1098 1168 1486 142 978 697 000 818 943 2r-0' PRESTRESSED N.R. NR NR NR NR NR NR 2Z4. PRESTRESSED N.R. 116 22-V PRESTRESSED 137 228 290 350 428 497 186 660 784 902 1203 1301 137 358 513 80 779 1 9W 24'-0' PRESTRESSED N.R NR NR NR NR NR tit 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 129 460 654 824 1ou 1147 124 319 456 581 887 793 - 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 9 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE t 19-0130.13 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde oigroup.wm AA S: 0003325 4 8 id a BL7mm at LiOT. ABBOTT PARK LOT #33 BLK. #7 PROJECT* 04181.000-33071 MODZT- 4EBB "1828—CALI" OARAOE 81'/RJO: RIGHT PACE: SAFE LOAD TABLES 160 MPH EXP. C El 22 Dwa�1ff* 9/21/21 BCAL.E: 1/4"=1'-0" srLEET LS2.2.A T FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10dx 1 1/ "HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d X 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON Hl OA 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 WTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, 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. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'5. 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 REVIEWAND 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULARTOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. i 1� CJ1 CJ3 CJ5 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W1(2)16d COMMON NAILS 8 SECURE TO SM. WI SIMPSON LTA2 USED TO BRACE TOP OF WALL U () U II EJ7 II I = N 11 r II I 11 iC 131 II 1 II 11 II 11 11 11 p I II II II II �I II ATTACH 4'-0" LONG 2x SCAB TO II TRUSS W/10d NAILS ®6"O.C. p (4" FROM EA. END) M tlp p p it I 1 I = — — I I A ==.= e 1 � A14G I I =_=A8 1 I I I I Twismoaro I I I I I I I I I I 0_ I I Q i .�. I I .® I .�. I I �...�22"x54'� I ATTIC it 8 A11 4 A13 --- 3.1 =_= 1A_ 3-1 I s I = s a e A15 ClGE 81GE Tom FRAMING PLAN SCALE: 1/4" = V-0" 7 8 3.1 3.1 CJi CJ3 c F CJ5 to 3.1 �W WE .1 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W aunDiv. ae LoT: ABBOTT PARK LOT #33 BLK. #7 PRon=Tr11 04181.000-33071 moDzi. 4EBB "1828—CALI" GARAGE 3VYLNG: RIGHT PAGE. - FRAMING PLAN 160 MPH EXP. C DA M 9/21/21 SCALE: 1/4"=1'-0" mHEET s3 ENGINEERED WOOD TRUSSES i D SHEATHING, SEE 0 24" O/C, SUBMIT SHOP ALL/FLOOR DRAWINGS FOR REVIEW NG " AND APPROVAL R SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON "ROOFIWALL/FLOOR HTSM20 W/1010tl"x B-(2) SIMPSON HETA16 TRUSS ANCHOR Vv1TH TRUSS ANCHOR MATH NOTE: A PT SVP #2 7' z 4", TRUSS AND (4) 1/4" x 2 1/4" SHEATHING (12) 1 Od x 1 ?' NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 ?' NAILS TO 6•', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 9' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) i Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REACiAN BLVD. WITH (12) 16d .3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO LONOWOOD, FL 32750 TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO PSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAMFAX: 407-7744078 ix2, 2z WOOD FASCIA ACCOMMODATE TRUSS y CONT POURED LINTEL SEE ARCHITECTURALANCHOR REQUIREMENTS. p x 5" TITEN HD TO CMU AND (12)SDS Www.ebdESlgngmup.mm 2x SECURED W/(3) 16d O GIRDER AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD PSON FGTR GIRDER TIEDOWN WITH 1.2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) i' x 5" TITEN HD TO CMU AND (18) SDS t' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12, O/C FOR REVIEW 2x SECURED W/(3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS e x 3" ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEES SCHEDULE ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LSS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LES (2 OR 3 PLY) 0 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LEIS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=,'-a' 2a 2b 2c TYPICAL ROOF 3 SCALE: 3/4"=1'-a' GIRDER CONNECTOR(S) BCALE:34"=""' 3/4" T & G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSES WHERE LSTA12 20 GAUGE TRUSS (DIAG BRACE TO f r a Q6 QQ� at at o W/ 10dx1/2 HDG NAILS W EACH END. TOTAL OF IO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING PER ELEVATION 0'-0" TO 30'-0" (1) "X•' BRACE SEAMS) FLOOR 30'-l" TO 60'-0 (3) "X' BRACE SECURE 2x FT. PLATE GIRDER B-0" MAX (WIM) (1) "X" BRACE CENTER TO BLK W/ 12" DIA In oR tO'-a' MM (WQX4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION Zx WOOD FASCIA, STRENGTH EPDXY 0' MIN. EMBED. AT 32' OC N 1 4 DIAGONAL SEE ARCHITECTURAL MAX. W PRE-ENG FLOOR TRUSS BTM.CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE T02ze GYPSUM BOARD OR 12' HIGH BOARD PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" STRENGTH GLG. § � � a MAY NOT BE STIFFBACK (AS PER 2x4 SECURE TRUSS TO TOP PLATE w/ (2) H REQUIRED TRUSS ENG) CONT. SECURED Wf (2) 10d's @ EACH TRUSS i8tl TOENAILS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 518" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. Ma MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST. , WALL W/ SVP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB NI BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SxnmlV. AO L AT° SLAB W/10d MASONRY NAIL PROVIDE BLOCKING . e• 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL BD. • T..4 • • 1x4 BTM. CHORD BRACINGB'-0" O/C END WALL OR OTHER ABBOTT PARK CONNECTORS NOT ° 'Qa # !, ° °"• 0- a. