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HomeMy WebLinkAbout7756 Wheat Stone DrC)v a cc) 9 9-4EHB-HAYDEN 2 6 0 5 9 9 ` �J �(5 ` iImEhL � ALL WO9ilFAF .ei Ajv; CODES FOS�q NA O- D1tj . '41 p11 EL AND �T�HE,,))r��T.;r 1 IJaq�F d V E VV D" _2025 C 1R11141s �iN EXAM 3501 RIGA BILVID, TAMPA, FL 33619 Tel- (813) 549-1967 Fax. (817) 302-3134 • STATE OF FLORIDA BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FWRMATIRBUIIAING CODE, RESIDEMUI, A„V AEOVE LAV LAVAIOAY DATE DESCRIPTION 8TH EDITION (2023) •Aid. LOCAL AND STATE CODES A'C ALL ALI'. AIR CONDITIONING LUM ADJUSTABLE MC. ALTERNATE MPR. LUMINOUS MANUIINECABINET MANUFACTUREA mb iem 2-STORY CMu CONVERSION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN DR, HORTON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD :OCCUPANCY - RESIDENTIAL, GROUP R3 •CDNSTRIJCTION TYPE - 9B -MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH AMP AMPERAGE MIN. MINIMUM BD. BOARD M]' MErALTHRESHOLD Ci, CENTERLINE M7D MOUNTED CAB CABINET MTL METAL CLC_ CEILING N.T.S_ NOT TO SCALE CLR CLEAR O.c. ON CENTER CCJNC. CONCRETE PL PROPERTYLINE TAMPA, FL 33619 •EXPOSURE - c CPT CT P1 `ARP" PB CERAMICTILe PH. PUSH BUTTON PHONE PG A31-FRONT & REAR ELEVATION "J" TEL: (813) 549-196,7 FAX: (817) 302-3134 •1-STORY RESIDENCE _ .2-STORY RESIDENCE MAX. HEIGHT AS PER LOCAL AND STATE CODES D. DBL, D.G. DiA DIM. DRYER I, I, DOUBLE PLYWD DUAL GLNZED PR DIAMETER PT. DIMENSION R. PLATE PLYWOOD PAIR PRESSURETREATEU RISER PG A4J-LEFT & RIGHT ELEVATION "J" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN DISP. 1)P. DR DS DISPOSAL RAD. DEEP RAG. DOOR REF DOWNSPOUT RM. RADIUS RETURNAIRCRILL REFRIGERATOR ROOM PG Pl-PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN STATE OF FLORIDA + SQ.FT. CALL, S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 1)I'L. D W. EA. FIX I7Q Exli. ExT P.G./PX. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.It. EQUAL 3I1T EXHAUST SHTLIG. EXTERIOR sHWR Sim, FIXEUEL ROUGHOPENING SOLID CORE Exr Da SMOKE DETECTOR slNCLe BUNG SHELF sHEATHwc HOWER SIMILAR PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS IST FLR. LIVING 1104 60. FT. 2ND FLR. LIVING ISmI SQ. FT. TOTAL LIVING 2C.05 SQ. FT, GARAGE 437 SQ.FT' PORCH ELEv. 'J' 43 EQ. FT. F.G. GA Ass FUEL. GAS SL. SLIDING PG WA2-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEV. 'J' 30&5 50.FT, 6xIO PATIO 60 50. FT. FIN. R FLUOR. FINISH SLGI,. FLOOR STD. FLUORESCENT SwS SI.IDINGGLASs STANDARD SHEAR WALL PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 Fa.na. FTC, FRENCHDOR D FOOTFN TEMP. SECTION rEMPEREDGLASs PG WA5 -WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Gn, GAR. DISP. GAUGE THK GARBAGE DISPOSAL T.O.C. THICK TOP OF CURB PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 0Fl. GI_ GROUND -FAULT CIRCUIT T.O.P. TER T.D.S. I31AII PTYP GLASS . TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS GYP. ED GYPSUM BOARD U.N.O. ON LESS NOTED H.B. HOSEBIB OTHERWISE H.0HOLLOW CORE V . P. VAPOR PROOF HEIR- HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HGr.ORUT INSU L. HEIGHT W; INSULATION WU. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INr. INTERIOR wuW. w.I. w.L WINDOW WATER HEATER WROUGHTIRON ATER PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG 33-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.113-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4-SECOND FLOOR DECK PLAN PG 54.2-SECOND FLOOR DOWEL PLAN WRITTEN AB DESIGN GROUP WILL RESPOND TO TIMELY RFI"s IN WRITTEN/DRAWN FORMS IN A TIMELY PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES MANNER. AB DESIGN GROUP TAKES NO PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 W h s3 Q K � a w w It � A 0 Q 0 Q Q F 0 4 4 SUHDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE sWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C Nk rTE l` STA ID r r� r RO ABO CRA AR NO 937 3 PRINT 02 19 24 DATE / / SCALE: 1/4"=1'-O" S11EET cI GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C, SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA- THE ENGINEERED WOOD ASSOCIATION : PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 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. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9 THE ENE CONTRACTOR MUST TAKE MEASURES T CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE GENERAL CON RACTO US E 0 0 SI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/' PVC (SCHEDULE 40), INSULATED WITH''/:" AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10 THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL THE FBCR TABLES 2903.1 & 2903.2. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR DRAWING. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET A. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. R DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL V MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. 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 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-C1063-18b & ASTM-C1787. LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. -- 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, SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. 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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E www.abdesigngroup.com AA #: 0003325 E; w � Q 0 a o w o z 9UBDIV. & LOT• ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL 4EHB "2605-HAYDEN" GARAGE sm1wG: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C STATE O . IQN �`7r ROLAflD a AEO CRA AR NO 93 n A ET 02/19/24 SCALE: 1/4"=1'-O" SI3EET G N ro -1011 101-0" PATIO oV£RHaNG OF ROOF ABOVE r ------- I H.B. 3052-SH 606E 51S.D. (2) 3052-6H EGRESS I i I BEDROOM #2 I c0' OOM LIVING a'-0' CLG. ROOM - C I FLAT HDR e Fl I AP,F. C2) 206E I I I A I rygj0� � QOIO z m IcvIG POTv G�BATH #2 THUwBR/ C 8'-0' CLG. B I KITCGHFN o�� ;` 1 1 I 3 P I I I I °ip�I I I I C I � I � I 3'-0" 2' gu8 - 8�_0. I i2'-10 11 -10T 3'-8" `n i_ry pp'�,i REFi __ — AIA STAIR DATA 286E 5C W.H. 15 RISER 61.52" 20 MIN. 3-SH i �., C —�-- /jy3 14 TREADS 0 10' LgpLLARD AS REQ. PER BLDG. FLAT HDR 'e CODE II �'-6' AFF, 13'_0" II 4'_8" I'_o" GARAGE III vino FLEX D e� FOYER 8'-0' CLG. AIA III 6' 8'-0' CLG. III FLAT HDR 0�I l'-6' AFF.�III ±� III -' 3a 3052-SH-v q�l 4'-5"2'-10" 9'-II" I PORCH @ 6' -0' X T-O' O.H. I v .; -------------------- 20'-1" FIRST FLOOR PLAN SCALE: 114' = 1'-0' NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 315' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE a ITS ATTIC AREA BY NOT LESS THAN GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2023 (8TH ED.) 302.1 ro —, COMPONENT AND CLADDING WIND LOADS BASIC WIND EM IIFiE FOR 3 SECOND GIM OPENINGS SOUAw ZOIE 130 MPH MID MC FEMAPoCS AND TYPE FOOTAGE MIN. WINDOW 10 5 36.6/-49.0 CRITERIA EXTERIOR SWING 20 5 352/-46.2 DR. MIN. CRITERIA S.G.D. MIN. 41 5 33,3/-423 CRITERIA 160T0 O.H.D. 112 5 30.9/-37.5 12'x12' SOFFIT 1 5 36.6/-49.0 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT —II, EXP.