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HomeMy WebLinkAbout38271 Sonnet Landing Ave99 828-4EBB 99 vP._, . ,. a� iAIt A. L { ^. 1UJ HOMES DgTE LAs�.I �._. 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FyUO�RIDABUAAyRI�Gy�CODE, RI3mSl17LtL y TH EDMON (1WW) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 ABV. ABOVE LAN. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSRF�� �a MMEANUFINECABINET UM HD BOARRD GE MT ICETALTHRESHOLD DATE DESCRIPTION `S �,B Ia D ARCHITECTURAL SHEET DESCRIPTION 0UBA6 20nRISC UPDATE PG Cl-COVER SHEET OIA6116 CD'SRE-MIED 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vead=124 MPH -E'OSURE - C .I -STORY RESIDENCE - .2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL ��, CLG. CLR CONC. C,CPT D. DBL � CEILING CLEAR CONCRETE CARPET CERAMIC FILE DRYER DOUBLE MTL N.T.S. OC. PL PR PH PLT. PLYWD. UNTED MET NOTTOSCALE ON CENTER PROPERTY LINE PUSH BUTTON04AW PHONE PLATE PLYWOOD PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN 02/2M SIDING ELEVATIONS ADDED 03/26118 CD'8RE-1SRUED FOOTING RENSIONPER M.8GUE8 O6mA6 CDSRE-UiRUED 02/" ADDED CIIRBLES6 FOOTER AT GARAGE DETAIL (FORT MYER8) 02M/I5 FK.ANMAINTENANCE AND STATE CODES DIA, DIAMETERGIL DUAL P.T. PR PRRESSURETRFATED PG Ml—MECHANICAL PLAN DIM DISP DP. DR. DS D.W. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER R RAD. R.A.G. REF. RO. S.0 RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGHOPENRNG SOLID CORE EXTDR PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS 03lIM REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: r SQ.FT. CALL. S 0444AS ADDED ADDITIONAL RECEPTACLE INGARAiW PER UALL BATSON (MELB) 0a24," REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MELBJ LIVINGS 1,828 SOL FT. 06/DAS ADM TXTERORMOW DEEP FOOTEW DETAIL 12/511A (OR-) ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 430 SOL FT. ENTRY 16 60. PT. LANAI 88 sc2. FT. TOTAL 2,36264 FT EA, ELEV. EMI. FG/EX. FG. EACH ELEVATION EQUAL EXTERIOR FIXED GLASS FUEL GAS S.D. S.H. SHY SIHtTHG. SIMEXT. R SL. SMOKE DETECTOR' SINGLE HUNG SHEATHING HOWE SIIMIILAAR SLIDING PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 0601I ADDED LED LWTS • KITCHEN i BATH PER MARK ROUES CIASM ADDED STONE OPTION ELEVATION C 1 D (TAMA) 0S/IVIS ELEVATION 'G•SIDNG-ADDED LOWER Is GABLE ROM 10/25/1-3 ADDED OPT. W-O' CEILING HEIGHTS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FLR. FLUOR PTRODR GA. GAR DISP GF.I. GL. FLOOR FLUORESCENT FRENCH FOOTING GAUGE GARBAGE DISPOSAL INTRRUPTER TC CIRCUIT GLASS STD.L SwS TEME THK T.O.C. OP. T.O.S. TYP. STANDARD SS SHEAR WALL TEMPERPUGLASs THICK TOP OF CURB TOP OF WB TOP OF TYPICAL PG WA6—WALL ASSEMBLY DETAILS 01/0Vt0 REPLACE U6P COPNECTORS UNTH 61FIP80N COMECTORS 04A7U20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/OW20 OPT. V-0• CLG. HGT.- ADDED LED LIGHT N FOYER C4/OWO OPT V-0' CLG. HGT. ELEVATION 'C- REVISED HEK>IHT OF ARCHWAY ADDED VAT10�'L''"'(0R-) STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. �a HOT ORHT INSET TNT. GYPSUM BOARD HOSE BIB HOLLOW afGiIHnITON INSULATION INTERIOR U.NG. WP wu WDW. w/i UNLESS NOTED OTHERWISE VAPOR PROOF WITH WINDOW WATERHEATERT MON 0T /W ADDED ELEVATIONS T1G'•1`R('-1'Ui' (Oft) PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS J DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. OVMI 2020FBCUPDATE 03/03/21 ADDED SOFFIT DETAILS W6R1 ADDED ELEVATIONS N' 4 '0' (Oft) 04/2T/21 ADDED STONE OPTION ELEVATION 'G' (MELBOURNE) 05/0VlI ADDED ELEVATIOFS'P' RL a' (o) PG S2—LIFT BEAM PLAN AND NOTES 08A4/21 ADDED DEN OPT. (TAMIPA 4 FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES 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.lA—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SNi—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —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 ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN SL LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 l 2 �{ SIU33DIV & LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODE7e 4EBB "1828-CALI" GARAGE 91 IIJG: LEFT PAGE: COVER SHEET 160 KPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/HNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a 8 ASTM-C1787, 3. LATH 8 ACCESORIES PER ASTM-C-1063.19a 8 R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I _LL alunDiv at wli ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEU 4EBB "1828-CALI" GARAGE OWING: LEFT PACE: GENERAL NOTES III,.160APH FA C ECAL.E: 1/4"=1'-O" 1 CONTROL DATE: 12/10/20 (RM) GN NO ---- LWING LANAI ---� I OOuMs 0-0 aEa Iwz A BEDROOOM$#1-- FLAT HDR Is ROOM r-w aA 4'-8 ? I'-10'1 "� 6'-6' 4'-4' �a V. ry• . � Q BATH#1 tib i 9---- — a r-raa W.LC, 1 V. b36 rrcIA I g Ilk ------__---- — I 36 V. SFPAN -- J n Reg 17 -� IR•18H 8bl 6 --- - IR-18H i. 0 i AO DC RY 8� Al 1.8 FLAT HDR • b36 RANGE PAN. B I ii ,I i i _6• 0 S'-0'U4 A AFy, on — 3-SN BEDROOM #4 _ W-0 IMA uD FLAT HDR • > 1'-6' A-P. III C ?6 ll 14'-0' iA 'v I'_8, 3'-4'0• 3'-6'v 2'-8' II'-0' d1 A i R A 114 v.li � v BEDROOM D m I l /\ I L r-d aa� _ --Jr_�I tim . 6'-6. 3'-4' O 3 2ATT Gc I I L ACCESS j �� 11• 16) IIQEa V. BOLLARD AS REQ. n III d BATH#2 m PER BLDG. I la r W-0 aA CODE GARAGE V. 2 -4 V4r C .3. b BEDROOM #2 a1911 r-W as -------------------- FLOOR PLAN SCALE: 1/4' " P-0' v W Is 0 DBL. TOP 9 PLATE 0 BAR DETAIL A SCALE: I/2'•I'-0' SQ.FT. CALC. S LIVING IA28 80. FT. GARAGE 430 SQ.FT TRY . EN16 W. FT. LANAI SS SQ. FT. TOTAL 2,362 SQ. FT. 001IFN IQ NO CIADM MID LOA08 MW MMD SPOW FOR I ME0010 Q= CfB110B 800AIE ME MWIMIOMD RBMIIIS AIOTIPE F00TAN MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR. MX CRITERIA S.G.D. MIN. 41 5 311-39 CRITERIA 1601V OAD. 112 5 28.2/-315 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = Il'-3" 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. COIlM DAID OU" HDR. DTL. B SCALE; 1/2 . I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774$078 FAX: 407-7744078 www.a bdesigngroup.mm AA #: 0003325 Ry� fl o Li 9UDDIV. & LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODEL: 4EBB "1828-CALI" GARAGE SSG: LEFT PAGE: FLOOR PLAN %160 MPH FA, C 11 SCALE: 1/4"=1'-0" SKEET Al • � _ , SIDING AS M OR EQUIVALENT SPECIFIED1LAP _ (TYR) SHINGLE - OOF SHAKE SIDING_ /� AS is BOARD (TYP.) i��imm■mnmmmnu. _ EQUIVALENT 11 ME����rw Imil— ICI Ij I " RAISED ELAND4' __ EM - FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT I�6 0'-0• FIN. OFF RIDGE T AREA OF ATTIC = 2364 SO. FT. NET FREEVENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 236413M 7.88 VENTILATI ON AREA X SQ. I NCHES PER FT. 11") = 1134.72 SQ. IN. MIN. REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. FERVENT 567.36 /115 TOTAL#OFVENTS REQUIRED = 4.93357 TOTAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED �8'-0' BRCS. HGT. M, I EWA [ E-1 WIN— 116"ffi Im OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-& TEXTURED FINISH oS'-0' BRG. HGT. iQ 0'-0' FIN. FLR ------------------------ .......................... 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH OFF RIDGE VENT W-0' BRG. HGT. F-1 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH HGT. DECO. DTL. A SCALE: 1/2. I' -O' FIN. FLR 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77448078 FAX: 407-7744078 www.ebdesigngroup.com AA #: 0003325 R $ o N SVHDIV. A LOT• ABBOTT PARK LOT #20 BLK. #9 PROJECTED 04181.000-20091 MODEIa 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATIONS I' D" 160 MPH EJA C 1 2vi R8/15/21: 1/4"=1'-O"2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 30 AMP SNOJ POLE IUSV OUTLET IIOV OUTLET N OORLET WIRED TO SWTOH - 1 OPI — IIOV OUTLET EGwRD W'aRaD PAUI. WMMpTER (TAFMER a f RESRTAM T'PE) a220V OUTLET (4) UIE` CONNOCTION III OW ERR. WATERFR7CP OUTLET 4049M FAULT N7lNR j R SUTCH 8UTC14 D-IUAY OPER �4 SUTCFI 4-UU1Y OPER. ' o WALL MONIED ' LIOMT CEILING LIC44T © LED CLG LIOWT © LED VAPOR VP PROOF LIGHT O VP VAPOR PROOF LIGHT OFOCUSED CAN eVENT. PAD! I CIS, PER SO, PT. V@lT. PAN uNLIGur I CR, PLR 80. PT. VANITY PDO S! relic's Too By WRAP (RECESSED) �M 0001 FLUORESCENT WRM (SulMNT.) APIM 3' FLUOI@SC NT 4' FLUOIlSCWT p .