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN LOT #33 REQUIRED WHEN NO UPLIFT IS PRESENT. °' COMMON NAILS AT EACH CHORD INTERSECTION TYP. BLK. #7 BTM. CHORD BRACING BLOCK WALL W/ GABLE END GIRDER/WOOD POST CONNECTIONS BGALE:34"=,'-a' -- PRE-ENG'D TRUSS BCALE.34-'-° PllOJECT1y C 5 04181. 00— 3071 MODEL.• 4EBB "1828—CALI" FLOOR TRUSS CONNECTION L.B.W. OAllAGIC BWDCO: RIGHT 4 scALE: 3/4•'=1'-a' (NO UPLIFT) PAGE: DETAILS THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114-D ID OLE EDGE >5/9" USED SO LONG AS THEY CONFORM TO THE FOLLOWING 160 MPH EXP. °5EDIAMETER D OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND F2) LOAD CAPACITIES HOLE EDGE -5/9' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO VOND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE — '— SUBJECTTOFIAND F2FORCES. — BTM. HOLE DIAMETER PLATE < 3Ai'D DBL, STUD A AR NO 9WM Dw9/21/21 NOTCHING ALTERNATE MATERIALS — 11 SCALE: 1/4"=1'-0" AND BORING 50ALE 34=' ° arzEEr SCALE: 11/2'=1'-a' G S 3 • 1 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BR�=ING'�= BRACE W/ (3) 12d ® EA 4'-0" O.C. (A TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-1" TO 60'-0 (3) W' BRACE PRE-ENG GABLE TRUSS (1) W BRACE @ CENTER (2)"X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-1a' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d%G MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-0 VTCR SPACING (1)AT EA( AND 6'-0" O. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. OC MAX G SECURE GABLE E T02xe P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE —CONT. 2x4 SECURED W/(2) 10d's Q EACH TRUSS TO BE INSTALLED @ 1a-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 W .abdesigngroup.wm AA N: 0003325 oC U b p p p p C a to v W 0 F OTT PARK LOT #33 BLK. #7 JECT# 04 81.000-33071 MODEL.• 4EBB "1828-CALI" GARAGE SWVFG: RIGHT PAGE: DETAILS 160 MPH EXP. C I ROLM A ABOOWWA LAR NO 93723NO D3723 j DA�TEo 9/21/21 8CALE: 1/4"=1'-0" 8HEET S3.1B i GABLE END HIPROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (6270) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70:50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: t/-0.18 ROOF BULCHRA93M FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP1 40120L E FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS a 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIAL TENSILESTR. SHANK ASTM 10d RING SHANK, 21/7' 0,131 F1667 170,000 ((1118 20 RINGS RSRS-03 Bd RING SHANK, 2 WET' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SWANK PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILSAT6'O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACFEMENrROOF SHEATHING SPACE ZONE 1: 10d NAILS (G 4" OCON EDGE ANDD 6" O.CC.. IN FFIELLDD ZONE2e,2n,2r: 10dNAILS@4"O.C.ONEDGEAN4'OZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SE RING SHANK GUN 4Al5194'OC. TOPBOTTTTOMG �B S Z yO N U _ z p TYP, EXT SHEATHING ATTACHMENT a� No z` HAI- 1 tK UK I KUJ.b' ROOF SHEATHING z o� m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING INO ET ; GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING a 16"0. C. IF NO DROPPED GABLE END, ATTACH ZK4#2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ #8 2" DECK SCREWS G 6'A" O.C. MAX EDGES & 12" 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: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED I N CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLJMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARfHORWNTFER NON -SEA RING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVE S,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERPLL SLABSONGROL#ID V#1EREINMG4TEOON BARRIER MEMBRANE PROVIDEAW ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS 6. SEAMS LAPPED 61NCHET AND SEALEDVAPOR PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHORN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHILL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F13CR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER I S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING THE STRUCTURE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP#2_ IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WARE MESH, SHALL BE ASTM A1064/A1 D64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA.SS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.IDA.SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METALFLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATELCONNECTED 20 psf TOP CHORD ilonaonwRent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pst BTM CHORD +lo