=C, MEAN ROOF HT. = 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE, 0911023 SQ.FT. CALC.'S IST FLR. LIVING 1104 SQ, FT. 2ND FLR LIVING 1501 562 FT, TOTAL LNNG 2605 SQ. FT. GARAGE 431 SQ, FT. PORCH ELEV. 'J' 43 50. FT. TOTAL ELEV.'J' 3085 SQ. FT. 5.10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND I I 8'-0' BLOCK WALL U,N,O ON PLANS BRG. HGT. VARIES 88' BLOCK WALL UN,O ON PLANS IT-4' ERG. INTERIOR LOAD BRG, WALL U.N.O. ON PLANS O 4' INTERIOR NON LOAD BRG, WALL UN-C. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE 6'-6' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W o W An A o W C C n i Sul3mv. 8e LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE S WING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C PRINT 02 19 24 DATE / / SCALE: 1/4"=1'-O" SHEET AI DBL. TOP PLATE m BAR DETAIL A SCALE: 1/2'=I'-m° (2)LAY ERS OF 3/4'PLYWOOD OR !) LAYERS OF 3/4' SUS j FLOOR MATERIAL RIPS FOR j SOLID NAILING li AH U SECURE TREADS TO STRINGER WM3)-b 3' SCREWS ® EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING i c _ 42' H. 1/2 WALL W/ 0 CAP W U 3/4' KICK = z PLATE Z F I. MAX. N051NG 10, IQ MIN. U STOR. i --= 3-2x12 9YP STRINGER REINFORCED W/2X4 SPF ip W/CONT. BEAD OF a ^� SUB -FLOOR ADHESIVE d Q O _ PL-400 OR SIMILARE A p = / EA HORIZONTAL RUN 2 X 4 RE-INFORCING 22dTRINGER SECURE W W-V O.C. 2X4 ATTACHED W/10d MASONRY NAILS 6 2X4 P.T. SLEEPER INTO SLAB WITHIN b' OF EACH END, 32' O.C. MAX. 42' HIGH HALF WALL W/ CAP 5 0 3/4' TiG SUB FLOOR I GLUED t SCREWED PER FASTENER A T T j�T . SCHEDULE t j � J j � I GIRDER 'FG2' j ' 9'-4 3/4" 21 PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE SIMPSON 'Lac, NOTE, STRINGER STAIRS RISERS TO CONFORM TO FBCR CONNECTOR AT BT14 EDITION (2023) EACH 2.12 MIN. TREAD•10' MAX. RISER-1 3/4' STRINGER 3/16' MAX. VARIATION IN RISER5RREADS ADJACENT TO EACH OTHER 3/b° MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABIL 11 Y WINDERS- MIN. 6' WIDE a STAIR DATA: NARROW END MIN. 11' WIDTH - 12' FROM 15R 9 1.52' NARROW END 34' MIN. HANDRAIL HGT. 14 TREADS 0 NOTE. I(D'+ I' N051NCs ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS, FBCR 302.1. STAIR SECTION BSCALE: HANDRAIL u 36' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311,13.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14°± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMEN5ION OF AT LEAST 4° BUT NOT MORE THAN /0 1/4" AND A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF IIS'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF 5UGH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1(o0l.8.1 / F.B.C. 2023 DRAIL SECTION (A-44 4'<I'-V HDR. DTL. D SCALE: 1/2 1'-0" NOTE= HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 x Ji h � 3 [y j N � U G w pQ C w 0 Q p Q 0 v z sUBDIV. ac LOT• ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH XP. C A I T: ST TE F RI A ROLAND AR NO 93723 PRINT 02 19 24 DATE: / / sCALE: 1 /4"=1' — 0" SKEET AI A 14'-2' 3052-SH 3052-SH EGRE66 (2) 3052- H 1. GRE66 I I � I� I BEDROOM #4 I UPSTAIRS ® BEDROOM #5 I I� CIv BATH#3 �s6vic ------------ r 8'-0' CLG. N W.I.C. ATTIC I W.C. r N ALCCESSJ — N o ?8 3'_4• - 2'-4° v— BEDROOM#1 4'-4' 3'-0' 2'-4' 3'-ID" m 6'-6' ^.� �IG 14'_0' I BEDROOM #3 BATH #1 'j 8'-0' CLG. I ® 8'•0' GLG. r e6& i- 9Nv I� ILL _I ti I� EGRESS Ip O Y W.I.C. IZ a w s'-0' CLG. - v Lt I 12040-5H (2)3052-6H �• EGRESS 14, -4' 5' - 4' 12' -4' 4' -0' 13'-4' 2'-4' 2'-4' SECOND FLOOR PLAN -- SCALE: 1/4 - I'-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 000332614 � F � � Q � � o z o F g 4 � a UU � C r i SUBDIV. 