�-4- A II 4' TRACK LIGHT 0 PANEL sib METER 0 S.D. w4m DETECTOR S1Tr e4Oc r• WLNAIEoweE NMI WELL MONIED INIONE DETECTOR nArr_ R4G dp- CARSyLdAEOIEEE Smom H com DETECTOR CQ'1b INTERcIED SMALL EE A DISTANCE OF NOT LESS THEN 4' PPOM WALL PENDANT LOW LIB NATURAL OM . TELEPNOR JACK UN TER WEATER To Rc ELevATED DISCONNECT AIR CONDIT ONOON Ecr en ANY ON I-� TELEVISION JACK CNILM SOX RmWRE O TO EE SUPI-001IE0 N ACCORDANCE W BOX J-DOX MARKED As SUCH FOR INSIMICTION CELM SOXpummma CELNG FANLIGNT To SE EU""ORTED N ACCORDANCE UV ISOX MAMOD AS SUCH FOR manna 34' NC.4NDEOCWT LIGHT STRIP nannoa se' INCANDESCENT' LIGHT STRIP nnnnnnnn u, R/CNDEOC@lT LIGHT STRIP FLOOD LIGHT Fo CPT. seORATY KEYPAD I"O PD. PUSH-mvTCN FOR CHIMES Um PORT • LOCATION OF TV JACM 4 F-A" OUTLET[ H PAW TO BE VERMIED • W"OUNM PRE -CONSTRUCTION MEETING • ALL E H 30 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PRO Ill" OF MM ITNt EDIrbN r3R30) A NEC 31R)3 30M EDITION. • 30 AMP DEDICATED LAU"C S" CIRCUIT. • OR • ISLAND (NOT ON K1TC 4IN CIRCUIT) • DISHIVAblR DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXwuST PAN TO HAVE MN. CAPACITY OF SO O41 INTERMITTENT PER ELECTRICAL PROVISIONS OF SGICN m CTMBOIS L • LAUNDRY ROOMPGROUND FAULT CIRCUIT-MEPONA- ER PROTECTION FOR PERSONNELoN PEEDEM • WISING METHOD SMALL SE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF 0Wj TTH cD (2M9U ALL WOW TO CO MY WITH ELECTRICAL PROVIINON5 OF THE FECR TTN ED nm®) • ALL LANES SNIeLL s! SELECTED RY dIILDER AND TSf Or LIGHTING MIST SE lDi1tlT 64ICIEOAT TYFt PER EIFICIE4CY) 3m0. ,G, EDITION R4041 f LIVING ROOCEILING M-wIREo ? MTD. LIGHT TO ISE CLG FAN INSTALLED, BDRM.#1 PRE -WIRED L J PROVIDE / J-BOX FOR �,\3y[�•..,� ,'TR`\� CLG FAN GF1 / I OPT. FAN PRE -WIRED \ \ CLG FAN \\ DINIING IROM I ¢ — SD. I I -- wo — 'STITCH IN CABINET / I ♦ —z� —— — — — — — — — L I I I /1Y I•C• I GFI L _--- — L GFI I I "ice — J II •I - - - - - - OUTLET SII•rC / FOR DW / ---- KITCHE -- ---- I RANGE / I '- --' / \ GFI O GFI BDRM.# ---- _ / HOOD WIRE W/ L--'' S®O\ FOR FUTUOUTLRE ET MICRO PRE -WIRED �G CLG FAN " /' fll C`• •'� I �0 / �-I I r- ,fib f11 I j x I / PRE -WIRED I 0 I / CLG FAN O GFI • I I I m WH 44'AFF. / DAB GARAGE I I o L -----� / ' BOLLA� L J / L o I AS RECL / 1 PER SLOG. WALL MOUNTED L — \ / CODE LIGHT W/SWITCH IN ATTIC: ' ®IH i2LED LIGHTING GFI C� DOUBLE LAV. / I • CLG. 1— — — BATH M METER OUTLET KEYLESS \ FIELD FIXTURE VERIFY \\ BDRMJ IL LOC. IOUTLETTI* FOYE$ L ? 150 AMP ELECTRICAL RISER 48' APP. / \ NOT TO SCALE. GFI E ENTRY = GARAGC ' J PERT ECAL MATERIALS AND INSTALLATIONS SHALL PRE -WILD EDlnoaYr3meiLECTRICAL LOOCAAL LOOM, A, am ALLDLOCCAL PPOIERH yl'(\ CLG FAN COMPANY RECUIPIST' ENTS, IL ALL CONDUCTORS SMALL ME TYPE THWITHM UNLESS P.B. FOR NOTED oTHERUSE. IP'IES—I Eli. — — — — — — — — — — — — — — — — — — — — ilwl/ — — — / POWER Cd'IPANY OPT. ------------------- TRAWSPOR'ER COACH c1lAOE LIGHT ELECTRICAL PLAN PROVIDE 60 AMP. DO44D VOLT, I PHASE SECONDAW- ELECTRICAL SERVICE. PROVIDE 9 01 COPPER (a) N SCALE, 1/4' . I'-0' I-VV DIA SCHEDULE SO FNC CONDUIT OR PROVIDE E Oro ALUMINUM (AL) N 3" DIA SOFEDIE-E SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. C 0MNATE UTH TIE ELECTRIC C0MAIIY PRIOR TO BID. I L I I I I r-�• ,'-6' 1 LED LIGHTING @ SINGLE LAV. BATH e2 7 a, twlw . w U N 3' CONDUIT OR 9 IRS a N 3' CONDUIT OR 3AO A- SEE. NOMINATE ABOVE SOIFlT a OVEMA 4r.J CONONATION SERVICE BO AA•IP DNSCON SST wlm" 4ND DOA4O vC ELECTRIC METER IN MN 1 MLO T EMA 3R ENCLOSURE PANEL IDOARP TELEPWOII SERVICE - C4pL! TELEVISION ENTRANCE 41RVICT ENTRANR EQU1R10HT EOUIPI-MINT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTION5 1 R4 a SERVICE GROUND COMECTED TO CONCRETE ENCASED PORTER STEEL PER ELECTRICAL PROV16ICN6 OF THE PMWIT14 EDITION r3mm. s)s" CIA X S PT LONG COPPER CLAD GROUIP ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SON 14 SUBDIV. & LOT ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEIe 4EBB "1828-CALI" GARAGE SWING. LEFT PAGE: ELECTRICAL PLAN 160 MPH C 1 DAIS M: 8/15/21 SCALE: 1/4"= V-0" SHEET E1 21 2• VTR 12' '� we \1 I \1 I . 3• I 2• II LAV 12. 1 3• 1 I 1 2 1/2' 2 OHM it i WASHER KITCHEN W/ 2' VTR AUTO VENT Imo{ 2'� PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . V-0' TO •1 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 9c lu- a aa+�s svHliiv. at LOOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MOaELa 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH . C IF�XAW A Aea1CHACRAAAB000HAC A H NO W723 awTEe 6/15/21 SCALE: 1/4"=1•-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS °,ALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 514ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/&NOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTEe ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 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 DRAM LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNIK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD (' CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-TNRU AIR BILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VO OPTI/BPEC g)FL00R SLAB CLEAN -OUT (TYN, FIN. GRADE OR PAVING SEE SPEC. I'-8'XW GONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN ) ■ MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX 407-774-4078 —, bdeslgngroup.com AA 8: 0003325 J � pE, o 0 00 i gg i L Suaw 8e LOT ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEI A 4EBB "1828-CALI" GARAGE 9V7NG: LEFT PAGE: MECHANICAL PLAN %160 MPH E . C F $� 2X4 TOP PLATE PERpL.AN PRE-FAB TRU88 v" C. BOARD 7 1/2' DRYWALL --- Wr SECURE BT. PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.G MAX 0'-®. FIN. PLR 2X4 WOOD STUDS .24' or — SLAB ITIONS SUPPORTING HUNG PLUMBING ZES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.1'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 77 MTL. DRIP EDGE 2x FASCIA PER V.0. -m ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM Bi OR 1/2, HIGH STRENGTH CLG. BOARD 35/8, OR W' DRYISTUPS 3/8' TOP CHANNEL (25 GAJ IR' DRYWALL 3 5/8' OR 5 3/8' ME24'O,C. 20 GA MEINSTALLED RECEIVING UPPER/ LOWER 3 5/6' OR 5 CABINETS AND TUB/SHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALL$. STUDS GA) SECURED TO BE SPACED 16' O.G. AT 2ND TO CONC tvulom FLOOR WALL$ ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR_ — m ,a 4'< ti W/ WINDOW OPENING W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) 91 SCALE, 3/4'.I'-m' FIBERGLA68 SHINGLES WITH UNDERLAYMENT AS PER FBCR $05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI, SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICIr, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND WPOSB.1. TYP. WALL SECTION NO OPENING NOTE: 4 1—STORY HIP BLOCK WALL METHOD USED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04865 TYPE III OR TYPE Iv UNDERLAYMENT. RJRQ LM 2�LINE THRU BLACK lC.LLb N'.P.I FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SN1. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU 9' UX= JAM III F AP r steel iOVERMAID DOOR APTROVAL R66 MY %k-iRn�x I' ea Sr OT 00 FAsiBCD TO LI TRAGIC ORACx[T! W/ nnoinr ATROVAL III s GARAGE DOOR JAMBS p1 SCALE: 11/2*-1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBIW5.1.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE —PRE-ENG WD. TRUSS 9 2x FASCIA PER AX. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP $CREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BID — WOOD i— WOOD BASE �0'-0' FIN. FLR a m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a° 1TH EDITION, SECTION R301.13 AND 160S.5.I. N W/ _WINDOW (,—)TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE K511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-0• UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 0466S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J 4 � h t It o a In W E 00 x L IA BUDDIV.BBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODELe 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: DETAILS 160 MPH RAv 17 PRINT DATE: 6/15/21 ECAIX. 