nmr-1, #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36* CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 16 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pst WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020)20) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEAST BI LITV 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 2Opsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40PSf, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY: PLAN SHOW NG COMPONENT LAYOUT SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK NkALLS SHALL BE TWALELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM COO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAYLUP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPIRE SSWRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT AS -478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING PSI, TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE UNDER ASTM AND VERTICAL ANDICK HORIRTAR EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST 95% OF THE SHALLPROPORTIONEDT E TEND I TOINTS UNLESS OTHERWISEINED SHALL BE 3/e" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVEM PROTRUSIONS A D MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SWILL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE SPECI FICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 k I FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONLGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX WI X DESIGNS,TH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADOITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSRED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN WCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSk B FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER, 1-1/2' FOR 05 AND SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXOSEDTOWEATHER 314• FOR SLABS, WALLS AND JOISTS 1-1/Z' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y A500/A500M, GRADE S Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 W, 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 LEVEUNG. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE REMARKS APPLICATION ­ TYPE SPACING REMARKS 11Q PTN IWTO CASEHARDEN.0- GARN3E POOR SLOK 1N"OA TA PCON M^9OWiY A.,- 1 t 12"EMBm., 4E... MABONRYICONC. NAIL i III LONG. AOF TO MASONRY/ANC. NOSH. FASTENER i1R"m DUS1. 5G0, AL. IXT WORE PT, SEENOTE6 CASE HA ­ COL NALI-LONG. S"OF STAGGER. WINDOWIWORI FAsrElm .IRYIWNC. GARAGE ODOR BIxX TOMAEOMYIWW e" qA OR 12"qA ��CONTACT EXPANSION BOIi O,C IYB"DIl4 O.0 11/Y DIA) DIET .NW SUOK CASEHAROEI.CgL S.-BT Rm METALSTRAPTO THIS ENGINEER FOR SPACING I. PT, SEE NOTES NNL 11IT Lorvc. sTAccwm vlAmNc. M NRY1CONC. REQUIREMENTS EM. SWING WOR N2)SI1 -,I-tS OF 112'EMe. SEND. BUCK 2. PT, SEE NOTES OW TIER FA8TNER GIST., I-— 2.ro HWWBUCK ypgFK2f9" 9"qC 4"ENO.DIET.,II- P EEL COL, BEE NOTES WI WASHEi BTAIiGER. EgST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 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 DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-B078 FAX: 407-774-4078 www.abdesigngroup.Dom AA #: 0003325 o U C Sulwiv. aLOT: ABBOTT PARK LOT #33 BLK. #7 PROJECT# 04181.0 0- 3071 MODL4L: 4EBB "1828-CALI" DAMAGE 81IMG: RIGHT PADS: DETAILS 160 MPH EXP. EP 2 A AE Dpmcr AT : 49/21/21 SCALE: 1/4 1'-0" SKEET S tlA \ 1 r s © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® F MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) e' MAX. nFTAII n J-UNANNtL FASCIA BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO FASCIA WOOD BY OTHER BOARD BY OTHERS _LI 7O STAPLES INSTALLED 2-1/4" EMB. THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL HEM AND IN VALLEYS 1 O STAPLES INSTALLED @ OFFIT 1Q 12" O.C. MAX (INTO OSLOOD) IN J-CHANNEL DETAIL B J-CHANNEL O j" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED Q TRUSS/JOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS OFFIT O 11 1X2 WOOD BATTEN 3O J-CHANNEL 2X2 WOOD BATTEN 10 O SOI NSTALLATION SCREW, BATTEN ATTCHMENT O STAPLES INSTALLED FASTENER SPACED 24" gO THRU SOFFIT AND MAX O.C. J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12 O SOFFIT O O C MAX. (INTO Q J-CHANNEL CONCRETE/MASONRY) MAX. CONCRETE/CMU OR WOOD (NOTE 1) DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—� !—SPAN'L=� SEE DETAIL'NSEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 30 J-CHANNEL— il r)[=TAII r_ J-UNANNtL TRUSS/JOIST/RAFTER BY OTHER 2-1/4' NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. ..�__::• •••zzzFzzi'•••. •• 13.519 EAVE WIDTH z •:f ziitiip+.��� "• 375 .375 (ROOF .:tr; 4 3.625 3.625 .6 OVERHANG) 5 \ .08 .03 12 `CONCRETE; s� CMU OR WOOD (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.wm AA #: 0003325 h xw N W f O aulm ee LAT: ABBOTT PARK LOT #33 BLK. #7 PROJECTd: 04181.000-33071 MODEL 4EBB "1828-CALI" GA1tAGE 8WINCk RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP, Aj 22 PINT IrSDII ATZ: 9/21 CALE: 1/4"=1 -.. ���f��d el��l.n �c i�N 4m. �� 32i3 2L ��� z �bv s��°j��