8e LOT: ABBOTT PARK LOT #32 BLK:l PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH E C 1 e N A. ABO �R NO 93723 � PRINT 02 19 24 DATE- SCALE: 1/4"=1'-0" SHEET 5HINGLE ROOF FYPON IS'X48" — DECORATIvE SHUTTER OR EQUIVALENT I-1'-4" 2ND FLR.h BRG HGT 6" RAISED BAND (TYP.) 9'-4 3/4' h 2ND FIN F� 8'-O' BRG. HGT.. a EN�— - 4" RAISED BAND (TYP.) O'-O' FIN. FLR.h _ I I7'-4' 2ND FLR.s, BRCi HCsT _ 25'-4' BLDG, H-T. ---- LAP SIDING AS SPECIFIED 12 �5 TRIM A ■ 4' FRIEZE - :DECORATIVE ao �_ �"�'_ I o"���„� "-'1■ o o ";'�I� HUTTER O�1�i�' SEQUIVALENT I In RAISED 7 ro S � 6' RAISED BAND 2" OPT. COACH LIGHT -- _-- -- _ O'-O' FIN. FLR, AREA OF ATTIC = 1585 SQ. FT, NET F RE EVENT [IT I ON AREA RE QU I RED = 1/300 REQUIRED VENT I LAT I ON AREA = 1585/300 = 5.23 VENTILATION AREA XSQ. INCHES PER FT (144) _ ]60.8 SQ. IN, MIN. REQUIREDVENTIIATION = .sx ]60.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGEVENTILATION AREA = 115 SQ. IN. PERVENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXT E RI OR OF WALL TO EXTERIOR OF WALL, N 0 OV ERHAN (3S I NCL UDED) �r--� O T q T , \L7II ' L E"T A T 1® T T TRICKY 2 GOAT CEMENT PLASTER APPLIED Jtl'Ifl,J 111 JOel V 1\�71I DI DIRECTLY TO MASONRY 4'x4' GALV, 'L'-TYPE SCALE: 1/4 1'-0' TEXTURED FINISH FLASHING SET IN ROOFING CEMENT FIBERGLA55 SHINGLES W/UNDERLAYMENT AS PER FSCR 2X6 SYP PT LEDGER W/ 905.I.LI. ROOF SHEATHING THICKNESS/2'xe' THREADED ROD 32' A9 PEP SHEET SNI. SECURED PER O,C. !WITHIN 6' OF EACH FASTENER SCHEDULE END MAX. SET IN SIMPSON SIMPSON LESR26Z HIGH STRENGTH EXPDXY 2ND FIN. FUR.(PER ELEVJ 6' MIN EMBED. 2.6 SYP RAFTERS OR PRE-ENG'D TRUSS - (PER ELEV.) ROOF SLOPE PER ELEVATION - 2X6 5YP PT LEDGER W/ MIN. 1/16' 05B SHEATHING 112'x8' THREADED ROD �CFFGE GUSSET TO BE SECURED TO I - 32' O.C. WITHIN 6' OF 2X6 MEMBERS W/ 8d NAILS EACH END MAX. SET IN VENT OFF RIDGE VENT 12 3' O.G. • PERIMETER -4' - SIMF-50N HIGH STRENGTH �5 6IMP50N LUS-26 W/ (12J 10d'> 2�_O� EXPOxY 6' MIN EMBED. TO LEDGER AND (8) 10d's TO 2x6 JOIST CHANNEL FOR SOFFIT TYP. I I 4'SCORED BANDING (TYP) r- L- A r- F II i A3J - 9'-4" 3/4' 2ND FLR. h FIN. FLRJERG. HGT. 1 -0 CLG. HGT.h 04BE, O 7YP. 6'SCORED BAND ING (TYP) I i O'-O" FIN FLR., REAR ELEVATION SCALE: 114 = 1'-0' TEXTURED FINISH -- BRG. hl,'_4"HGT. 2ND FLR OVERHANG DETAIL a A SCALE: I!2 t I'-O' 2ND FLR- ENGINEERED II.IOOD TRU55E5 a 24' O.C. FIN. FLR./BRG. HGT. SUBMIT SHOP DRAWINGS SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND GCMMENTS PLYWOOD SHEATHING 5EE STRUCTURAL 2ND FLR BRG. HGT. _ �' > -': A% (PER ELEV.) ROOFING AND FLASHING W/ DRIP raise STRAPS AND aNDHDRs EDGE PER MNPR. WARRANTY _ 96E srracTURAL REQUIREMENTS _ WRAP FASCIA WITH BREAK METAL MAecNRY eoND eE.en NEE eTa1DTURAL Ix2, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS , O'-O' FIN. FLR, VENTED SOFFIT PER ATTIC CALVE 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR. WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: 1/2 = I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-407S www.abdesigngroup.com AA t 0003325 y � ffi 8 w 0 �y z a o w o pw C N z SUBDIV. 