1/4"=1'-0" BIFEET D1 TOr• 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2• X S• J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VS' WASHER 4 NUT OR 4V (2) K' X S' ANCHOR DOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VS' WASHER 4 NUT-. nW- M-- 3- �--n R V4' TAPCONS 1 1,12' EMBED, S' OC, 4' END DIST, 1 V2' EDGE 0I6T. m -2.. DOOR .. SECURED W/ (5) V2' X S' J-BOLT OR ANCHOR BOLTS. WV 4' MIL EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (D WITHIN S' OF TOP. (V WITHIN S' OF THE BTM, R (3)EVENLY SPACED. ml Is[ NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MA% FACTURER'6 INSTALLATION INSTRUCTION6 WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR /BUCK ATTACHMENT 6' cm 112' DRYWALL N4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 1-X4' EXTEND 1-1/4' INTO P.T. NAILER CK WV 3' TAPCONS DOOR CASING (MIN. SHANK SIZE .148 MIN. HEAD SIZE 900 MIL EMBEDMENT WITHIN S' OP EACH END DOOR JAPE OR WINDOW 4 ID'Or- MAX SPACING ATTACH TO 2X PER MAN FACT3RE8 DETAILS, NOTE, BRIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" 11IIIDOlf TO BLACK +3/4" OR +5/4" 2X4, _ SECURE TO 15LOCK W/ 3/W' TAFr." (MIN. SHAK SIZE .148 MIN. HEAD 612E 300 MIN. EMBEDMENT I V4') WITHIN 6' OP EACH END 4 IS' OC. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. 614AK SIZE J45 MIR HEAD SIZE 300 MR EMBEDMENT 1 1,14') WITHIN S' OF EACH END 4 to, O.C. MAX 6PACNG. IR' DRYWALL 2X8, ® I'X4• SECURE TO BLACK P.T. NAILER W/(2) 3/16' TAPCOWS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' O.C. MAX IN"�w DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /1TIIND01f TO IACK +1 1/2" 2X4, = SECURE TO BLOCK WV SAW TAMC" (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACHI END C W OC. MAX 6PACNG. 2X6, SECURE TO BLOCK W//2) I' TAPCONS (MIL SNAIC SIZE J45 MIL HEAD SIZE 3" MIN. EMBEDMENT 11/49 UIT14IN d OF EAC14 END S' CI"Al 4 W O.C. MAX SPACING. VJ' DRYWALL 2XS, SECURE TO BLOCK I'X4' WK2) 3/I6' TAPCONS P.T. NAILER MM. SHANK SIZE .146 1/16' O)iA X 4' MM. MIN. HEAD SIZE 3" MIL EMBEDMENT I V49 DOOR CASING WITHIN S' OF EACH END 4 IS' O.0 MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MALFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 16/10" /� RB'1D01I TO BLACK +1 15/18" 2X4. = SECURE TO BLOCK W/ 3/I6' TAPCON6 (MN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' OC. MAX 6PACMG. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGFI NON-STRUCTURAL W92) 3/16' TAPGON6 SAW TAPCCN MIL 1.1/4' (MIN. SHANK SIZE .46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UT14N S' OF EACH END S' C" AU 4 18' OC, MAX SPACING VZ' DRYWALL 2X8,ow SECURE TO BLOCK 1'X4' W921 9/16• TAPCONb P.T. NAILER MIN. 6HIAING MIR HEAD SIZE 300 MM. EMBEDMENT 1 I/ 1 ) WITHIN 8' of eACN END 4 w or_ MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6441M AS NEEDED TO PLUMS JAMS (DO HOT EXCEED 1/4.) DOOR JAMB TO BLACK +2 1/4" �VILND0II TO HGOCK +2 1/4" 2X4, _ SECURE TO BLOCK W/3/16' TAPCONS (MIN. 614AJK SIZE JO MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1147 WITHIN S' OF EACH END 4 B' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCON6 (MIL SHANK SIZE 146 MIN. HEAD 612E 300 MIR EMBEDMENT I V4') WITHIN S' OF EACH END S• CM 4 B' OG. MAX SPACNG 1/2' DRYWALL =X6, CM SECURE TO BLOCK VX4' WK2) 3/I6' TAPO" P.T. NAILER (MIN. GNAW SIZE J45 DOOR CASING MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 16' OC. MAX SPACM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" @wwx Tn AIn(:IC 1A•' 2X4, _ SECURE TO BLOCK IW SAW TAPCONS (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN S' OF EACH END 4 IS' OC. MAX SPACMG NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3AV TAFCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN. EMBEDMENT 1 1,14') S' OF EACH END S. CMWITHIN 4 W O.C. MAX SPACING, W' DRYWALL 2XS, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W92) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4'I WITHIN S' OP EACH END 4 W Da MAX NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) OP EACH END 4 2ND IX SECURE TO STRUCTURAL MEMBER WKZ)YJd WITHIN S' 6' TO S' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS, DOOR JAMB TO BLACK +3" %IErTSonw Tn Ai.n[:iC 4.:4" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 16' OC. MAX SPACING. 2X6: 6E0URE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SNACK SIZE .HD MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1,14') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X8, SECURE TO BLOCK WK2) 1/4' TAPCONS MIL SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' OC. MAX SPACING. 6' cm a IW DRYWALL I'X4' P.T. NAILER [� TA6' 09J6. X 4' MIN. i- DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER M~ACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 . DOOR JAMB TO BLACK +3 7/18" 11IND011 TO BLACK +3 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIR EMBEDMENT I V4•) WITHIN 0' OF EACH END 4 W OC. MAX 6PACING 2X6, SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OF EACH END 4 S' O.C. MAX 6PACING Me, SECURE TO BLOCK WK2) 1/4• TAPCONS (MM. SHANK SIZE 146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) WITHIN S' OF EACH END 4 10' OC. MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. 1-1/4' EMBEDMENT INTO OLOCK LJ S' cm 1,2' DRYWALL I ElP.T..T. NAILER �7 V P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIFAGTUIE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" ^IIINDOW TO BLACK +3 3/4" 1 N. RONALD REAGAN 8L LONGWOOD, FL32760 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F 04 S` 14 Z SIJBDIV do LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS %160 PH E C 11 �' J► H c � T'i""'r-n D .ICE., 8/15/21 SCALE: 1/4"=1•-0" L SHEE''TT`y 2 JUN PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLM MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 31473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31J2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31J2021 13872,7 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2023 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/202144 101.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10533.16 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 12/31/2023 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 17676.30 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2023 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA•TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERIAYMENT 2020 FBCR 12/31/2023 3792.2 IOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 30477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-7744075 www.abdesigngroup.com AA #: 0003325 IF tu RR 8 SVHDIV. rM Ii.OT: ABBOTT PARK LOT #20 BLK. #9 PROJECTy 04181.000-20091 MODEL.• 4EBB "1828-CALI" awizwa>3: fsrrnra: LEFT PAOIII: PRODUCT APPROVAL LISTING 180 MPH E C PREFORMED CONTROL JOINT— FLANW OF CONTROL JOINTS Td DE WIRED TIED TO LATH . S' OC. MAX (vERTJ. NOT(, DO NOT FASTEN CONTROL JOINT TO WALL EV194 IF STIR EXISTS BEYOND EXCEPT STAPLES WV i(,' L� ED MAY BE USTO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED • I'O.C. MAX VERTICALLY k T14ICK, 3 COAT CEMENT PLASTER WRI IS LAYER'0, FORTIFIOER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER 9, STUCCO WRAP WOOD SHEATHING LATH SHALL NOT OE C INTdlOUS r To d r• TD a• TNRUS ON CONTROL JOINTS BUT SMALL BE STOPPED MID TIED AT EACH SIDE. PER ASTM C44 GI PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTRCL JOINT WHEN \ CONTROL JOINT FALLS ON I. AVENERB FOR LATH TO ISE NAILS OR' i / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI1863 2. WIRE TIES TO BE (NO. 18) 08415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS RE6TJIRED PER PLAN O"M" TYPE CONTROL JOINT OL IroLD IIAIYIp • n. A ®P'OI.D OLFOLD SSWO. n.A 2. GWAS. n.e ► CORAlW . n. C . Y, Ot. rDLD ww.D • n. A 2. CFAASS . n. e POLD A• • ® LF0.DNM1m.n.A 7. CFCAM . Pt. >ti CINAse • n. C a T"fr. Cocmis e TULN. n. C TOWCPED .DADA R.NWE 41h -.01 0 PLAH M 1PN0° SNTHHR TIIWR SWAL. FOLD. DQ tm W. J' TMIOC 3 COAT CEMENT PLASTER (IRNlA IR' R COAT '01W I'LMTIR (c"W =11.0m PAPER (IIS,Y! cNLTI UR ID LAYSR'I, STUCCO Y1RAP(NrAt COLT) LAP "YM CT OU LDRN RAN• C mW MALML PfLpANSL STOP Y610 OIL,) WALL FLA66tl C-QR KAO" (SM INSTALL FASTENERS (CLIPS.' NOTE, STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SECURE SHALL ME LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMING 6' a VERTICAL LAPS (ROLL W IS LAYER 9, ENDS) R 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO 06 1' STUCCO WRAP WITH FORTIBER SHEATHING TAPE WRIB LATER 9t, FORTIRBER / DUILDN6 PAPER METAL LATH 6'x6. 