8e LAT• ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 U0DET- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "J" 160 MPH EXP. C ffm A. AI NO PRINT 02/19/24 DATE: SCALE: 1/4"=1'—O" SHEET A3 J 9'-4 3/4" 2ND FLR, h FIN, FLR./BRCS. HGT, S'-ID" CLG. NGT,� 0'-0" FIN. FLR,h IT'-4" 2ND FLR. 6RG. S'-4 3/4" 2ND FLR. FIN. FLR. _. ENTRY 0'-0" FIN. FLR., DEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 = P-m' TEXTURED FINISH I'I'-4" 2ND FLR. BRG. HGT. o 9'-4 3/4' 2ND FLR. FIN. FL C-T. ,� "-C° BRYG. HGT OtO a ENT R oO'-O" FIN. FLR. IT-4" 2ND FLR. �51I HGT, 9'-4 3/4" 2ND FLR. FIN, FLR o5'-ID" CLC,. HGT. oO'-O" FIN. FLR. c � c SVBDIV. & LOT- ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: RIGHT & LEFT ELEVATION "J" %160 MPH EXR C OO DATE 02/19/24 SCALE:1/4"=1'-0" SHEET A4 J ELECTRICAL LEGEND SY/M�BOL DEFINITION NOTE5 -F--1 1251 OUTLET 20 AMP SINGLE POLE IIOV OUTLET II01 OUTLET I12 OF OUTLET WIRED ��ll TO'JLITGH GPI IIOV OUTLET EOUIPED W/GRNO FAULT NTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (41 WISE CONNECTION EXT. WATERPROOF GROUND FAULT 1 OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER �4 SWITCH 4-1141 OPER, WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR © VP PROOF LIGHT O VP VAPOR PROOF LIGHT O-C.-- CAN VENT. FAN I CP-I PER 50. Ft, VENT. FAN W/LIGHT I CFM PER 50, FT, VANITY LIGHT FIMURE (SPEC'S TBD BY BUILDER) 17 PANEL swo METER • SMOKE DETECTOR BAIT. BACK-UP W/HARDWRE CARSON MONOXIDE GATT BACK UP W/ HARDWIRE INt R-CONNECTEp 5/CO ® SMOKE DETECTOR COMSO SHALL BE A DISTANCE OF NO LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK UTA WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT 'A AIR CONDITIONING BEE E 2' UN O. A/ DSGGNtJEGT THIS SHEET TELEVISION JACK CEILING BOX REOURE OTO J J-BOX BE SUPPORTED IN ACCORDANCE W/BOX MARLED A5 9UCH FOR INSF�CTION (\ /J CEILING BOXTE CEILING F4N/LGHT UPPORRTED IN TO O SRDANCE W/ BOX ACCORDANCE MARLED A5 SUCH FOR wsPEcnoN nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' MCAN.ESCENT LIGHT STRIP n nnnnn nn 46' INCANDESCENT LIGHT STRIP FLOOD LIGHT PB. 918H-BUTTON FOR CHIMES �-�-• U60 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. T 2 T TI N ,NEC 2 • ALL 15 4 20 AMP BRANCH CIRCUITS t0 BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PEFE50NNEL ON FEEDERS. • WIRING METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE D164-WA5HER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEAN6. •.AJI PROTECTION- ALL SERVICES 6UPFLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (5PD). M THEA ONE OR MORE I20-VOLT, 2O-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO 6UFPLY BATHROOM(5) RECEPTACLE OUTLET($) REQUIRED AND ANY COUNTERTOP AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POUTER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. FOR VENT OR MICRO e t7 7 DINING PRE -WIRED ROOM LIVING cLG FAN ROOM j PRE -WIRED CLG FAN (2) OUTLETS BDRM. #2 5TACKED, ;rtH— _ _ / GI GFI L 6WITCH IN �-,- CABINET r I TO 2ND FL. r GFI I �I OUTLET swlrcH II FOR Dw KITCHEN -- BATH#2 'GF L o LI 5T� /I GF 1 ♦ L� - - �PAN, w GFI 6 44' B. FOR WH GARAGE I -� 5//C I DOOR BOLLARD . I AS REO. PER BLDG. CODE / I FLEX / 7 KEYLESS FIXTURE PRE -WIRED GFI Z CLG FAN Ili GARAGE Q uhl�/� FOYER DOOR w G PREWIRE1 GARAGE L HII-ICy PORCH FIRST FLOOR ELECTRICAL PLAN 5CALE: 1/4' = 1'-0' coacH LIGHT METER FIELD VERIFY LOC. IRRIGATION OUTLET o 40' AFF. I I I L I LED LIGHTING C SINGLE LAV. BATH "2 PROVIDE 3-22/0 CU, THUN . IY CU IN 2' CONDUIT OR 3 •410 AL, THUN . IK CU IN 2' CONDUIT OR 2/0 AL. 5ER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANGI 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION 5ERVICE DISCONNECT SWITCH AND 150 A'fP 120R4O VOLT GENERAL NOTES: H ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR eTH NEMA 3R ENCLOSURE MLO PANEL EDITION (2023). LOCAL CODES, AND ALL LOCAL POTTIER COMPANY REOUIREMENT6. 150ARP B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) N 1-I12" CIA SCHEDULE 6O PVC CONDUIT OR PROVIDE 3 •2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE GABLE TELEVISION ENTRANCE SER✓ICE ENTRANCE EQUIFMENT EOUIFMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -4 GU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR BTH EDITION (1023). 5/6" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA#: 0003325 h � Q rV�al m W J n 0 � N W nr C1 uu O wp Q Q Q p d iz- n SD C z SUBDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C oop A. A NO DA ET 02/19/24 SC ALL+': 1 /4"=1' — 0" SHEET TIIL�� l ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET 110V OUTLET I2 OF OUTLET WIRED �./ TO SWITCH GFI IIOV OUTLET EQUIPED W/GWD PAUL INTERUF'TER (TAMPER RESISTANT TYPEI 22mv OUTLET t4) WIRE CONNECTION IERPROOF T C#I CUTLET INNTRERRUPTERUND SWITCH SWITCH 3-WAY OPER W4 SWITCH 4-WAY O-R- WALL M-11-D LIGHT CEILING LIGHT © LED CLG LIGHT LED vAPOR ©VIP, PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. PAN I CRT PER so. FT, VENT. VENT. FANWILI.K i DIP, PER SO. FT. VANITY LIGHT FIX T5 D BY MILDER) 0 PANEL METER SMOKE DETECTOR BATt BACK-UP w/ HARDwI� ® CARBON MONOXIDE SMOKE DETECTOR Barr. BACK-uP w/ HARDWIRE INTER -CONNECTED CO COMBO SHALL BE A DISTANCE CF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER to BE EL=E�VIATED DISCONNECTMIN , AIR COND ITICNING TO BE 2) v UNO. A/G DISCONNECT SESALI ON THSWEET 7V TELEVISION JACK CEILING BOX REQUIRED TO Be SUPPORTED IN J O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTC14 CEILING BOX RD CEILING FAN/LKSNT i0 BE SUPPORTED TED IN IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP l]n Ol]OA 36- INCANDESCENT LIGHT STRIP n nnnnOnn 4a' INCANDESCENT LIGHT STRIP FLOOD LIGHT P.B. PUSH-BUTTON FOR CHIMES ~ USE, PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETINC, 1 i H CIRCUITS ALL 15 4 20 AMP BRANCTO BE ARC FAULT P'ROTECtED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN, CAPACITY OF 50 GFiM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS. • WIRING METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER. WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD). NOTES:iTrMS PROM CHI 5 TO THENEC A TO • ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO 6UPPLY BATHROOMS) RECEPTACLE OUTLET($) REQUIRED AND ANY COUNTERTO AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS. SUCH GIROUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120- VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER TH15 CIRCUIT SHALL HAVE NO OTHER OUTLETS. BEDROOM#4 ° — BEDROOM#5 UPSTAIRS @zr LIVING — — — — — — — — — — __ PRE -WIRED I CLCr FAN i CLC. FAN ! ° L o o L o _ LJ �� �1 � �v — — — — — — — L ,� L -- _ _ LAUN, — �_ I � LED LIGHTING BATH#3 �_ _--� - Y- -- -T�T` - ,-I (4DOUBLE LAV. OpPT " rJ BATH "3 uW.I.C. F I ova ----- i ��• / WALL MOUNTED / / O _ LICSNT W/SWITCH IN ATTIC L ° l� BEDROOM #3 BATH #1 }I F / I PRE -WIRED PRLS D I CLCs FAN L ° jGLCs FAN L I it I III %' i BEDROOM #i— El I` LED LIGHTING C& DOUBLE LAV. ----------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Eti kT �i G Z V rLLV V Q� Q h q pqp q Z SUBDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL 4EHB )'2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 00, DAB 02/19/24 SCALE: 1/4"=1'—O" SKEET E 2 T e lil r- - ll ` rue/ o lit i r icy LL 11 LC� 1-6 I Milli r:; 0 I iJli FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = I'-m' IF- SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' fr - 2' VTR 1-in LAV Z' MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E: a � w � � � U 3 W J � R ry C 2. n 9 svaDIV. ae LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWn-TG: RIGHT PAGE: PLUMBING PLANS (t60 MPH EXP. C RVARAW72 ACRA DATE 02/19/24 SCALE: 1/4"=l'-O" SHEET pI HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REOUIREMENT5. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLA56 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 OUT5IDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 603 C. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION (2023) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC OTH EDITION (2023) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. e. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC aTH EDITION (2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEGH DBF 5005TER FAN OR EQUAL. FANTEGH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN 4 CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL - — _-_-- -- PLENUM---AIR T y RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES SECURE STRAP TO GONG, CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT 5IMP50N WB ROLL STRAP y OR EQUAL AIR HANDLER - 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB 4` CONCRETE SLAB SXI 1/4' 5HT. MTL. SCREWSREFRIGERANT ARETUf-RN LINES TO CONDENSER UNIT PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD DRAIN, PER IN AN aTH EDITION 8TH FBCR EDITION (2023)) MECHANICAL BLDG. CODE NOTE: MAIN CD. DRAIN 3/4' DIA. ON ON SECTION 3012.4 OVER HEAD FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK G.O. PLUG SEE SPEC. BRA55 PLUG . CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION SOIL WADE 8240-K J05AM 56000 S OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TYPNT F -��� _ DINING ROOM 14' S/A LIVIN-C� ROO FROM ABOVE BEDROOM 2 BE M ,.�..% rT I I \------ -�------- - --�r---. 12X8 I - v -��.. -7 Y II v-----—� 12XI2 'T 14X6 1=455 _--- - - I' THRu BATH — — — — ---- 50 _. �` . i� KITCHEN II� I= I �T � _ i STOR. x — 111 L_ PAN F r_ 12X8 I,� aXX4CS:\ 8' S/A FROM ABOVE FLEX FOYER - - :- n�F nt I[ -I GARAGE I PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 3078 www.a bdes igng ro upaom AA #: 0003325 W � � � Q w w z a w w C n C SUHDIV. 8e LOT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 8TA F ( fkdRIDA E � R A. A ACR AA R NO 93 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET mI BDRM. #4 UPSTAIRS ni 14' S/A LIVING FROM BDRM. #5 ABOVE 12X8 [�1 f� Ix PASS M PASS l� LAUN THRU � S THRU X BATH #3TO Q !lST � e R/A _ — 50 h 0—� 16XI6 4' DRYER V.T.R. L4X6 — -- l w.i.c' �J plgS� S IOx"' -- Izxa --- 1 �' BATH 1 j BDRM. #1 s� srA FROM BDRM. #3 �V Bove III O 0 w.i.c -El SECOND FLOOR MECHANICAL PLAN SCALE= 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup=m AA #: 0003325 F � a 0 a o 0 0 g C r SLTHDIV. & LAT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT: 04181.003-32012 MODEL• 4EHI3 "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PER F L R_ PLAN PRE-FAB TRU55 1/2' CLG, BOARD I/2'-DRYWALL SECURE BT. 2X4 WOOp PLATE TO SLAB STUDS -24 WI / 0d MASONRY O.C. NAL ® 32' O.C. MAX 0'-0. FIN. FLR 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR. SLAB INC.) It: 5I UV5 IN PARTITIONS SUPPORTING, WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.C. OR, NOT LE55 THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NONBRG. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 505.