6ELF-ADHERING MEMBRANE SELF WRNS MEMBRANE PLA6LIING OVER APPROVED / r M.L LAP • I.1er u urw \ HOUSE WRAP. fiC X X X I FLAGNING. to EXTEPO ONTO PIPE 4'x4' SELF -WRING MEMBRANE X X X _ _ _ _ FLASHING oven APP1WoveD HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE METAL LATH 00 LAYER 9, 1' THICK 3 COAT CEMENT V CONT. BEAD OF SEALANT STUCCA WRAP I PLASTER INSTALL APPROVED MOUSEWIAP AIR METAL LATH INFILTRATION BARRIER OVER _ / I W ID LAYER 9I, FORTIFIOER BNESHEATHING.SHEATHING.WRB LAYER -2, FORTIFIBER \ BUILDING PAPER ELASTOMIERIC COATING OVER STUCCO/ BUILDING PAPER \ / I P C.V. FINISH (SEE TYP WALL SECTION) ` TMLLAYER WOOD SHEATMMG SECTION PER[ 1 6aWIIIw ou Exteo(uea "'poNland c.mnplasa shell cmply aiM the eppliceeon raquiNameMs of ASTM C 928-18b. r nxuw LAP, s' OVSR I . rio(NM erM fiartiriW A<L I.AP Il wmn y voth C 1 shell comP1Y aith ASTM C 1083-19a, 2 LAP SCALE. I VJ'•1' o, ASTM 1787. SQfit IPISTALL ga(6VT R.AGHM AT BOTTOM OF IlDor WALL NTWRwDn" 4� KIC KO UT DETAIL OR SIDE APS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL DE TIED BETWEEN SUPPORTS WITH 00415-IM (121-MMT) WIRE AT INTERVALS NOT MORE THAN V 12214MMA AS PER AATM 01063. FOR REPAIR OF TEARS IN W10 LAYERS, TEARS MAY BE PATCHED W HOUSE WRAP TAPE PER MAMUF. SPEC. OR PEEL A STICK WOOD SHEATI BUILDI PAPEF STUC(a ■ 1-00 IF403\ ■ 4'x4' SELF -WRNS MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATEIRIA-) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF -WRING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WR5 LAYER e1, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER _L���D Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT iO WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS Y"L" FLASHING N.T.S. 4• ION 6. MA - LEGEND FLASHING (COMPATIBLE SY HOUSE I WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMMIPANE PLA04WA OVER APPROVED HOUSE WWP. RLA6HRIG TO EXTEND ONTO PIPE OUT AND OVERLAP ONE SIDE OF SELF-ADMERING MEMBRANE FLASHING I DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER --- — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.E-1 / ASTM C-84-1-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 I tA W f Q SVHDM & LAT ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODEL' 4EBB "1828-CALI" GARAGE SWAG: LEFT PAGE: WALL ASSEMBLY DETAIL 160 H E . C 11 b 202 D DATE: 6/15,121 SCALE: 1/4"=1'-0" SHEET WA1 INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA61,IIN2 TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN DED OF SEALANT AT TOP AND , SIDES ONLY. SEALANT IS TO BE I � TOOLED 80 A8 TO DEFLECT 1 WATER AWAY FROM JOINTS. 1 E-Z BEAD ALL AROUND 1 VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL BIDES, X4 CAULKING - JOINT ALL AROUND I I PER SECTION R70 . Exterior klhino and PI no BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X: Installation of exterior lathing and framing 1 " shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 'I, ��,.X.. STUCCO WRAP li.'.. HOODED VENT J' THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r D SHEATHINGLAYER h,COWRAPLAYER4,FORTIFISER DING PAPER CONBTUCTICN -METAL LATH 8• CNIU VINYL CASING BEAD 6' RAISED BAWD 1 eo srTOx' MIwenD-WALL ns W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS-) BUILDING PAPEI UNDER 'QUICK FLA& �AVENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO IiRGM IV GIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Y6' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 4PPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT 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 h, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING 00 LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER - T' O.C. MAX B,' TO V MID -WALL lieaw prre-en 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 STEP *3 8• WRB LAYER h, STUCCO WRAP WRB LAYER M, STUCCO WRAP APPLY 60 MIN SELF -ADHERING 9 GRADE 'D' FELT MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #& ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 A r k y g a s A to r N W Q 2 i L aunDIv. & L.0 ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEia 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXT., C 7 20V1 D � 6/15/21 SCALE: 1/4"=1'-0" SHEET WA2 WOOD SW CONSTRUCTION V HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING I WRB LAYER 1, STUCCO WRAP i' THICK, 3 COAT C PLASTER WRB LAYER 1, STUCCO WRAP AMICO A1166-11LFWC-180 CUSTOM CASING BEAD IELD ­1 NO GAP MF lSFIOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. P CANT. SCALE, 1 1/2'.V-0' EXT. WOOD FRAMED WALL -WRB LAYER 1, SUB -FLOOR PECKING STUCCO WRAP WRB LAYER 4, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT UEATHER RESISTIVE - BARRIER PLASTER WEATHER RESISTIVE - 6' OAF. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED PL HA IC14, 3 COAT CY EMEN 4• POSITIVE DRAIN METAL LATH --- were W.31 WOOD BHEATNNG— &'SELF-ADHEREING PLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 1, STUCCO WRAP ' WRB LAYER -2, FORTIFIBER m i BUILDING PAPER &• OELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 1 y' z NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3!4 RESILIENT HAT CHANNEL S/8• TYPE 'X' DRYWALL I W/TE <TURED 4 PANTED i FINISH l• THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION O/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 02 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER W GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL j' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER VMYL GdIBdER LEAD lot- -VINYL CASH BEAD WATER PROOFING I LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STIM METAL DRIP EDGE SET IN FULL BED OF i' PEEL SEALANT,IS' I D STICK 0 DRIP `� SPACE FROM DRIP EDGE TO FACE TO TREX DECK I li'XI 14 P.T. OR SMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING bl �\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK Yi GAP FOR BACKE_IR ROD C SEALANT FINISH LATER (2 LAYER PEEL C STICK) 3/4 RESILIENT HAT CHANNEL UIMXTURED 4 PAM FINISH PLAB 3 COAT CEI VNAL rR veer VINYL CASING BEAD Y.' GAP FOR BACKER ROD C SEALANT VINYL GA61NG dEm WEATHER RESISTIVE r BARRIER 1 WEATHER RESISTIVE BARRIER .2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3. 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT.Yi' MIN. SPACE FROM DRIP FACE TO TREX VINYL C48ING BEAD WATER PROOFING bl LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER I' THICK, 3 COAT CEMENT METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSOM SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTRUCITON ,WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER •2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SIHOIUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION PLUM SHEATHNG LATHER RESISTIVE ARRIER 1 EAAR RESISTIVE ARRIER *T SAF. \ -EEL 4 STICCK 11t:'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF FACE TO TREX WEATHER RESISTIVE BARRIER 1 'CIWEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING C STICK V SAF. \PEEL I Ya'x3' 'L' FLASHING US FLOOR FULLY EMBEDDED IN ROOF CEMENT I 114' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF = I &XI 4' P.T. OR SIMULATED WOOD (TREX) FILLER SEALANT, J$' MIN. CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING 14! MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM 14AT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK, 3 COAT CEMENT PLASTER WE' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN 11CeP LV'�FD PLASTER LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINT COIeuER SAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK,. 3 COAT CEMENT PLASTER 2 Imo. Cf�Ruco e�cen FASTENED TO OHEATHNO ' I O.C. MAX. C a' . \ WOOD SHEATHING NERive DRAIN METAL LATH 9GBEE2 WRB LAYER -2, FORTIMBER N OF BUILDING PAPER ONLY) iTA CORNER BEAD ® FRAME 2 1/2' —ter CORNER BEAD (FASTENER 4 SPACING A 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14 B CORNER BEAD OP BLOCK WRB LAYER 1, STUCCO WRAP WRB LAYER 12, FORTIF15ER BUILDINGS PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER & 'SELF -ADHERING FLASHING WINDOW FLANGE WRB'LAYER 1, STUGG�WRAP WRB LAYER 02, FORTI BUILDINGS PAPER — METAL LATH d' THICK, 3 COAT CET PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD C9) WINDOW ( FRAME, NO BAND) SHEATHINGS WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDINGS PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT NIEw FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 J 1 a pp C EIUDDIV. ae LOT ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODEU 4EBB "1828-CALI" GARAGE 3WING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH W. C WOOD SHEATHING —\ WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH ll'u2: dEXPLODED d` THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •I, STUCCO WRAP WRB LAYER12, FORTIFIBER BUILDING PAPER METAL LATH ` THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD (9) WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH — WRB LAYER el, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER "I, THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER ' E ; WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER caslNG BEAD METAL LATH VINYL CASING BEAD i 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1"7A BAND (FRAME) SCALE: 1 1/2' • I'-®' Y,' GAP TYP d' THICK, 3 COAT CEMENT CASING BEAD PLASTER LEGEND IX TRIM MEMBER TO TRIM METAL LATH S STUCCO 81DING TRANN SITIWRB LAYER 02, FORTIF15ER DRAINAGE PLANE (WRB ON BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING N WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) 1777777 METAL LATH x—x—x—x WRB LAYER 01, WRB LAYER 01, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1/16' ZIP WALL CASING BEAD SHEATHING 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD ; ---=-------------------------------------------------------------------------- - - -- (CROSS SECTION) J' THICK, 3 COAT CEMENT ' SEALANT �— PLASTER METAL LATH i i UIOOD CON6TIR0CTIQV BEYOND WOOD GNEATHING ; WEATHER RESISTIVE I ) BARRIER BWEATHER ARRIER PESISTIVE ��� \\ I WINDOW FRAME _ _ _ .. _. _... WRB LAYER 02, FORTIF15ER SIDING ' a.A6µM GR' ! BUILDING PAPER ER[W. 41 A_A614MCsAD` �\ �ATNEPRMa6TIVE E-Z BEAD VINYL CASING 6TARTER eTRIP / \� �1ER FESISTIVE { (W/%' FLEXIBLE PVC BACKER ROD) \ \ \ y RBI . DNERING I GALYD METAL GALV'D PETAL 'T ILA6HING Z' FLA6HMGon WRB LAYER RI, STUCCO WRAP, I x 6-8Irn�ATED i WRAPPED AROUND FRAMING MEMBER TRIM MEMBER , i CASM / ` \ I 6' SELF ADHESIVE FLASHING j We" T1W MEnee°R ; WOOD SHEATHING \� ,u �,AP,yy KRk, ; 2X FRAMING 7:7.5 APPROVEo 6EALANT MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME------------------------- ------------------------ � 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R1m3.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER P FORTIFIBER WINDOW FRAME BUILDING PAPER WOOD SHEATHING I BEYOND C�.AmTRICTIDH W SELF ADMRMCi ' wow OWATHMG LLEATHER 1RE8I6TIVE ; LLEATHER IRE615TIVE To LAP IWAT IM 1112L 816TIVE i � � \� 6O'P BARRERAC ABOVE u!%6xiRE'VE.ILAP SIoMG /ice 1 6' �VEZ RING I 84MER 1M16TIVE rt,o�6Hir 'T WEATHER RESISTIVE SWTRUBGCOYER WRAP BARKER a , eTARrER erRIP I \I �\`/ 1 GAL i 6' WIDE PEEL t STICK OR OVER FLANGE / WINDOW FLANGE E_Z BEm VINYL OA6MG ` Y' X 6' 61MI)LATED (upw FLEXIBLE PVC / , u13oD TRIM MEMBER BACKER NOD) \ / ' 6ELF-ADHERING 6' 6ELF-ADHERMG I , ; FLASHING FLAWING \\� , ' THICK DAS�TERT OR API�'I OVEo6EA PL ,;i;,. 6AMMER R816TIVE SAA MN I^RF.616TIVE UNATNER RESISTIVE E-Z BEAD VINYL CI BARRIER Q (W9i' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO RI6TIVE ® FRAME TO FRAME �� TRANSITION 1 a7 E-Z BEAD VINYL CASING Il JN 2X FRAMING (W/�' FLEXIBLE PVC BACKER ROD% MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 J, BUDDM de LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH . C a --------------- ' AR NO D TE 6/15/21 SCALE: 1/4"=V-0" CASING >lHEET WA4 AVALANAMM WE LD BE TAKEN IN KEEPING TIE VENTPROPERLY 4', B' AND 10' ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NML IN PLACE - SNONNIN 1'GALVAMZED USING I.1/4' NAILS AT EACH CORNER, RGOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT TIE GODS ENECK VENT OPENINGIN TIIEROOF RECOANENDED VNJITHER COASTAL SHEATSNG.SIZE THEOPENING IN ACCORDANCE TFATI1E CHAR TSHOWN.INTHEEVEN VENT FAN19 ZONES. CONSTRUCTION ZONES. USED, SIZE THEVENT REWINGNGOONNE"ONNTTI INAGO I VENT FAN MANUFACTURES PIPING CONNECTION INSTRUCTIONS. INTOTRUSSE3 OR RAFTERS WHEN CUTTING THE OP KING IN OP�RENINQQG IN TiE ROOF. R�tOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPEwNG 50 TUT THE NAILING FLANGE OF THE VENT LAY9 FLAT TO THE ROOF SMEATi1NG. SLIDE HE TOP AND SIDE Ol THE3 OF TIE VENTFL AND UNDER LLOWTHEBOTTON VENTFLANGES TOIAY ON SNNTOP OF THE TOP OF THE SwNGLE3. ROOF HOOD VENT DETAIL SCALER NT8 AOff T M I rom III .TUCK FLAP LHOEM Lwousm�SEOLSR WEAD LINE OF WAIDOS OFBNNG FOLD HOME~ M AT JAYOS . SILL \ I APPROVED HOUSELLRAP \ OVER SHEATHBIG OVER UD STUD STALL SLOPE SILL RD. TO EXTERIOR STEP 1 STEP 2 INSTALL 6' SELF-A"101,16 R.ABIMG OVER VINYL HEAD R.ASMNG (NTH END DAYS) NAILING, FLAJ OE INSTALL S' EXTEND SELF-APHIMR I &ELF-ADH RN6 PLASHING OVER 4.PLASHStl \ �& 1' MIN NAILING FLANGE AT BEYOND JAMB JA E16 PLASHING INSTALL VINYL DARE CAP EXTEND I'LA64M6 MM 1' IWLCU &ILL FLEXIBLE FLASNRIfi DO NOT SEAL BOTTOM RN STEP 6 PIPE AND OVER FLANGE ALIGN! PLASH216 W/ W. EDGE OF SILL RD. MECHANICALLY FASTEN FANICD EDGES.(CAP NAILS, STAFLES) INSTALL DIF'ONT FLEMBRAP AS TH PLASHN6 AT TIM FOLD HCUONP.AP COIN . TAPE DIA04NAL CUT . ACROSS HEAD OF WNDOW PLUMBING VENT DETAILS SCALE, T8 INSTALL a' W0E ADil61VE - BAaaD ILEXIBLE R.A614HO MATERIAL OVER DRIP CAP JOINT(FROTECTO-SRAP BT-20XL - EQUIV) STEP 7 "hQI1, STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 FLASHING OVER JOINT WN9DE 1. YFLASHING 50t OR HEAVIER FELT UNDERAYIAENT 1 ASPHALT ROOFING CEMENT FASTNERSNITBN B-DF CENTERLINE II TRA FAST I IN END OF SHINGLE ND ENO SNNGLE AT LEAST 12-BEYOND VALLEY CENTERLINE /-CLIPPEDOFF _ CORNER ATI DEGREE - SBHINGLES TRIMMED 2' BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL ,ozE, we APPLY 061 mu (O EMAIL) SEALANT . EINDOWK7"N JOINT. PLWO APPLIm FLASHNG(LANCO UNITE -SEAL RC-" OR EQUAL). SLOPE SILL TO EX L IT 16 THE CONTACTORS RESPONBIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUOMG H�, SEALANTS . SELF -ADHERING PLA6HW. MATERIALS USED DURING. CONST1tlICilON 2. INSTALL ALL MATERIALS PER MANIFACTURERS WRITTEN SRCIFICATIONS WAR NW, SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE rRIOR N AND SEAL JAMB TO SILL JOINTS WITH IM FOLLOWING COMPLETION OF RETROFIT WORK REPAIR SCHEME SHOWN SHALL ONE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION ISELOW THE WINDOW OPENING 8EAL1 INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT 16 THE CONTACTORS RROPICO (SILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDSI6 SEALANTS . 6ELF-ADFlMI6 PLA6NMG MATERIALS ump DURING CCNSTRUCTION. 2. FLASHING AT EXTERIOR &RNDOEB AND DOOR OMENIN56 SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTUENS INSTALLATION N6TRICTIONS AND APPROVED METHOD IA OF FCC "SA U N ACCORDANCE WTN PBESTRATION I MANIFACTUPWX6 N6TALLAT4 A1D PLASH U INSTRUCTIONS. WAMM& SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. 1. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com #: 0003325 SEE a C d a BvsaIV. Ae LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 0418 .000-20091 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C 2021 SCALE: 1/4"=1'— 0" 8HEET WA5 2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN METAL FASCIA WRAP PEEL t STICK �I�\ DRIP EDGE I� '1/8' TEXTURED I FINISH is WOOD I �% 2xe sue 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� �tl ©PLAIN B 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH '-WOOD SHEATHING I OR CMU WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRID LAYER 02, FORTIF15ER BUILDING PAPER \c (FRAME ONLY) �\ NOTE: NOTCH FOR 2X& \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY ROOF DECK (BEYOND) \ i \\ \\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PL)4N /4 RooFMG CEMENT DRIP EDGE METAL KICK OUT I1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU �,�2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Ca? WALL x x x x �4• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x .. x x x x x x x x x x x / x x x x x x x x x x x x x x x x x x x x x x x x x x x x K x x x x x x SUB BAND DETAIL ® WALL W/KICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a 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/Vx4' NOTCH a END, WRAPPED IN PEEL E STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY JUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA M: 0003325 J aXMDIV ac LOT, ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 HODEU 4EBB "1828—CALI" GARAGE 9WIWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2021 DATE 8/15/21 aCAL.E: 1 /4"=1'- 0" SHE�AV E�TT dV /� ml 39'-8" 28'-8" 3'4" 3'-6" 36'-2" TOP OF `4 SLAB " fio — 1 — — — — FM-12X12 FM-12X18 — 4"GONG. SLAB w�I r o-3 1/2" y I 101-01, EXTEND FM-12X18 SLAB 1 1/2" L1 4" PVC CHASE 1A \ I \ I I I. P— I TOP OF I Y SLAB I i7 I . �\ I \,\ � I \ I \ 15'-8" �`` 5'-0" I TE-1 0 I 7A 1.1 I I. N +-5 1/2" 4 1 T 8" 2'-8" 1 I 3 0 5 I I IN I� I N I ILL N iA I SIM. EXTEND i 2 1A SLAB 11/2" FM-12X18 m I 4" CONC.I — SLAB I LLm ' tow I I� a 31/2" I T V` 1/ I� rn �- 1A SIM. 51/ 4:71/2" 1A 2 R - 1 1A t 1.1 1.1 FMG12X18 ------- FM-12X18 v F G12 18 — L _ FM-12X18 --- 0 4 4 1.1 1.1 2'-B" 16'-01, 2'-8" 3'-10" 10'4' 4'-4" 14'-0" 21'-4" 39'-B" MOURNI117A iNlkI Nol9** 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION 10'-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 WTH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, OINDICATES #8 BAR,ONDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH TMS 4021602-16, USING: F'm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 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 TE-1 8" SEE PLAN toll - ( s (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2)#5's +0"-U' FM-1208 17, CONTINUOUS 19, - (2)#6s FM-16x18 16, CONTINUOUS 18" FMC-12x18 12" CONTINUOUS 18" - O 's VARIES F- 4x24 4" 24" s s (-)0"4" FOUNDATION PLAN SCALE: 1/4" = V-0" JUN /1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Of 6 Qi b .y. a aunDIv. a L07. ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODELa 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 PH E . C 2021 DATE: 6/15/21 BCALE: 1 /4"=1'-0" SHEET s1 MIN. EACH WAY FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED tMONOLrHIC CELL SEE PLAN FOR SIZE ANDCELL SEE PLAN FOR SIZE AND��SPACING REQUIREMENTS g SPACING REQUIREMENTSII /GARAGE DOOR I RECESS ° 1 u{ g .e"CMU WALL �' 8" CMU WALL .. I �CORNER BARS, SAME SIZE AS LARGER BAR I 63 I° +- 0'-0" IN FOUNDATION WITH 30" LEG EACH 6 y m r- a.(y, WAY AT ALL CHANGES IN DIRECTIONS P, 70P OF SLAB .. ' - - TOP OF SLAB I ., SO THAT THE STEEL REINF. IS CONTINUOUS /f _ •--• °I MATCH AMOUNT OF CONTINUOUS BARS ° CURB FOR • .f _ a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORV) #3 18' ,�^�' _ VARIES SEE SLAB SCHEDULE TOP OF GARAGE ` ' EXT. PORCH SLAB 4" CHAMFER o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET — v;o, AT ELEV: W/ 1/Z' ISOLATION _•'. _ < JOINT (WHERE. 6" CHAMFER (2-STORY) #q 2q (I -STORY) W/12"ISOLATION L4 6"CHAMFER (2STORY)•- - a APPLICABLE) SEE SCHEDULE #5 30' JOINT (WHERE •: APPLICABLE) 4 $EE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR W-O, BAR SIZE #6 36' � FOR VV0, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Zv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=r-0" chi GARAGE SCALE:3/4"=1'-0' 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL a we" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5 #4 REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT `& SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 40 o x, ?' I WALL W/ SYP I Z' CAPPED = NEW REINF. BAR o No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/ 2- PART �a SPACING. SINGLE BTM. PLATE 1/Yk9' WEANCHOR Wf 7' W/FLANGE @ BASE EPDXY. MIN. EMBED 5 I TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH ", UNO PLATE EPDXY 5-12" EMBED. MIN. @ 16" OC § ¢ FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. Ey Is 4" CONC., REINF. W/ SPECIFICATIONS FOR I BTM AND TOP PLATE 6'k6" #10 WWM ON € USE AND ANCHORS W/ 10d x 1 1/2"w 1 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF = 4" 4" 0 COMMON NAILS FILL ALL VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" HOLE. DO NOT USE 10tl y WELL -COMPACTED TAPCONS ROLES, SEE SLAB SCHEDULE jJ CLEAN FILL TERMITE �QO TREATMENT SHALL BE BORA-CARE w + 0-lP S' QQ r TOP OF SLAB • . < (2) CONT. #4 REBAR 4"CHAMFER (15TORV) I, f 6" CHAMFER (2-STORY) .`1 4 (2) #5 REBAR ON CHAIRS MIN. DEPTH INTO 2.000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EQ. EQ. SEE SCHEDULE VI VIRGIN OR ENGINEERED SOIL SLAB HEIGHT LESS THAN 3'-6" m Q PER PLAN BOLLARD ADDING BAR TO FOR W0, BAR SIZE AND BAR QUA NTITY EXTERIOR MONO DEEP SQALE:3/4„=,'-D" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE.3/4"=r-O" (W( UPLIFT) FOOTING W/ BLOCK WALL scALE:3a"=r-a' 1A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM, OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE � PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO SLAB MASONRY BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10tl MASONRY NAIL 4/rCONNECTORS NAIL 16" 6" O/ O/C STAGGERED. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED, a ADDITIONAL METAL ADDITIONAL METAL m CONNECTORS NOT NOT a 8"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) �s0': __ TOP OF SLAB ��~~SEE rc SEE SLAB SCHEDULE > SEE SLAB SCHEDULE 2X WALL FRAMING SLAB SCHEDULE 12" DIA. SIMPSON ST82 BOLTS 5" P OF SLAB00' MINIMUM EMBEDMENT INTO TOP OF SLAB e ^ ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND a._—CENTEREDUNDER WALL AND F—FOSR 16"O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -� — FOUNDATION AND SLAB SCHEDULEBAR a EDULESEE SIZE FORWxD,BAR SIZE AND BAR QUANTITY EQ. EQ. SEE SCHEDULE AND BAR QUANTITY FOR MD, BAR SIZE � AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 8 9 SCALE 3/4"=V-9' 10 SCALE: 3/4"=1'-0' 11 BQALE:3°"=,'-0" (NO UPLIFT) (NO UPLIFT) SCALE: 3/4"=1'-0" -1 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V 1p 13 a sysaiv ae roT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODELo 4EBB "1828—CALI" GARAGE OWING; LEFT PAGE: DETAILS 160 MPH & C DOWEL PLAN SCALE: 1/4" - 1'-0" 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngfoup.com AA #: 0003325 6 b k y 1e � GI a GI S 0 9UBDIV. ae LOT ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEL: 4EBB "1828-CALI" GARAGE 971YNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C 17 mm D � 8/15/21 9CALE: 1/4"=1'-0" 91MICT s1.2 VERTICAL REBAR TO HORIZONTAL ORIZONTAL REW/ 10" HOOK OR.UTEDBOND BEAM VARIES PER ELEV. .I 4. I . a - I .. a CLEAN OUT REQUIRED FOR INSPECTION TIE- /ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK mod_ �- BAR SIZE 148 BAR DIA. z #$ 18" f #4 24" i #5 30" #6 36" #7 47' HORIZONTALNERTICAL REINFORCING � SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS n' ¢rc� mU oN b � 8"CMU WALL 'SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 8" CHAMFER (2-STORY) MATCH STEEL f REINFORCEMENT h PER SCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY 4 ur u� Quin 4 • BAR SIZE 48 BAR DIA. M� G #3 a42 #4#5 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'- #5 BARS a� El § CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 j C ra C � a N ON W E O i mm fluaDiv. at IAT ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODE1.a 4EBB "1828—CALI" GARAGE BRING: LEFT PAGE: DETAILS 16 PH A. C 17 wm PRINT 6/15/21 DATE: SCALE: 1/4" =1'— 0" 8HEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 OTHERWSE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZZUM 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 ( I) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L — — — — — — — — — — — — — — —'— — — — — — — — — — — — — — — + — — — — — — — — — —I— — — — — — — — — — J 8F16 MIN.-1T/0M/1 B 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 dd 6 aunDrv. ac I.OT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODRIa 4EBB "1828-CAU" GARAGE SUING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 17 aCAL.E: 1/4"=1'-0" 67� NOTES TO THE INSPECTOR/CONTRACTOR TYR 8118' 1. PLACE LINTEL ACROSS TOP OF OPENING. b 1 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" �c V PLACE STEEL HEIGHT. d REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �No'M AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'kt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / TOP FOR HIE GINOE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THEOF 1#5 VERTICAL REBAR W/ 1D' HOOK 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 OBL. BOND TOP OF 2 6 BEAM W/ (1) #5 BAR BOND BEAM ,ppa� EACH COURSE • 8x8 BOND BEAM TOP OF • _oEd� ' W/ (1) # 5 BAR �� .y BOND BEAM 3a' TYPICAL I O U = UNFILLED v vy GROUT SOLID FROM TOP �O NOMINAL LINTEL TO TOP OF BOND OF OPENING #5 BAR IN BOND BEAM � BEAM COURSE WIDTH # A #k5'S, IN E BOND BEAM, IF FILLED LINTEL. QQ B SEE NOTE 5 V X M,Xd �O 1-1T/1 M/ Bx8 PRE -CAST CONCRETE �9 FEP NOMINAL' LINTEL W/(1)#5 BAR(L2) MASONRY LENGTH OF BAR =WIDTH OF BEAM DESIGNATION e HEIGHT #OF #5'S,TOP OPENING-2' CORNER IT IS THIS EN G NEER'S INTENT BOND BEAM COURSE OR n� THAT 1TAMNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE L SCALE: 3/4"=V-1Y' REINFORCING OF BOND BEAM 1 AND XFXX-1T/OMWB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER SCALE = 3/4,•=l'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T11 MIM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TNM S INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 1M..) B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT C � a • 3114' 2X6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST 4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL - MIN EMBEDMENT 1 1/4") W SLOPE FROM EACH END AND 1S' O.C. MAX. MIN 1-1/4" EMBEDMENT N 2X8 (MIN 2 X3)2-3/16 W TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING C 114") 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 TYPICAL MASONRY WINDOW 7/SHEATHING CMU UWALWALL SILL CONSTRUCTION CONSTRUCTION ARCHWAY FRAMING DETAILS of r SINGLE #5 CORNER BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM avHDIV, aLOT ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODEIA 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 JAPH EXP. C PROVIDE 15 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 34"=1'-0 AR NO 937 D .ICE:, 6/15/21 SCALE: 1/4"=1'-0" SHEET 00 S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH U8 8 B/e-9B 18•iT 1T 1T 1T/OB -1TN6 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 9/8-IT eM6.1T 8fN-1T 824-1T 8/28-1T 8/32-1T ere.le 16-trrt 1rn tTr+ 1THB -ITN Wzr 0r16-zr e120•2r e124-2r 9ne-zr era2-2r 3' B' PRECAST 1438 952 3114 4217 6321 6426 7531 3' 8" PRECAST 689 1024 3' 8" PRECAST 1569 3624 4394 5263 6132 7001 y� 6113 63e5 7700 9031 t0000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4765 5587624 4'-0" PRECAST 514 783 4'-0" PRECAST 1 1363 3060 3815 4570 5325 6079 1961 6113 7192 B 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 833 1770 NOD 1 3033 3966 1 4W0 4'-8" PRECAST 398 591 4'$" PRECAST 1207 2582 3376 4043 4711 5379 1825 1 5743 7647 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2500 3123 30M 4249 5'�' PRECAST 411 411 5'�" PRECAST 1016 Iwo 2374 2944 3613 4084 1319 4460 7196 7342 6780 8259 1016 2270 28M 3399 3961 4084 5-10" PRECAST 817 1024 1031 2090 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1490 1971 2443 2916 3387 1181 3693 $677 6036 6548 5776 929 2080 2593 3107 3620 4133 6 -0" PRECAST 892 1139 3227 3037 3707 4363 5061 8' PRECAST 410 721 B' 8" PRECAST 836 1201 1578 1965 2332 2709 1139 3227 4598 7054 10000 am8' an 1858 2329 2790 3251 3712 T 8" PRECAST 570 938 2498 2205 2698 3191 3685 T 8" PRECAST 303 534 T 8" PRECAST 716 900 1181 1462 1743 2025 938 � 3408 4864 7067 64M 727 1624 2025 2426 2827 3228 9%4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9' 4" PRECAST 454 586 767 us 1129 1310 639 1674 2296 3081 4099 4899 572 1318 1643 1988 2164 2519 10' 8" PRECAST 388 497 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10' 8" PRECAST 356 466 612 755 no 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1969 11'-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11'-4" PRECAST 430 408 SW 653 m 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 26M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 386 476 587 698 783 507 1210 1�6 2048 2688 9171 440 940 1300 1580 1314 1478 PRECAST 270 433 1045 1385 1732 2167 2535 13'�I' PRECAST 82 298 13'�" PRECAST 308 303 393 484 675 us13'�' 414 1045 1365 1732 2316 2005 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 1608 19M 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 449 526 809 390 978 12M IBM 1950 230 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 we 626 746 885 458 1079 1429 1824 2277 2712 246 883 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 16-4" PRESTRESSED 224 387 404 674 ON 793 412 1014 1340 1703 2118 2613 230 816 908 1134 1353 1672 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 17'4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 325 365 451 687 660 300 we 1121 1413 1739 2047 192 606 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 -4 19'" PRESTRESSED 162 Zee 348 430 513 595 235 738 959 1200 1467 1716 186 429 623 am 950 1098 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'W PRESTRESSED 142 219 308 361 454 527 180 598 $33 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2ZV PRESTRESSED N.R. 116 22-W PRESTRESSED 137 226 290 359 428 497 165 So 784 992 1203 1381 137 359 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR [24'-W PRESTRESSED N. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 +� 450 ON eta 1ou 1/47 124 319 1 455 1 691 887 793 - 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 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 l COMM. IPR USDIV. & WT: BBOTT PARK LOT #20 BLK. #9 OJECT# 04181.000 0091 MODEIA 4EBB "1828—CALI" GARAGE 8MING: LEFT PAGE: SAFE LOAD TABLES %160 M EXP. C DATE: 6/15/21 SCALE: 1/4"=V-0" 8HEET %s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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 U-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 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. WA DI nrll..n GCTAICCr.I TDI ICCCC'lAll n I FRAMING PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h da hh O i SVSDIV. ae w ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODELa 4EBB "1828-CALI" GARAGE SNiNG: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C of DRINT ATE: 6/15,121 SCALE: 1/4"=1'-0" SHEET s3 1 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)SIMPSONN ANCHOR WITH # 1100 UPLIFT SIMPSON NAILS TO TRUSS PLYWOOD SHEATHING, SEE (9) 10tl x 1 }" NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO 8{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' z 4", TRUSS AND (4)1/4" x 2 1/4" SHEATHING x 1 NAILS TO TRUSS x 1 }" NAILS TO 6', 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB STRAP, , GI DE GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" NAILS, O CONT POURED LINTEL 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 #27'x 4", (16) 10d x 3 �" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'4' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOtl NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WAIL) 10d TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN 114 TRUSS AND (4) 1/4" x 2 1!4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2z WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) �" x 5'TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SE SEE ARCHITECTURAL J' x 2 �' TO GIRDER 2x SECURED W/ 13) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES ® 24" O/C, lx2, 2x WOOD FASCIA (2) �" x 5" TITEN HD TO CMU AND (18) SIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS TO GIRDER SEE ARCHITECTURAL 12" O/C FOR REVIEW C C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ AND APPROVAL GALV. COMMON NAILS (2) }" x 5-TITEN HD TO CMU AND (18) SIDS }" x 3" NAILS bQ SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) S ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE: 3/4"=T-0 TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c S 34-�s SCALE: 3/4"=1'-0' GIRDER CONNECTORS) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG, 2X4 BLOCKING BETWEEN A1220 LSTA1220 GAUGE BRACE W/ (3)12d 0 EA. TRUSSES WHERE W/ HAG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 0 EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0 O.C. (AT SHEATHING PER V T 0'-0" TO 30--0" (1)'W' BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3)'9P' BRACE SECURE 2x T. PLATE GIRDER e'a' MAX (W/1X4) (1) "X" BRACE ®CENTER TO BLK W/ i/T DIA OR taa' MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' *� FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' 1X4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 GYPSUM BOARD OR 1/7' HIGH BRACING, SEE P.T. PLATE W/ 12tl's 8" STRENGTH STRENGTH CLG. BOARD PLAN FOR LOCATION S' MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) � � m REQUIRED TRUSS ENG) CONT, 2x4 SECURED W/ 16tl TOENAILS (2) 10d's @ EACH TRUSS ..4HTT4 TO BE INSTALLED DOUBLE TOP PLATE WI 5/8" A.B. WITH BTM- CHORD OF 10'4" O.C. MAX. I MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d x 2x4 OR 216 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE 70 BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4 1/7' GYP. WL. BD, 1z4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER ° MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF .9 i- - . a. III* 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING %� BLOCK WALL W/ GABLE END 6 %�GIRDER/WOOD POST CONNECTIONS SCALE: 34"=r-a' PRE-ENG'D TRUSS SCALE:34"=1'-0" ' J FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `r SCALE: 3/4"=1'-0" (NO UPLIFT) NOTCH DEPTH I/4•D GE>5/8" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" - AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND iq ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO ASIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE 34"=1'-0 1 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 b Q u Fyw F 1116yyy iLi j SUBDIV. Se L/OT: ABBOTT PARK LOT #20 BLK. #9 PROJECT* 04181.000-20091 MODELA 4EBB "1828—CALI" GARAGE SMIIJG: LEFT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'4' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-l" TO 60'-0 (3) W' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2, WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 1T O/C AND APPROVAL SECURED W/ (2)12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENGD TRUSS � W/ HIP RETURN SCALE:3/4"=1'-0" VTCR SPACING (1) AT EA AND 8'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O SHEATHING SEAMS) (BLOCKING �.�PRE-ENG'O WOODTRUSS (TYP) O 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/'7' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10--0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=T-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA N: 0003326 04 g5t � u'1 a Gt 1e C MORI-- OUDDIV. as LOT: ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181.000-20091 MODEZ. 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH rKlAl C 'i7�. .1-Ti �l - t DATE. 8/15/21 SCALE: 1 /4"=1'-0" SHEET S3.1B I r GABLE-EMD LHIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 6050 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.60) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH OIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2' OA31 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 71667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 KAF Itr — IKu.. ROOF SHEATHING EXTERIOR SHEATHING z = USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 5 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL U BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENr SPACING NOTE; GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 1: 1Od NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 t2 SYP ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 Se RINGSHANHGUNNAIL 64"OC. TOP & W70M EDGES 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6'-8" O.C. MAX '@ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING •� - I TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SWILL BE Y4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATHEFt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. 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 N0. 2 OR BETTER. F6 = 1100 PSI AND A MOW LUS OF FOR STRUCTURAL CONCRETE, TMS 402/002-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6JML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 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 DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WITH TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf TOP CHORD -non-concu-nt REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES, 10 PEI BTM CHORD -—oncurrent #5 BAR - 30" #7 BAR - 42" PROVIDE 36' z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88'. 1990. 15 Pk TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ NO GYPCRETE) ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 psf BTM CHORD 5 pet BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 4Dpsf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED 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 WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Prn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE 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 ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE 9EPIA8 OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FIIL MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT 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. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94IC94M OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"POR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-12'FOR 06 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS l42- FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy =36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 111. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE S, 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 LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVAMZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPU—ON SIZE TYPE SPACING REMARxS APPLICADON &ZE TTPE REMARNI 14PT FUR NO TO MASONRY I CONC CASE HARDENEDCOL IT LONG. 9O,C GARIGEDDOF.UC TO MA ROCONC. 1N'tlA NO WASHER TAFWN MASONRY FASTE`ER EMBED., EMBED., 4` END tlIT., R'EDGE DST. SOD, PL E%T. DOORS HARDENED COL NIL 9'OC NDhWpOOM FASTENED WINTO ARAGEDOOR_ GTO YQ% —ANSIONEOLT fEOC tlIP �) 4'EMBED..TEND DST.. 1x PT, SEE NOTEe 11R'LONo STAGGERED MAEONRV/C , MASONRYIWNC. ­ERCONTACT 34"OC(IYP CIA) 3'EDGE DST. WINOYw1— CASEWIRDENEDCOL 9.OIC NOONg000.—T.M w'INTOMAs.Rncorve. MET&STRAP TO THIS ENGINEER FOR SPACING PT, SEE NOTES NaL1 uz'LONG. E—DEREO MAsoNRYlccelc REQUIREMENTS E%T. BWSNG DOOR E-N L PT. SFE NOTES (�)SH S'YNA NO WASHER 'TAPCOJ' PASTIER 14 CK; 11. EMBEDe"END. DST, 111 EDGE DST. OJ.BEARING WOW TO WNC. eIFB 1/]"° AMSION d"EMBED. 4"ENO WI WASHER $4 QC DGT., 3" EDGE IT n wINDDw sua al3e°PAP xx Ire• rac ND. Dsr. 11lY PT T09TE CW-SEE I.A.— 9TAWERED 4 EEDGEtlST. NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SMALL 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 B. WINDOWAND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A MOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBER6 ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774- 078 www.abdesigngroup.com AA #: 0003325 C 4 14 6 � j V L, IL SUHDIV. a Lolil ABBOTT PARK LOT #20 BLK. #9 PROJECw 04181.000-20091 MOD= 4EBB "1828-CALI" GAIswGE SWING: LEFT PAGE: DETAILS 160 MPH E C 12 PRINT 21 6/15 DATE: / SCALE: 1/4"=1'-0" SHEET sN1 r3 I © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX I 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) FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ - 12" O.C. MAX (INTO NELO OWOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX.-ol Ic- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS ® J-CHANNEL-/ J, t P11—T A 11 r V—VI 1/-�I.1\LL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'—wI=--SPAN 'Leto, SEE DETAIL'A'-� SOFFI��l SEEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD Afmh (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSNO / BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFITO —J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER TRUSS/JOI LOCATION NOT TO rBY OTHER EXCEED 24" O.C. INTO O7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT © �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. V C 1 r11 L M 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 'r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 16— AA #: 0003325 s2e sUHDrv. ae LOT ABBOTT PARK LOT #20 BLK. #9 PROJECT# 04181,000-20091 MODEU 4EBB "1828-CALI" GARAGE sWING: LEFT PAGE: SOFFIT DETAILS 16 H E . C 172 PRINT 6/15/21 DATE: SCALE: 1/4"=1'-0" SHEET SDZ %P rY � 713�' �v 4 1p