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �� MTL. DRIP EDGE 2x FASCIA PER 1'-0 ELEVATIONS TYP. 014 �R-4.1 INSULATION VENTED SOFFIT WINDOWS AND DOORS U W/ WINDOW OPENING 5/8' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH T FENESTRATION HE MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.G. - � - � 8' GMU I/2GYP. WL. BD. WOOD BASE - -- , �--- " _- - 0'-0' FIN. FLR. ROOF SHEATHING: THICKNESS 15 ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBGR 2023 8TH EDITION, SECTION R301.1.3 AND 1io09.5.1. n TYP. WALL SECTION NO OPENING 9' DIA. SLEEVE, DO NOT CUT REBAR PIPE BOND BEAM O NOT CUT SOLID GROUT THE BOND W/ (l)- 5 _ BEAM (2)COURSE REBARS 2A PIPE THROUGH BOND BEAM p SCALE: 3/d'.I'-0' FIBERGLASS 6HINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1.1. 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—STORY HIP BLOCK WALL D1 SCALE: 3/4'=I'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D48&9 TYPE III OR TYPE IV UNDERLAYMENT. r=ASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2, CORNERS ON NIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (I-1/4' X 0.057' X 0.171 HEAD DIAMETER) FOR A 2" X 4' 5U5FA5CIA AND THREE FACE NAIL FOR 2" X &' AND GREATER 5U15FA5CIAL. CAULK AND SEAL GAB LINE SLEEVE FOR GA9 LINE B`CM11 Im Gw. wL. Bo. uncfl aASE 26 GAS LINE THRU BLOCK Dl FIBERGLA65 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023'305.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRU55 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT�-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR., 5' CMU n W/ WINDOW OPENING U CORDER BEAD IR' THICK. 2 COAT a' Cm SEE PORTLCEHENi gTRUCTURAL FOR Fl-A57 IR PLASTER APPLIED DIRECTLY TO R:INFORCEMENT MASONRY 2- PT.0 ... .... .., ... ...r,... .... ATTACHED R FILL CELL 46 PER PRODUCT APPROVAL REQ. (()) SEALANT 4 BACKER ROD S„5 WEATHER "TRIP y HOULDING ALL AROUND /BT GALV. STEEL `- DOOR HMIUFJ TRACK BRACKET" FASTENED TO WOOD JAMB PER PRODUCT GALV."TEEL OVERHEAD DOOR gpPROygy, REO, VERTICAL TRACK BY OTHERS BY MALFSI' LHIN. . IDE FASTENED TO TRACK BRACKETS RAH W/PRODUCT APPROVAL REO. a GARAGE DOOR JAMBS D1 SCALE: 1/2'=F-O' _2X4 5PF 24' O.G. MAX.— SECURE W/ (2) 12d NAILS A EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- 571FFEACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE -ENG WI TRUSS CONT. 2x RAT RUN SECURED PER/ STRUCTURAL DETAILS SEE ENERGY CODE FOR115 FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD — R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 9 24' O.G. 1/2' GYP. WL. BD. WOOD BASE 0'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION NO OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 2023 505.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 5' 2x FASCIA PER A#,X" ELEVATIONS VENTED SOFFIT 6 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4' = I' -O' WALL SHEATHING THICKNES6 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRU55 WEEP SCREED 2. P.T. SECURED PER STRUCTURAL DETAILS Cmu NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAI'I"IENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION 15 *4 WHICH USES (2) TWO LAYERS OF 45TM D226 TYPE II OR ASTM D48 9 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W � a z a a w o o S a o Q o a A e � C r SUBDIV. & LOT- ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32.012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C STA E IL I RID V R ALA. A ACRA AR NO 93 3 PRINT 02 19 24 DATE: SCALE: 1/4"=1'-0" SHEET FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS-- 24" O.C. MAX. METAL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED—� SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE-STOF FIBERGLASS SHINGLES WITH UNDERLAYMENT AS� PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS A5 PER SHEET SNI. SECURED PER FASTENER SCHEDULE 7 PER PRE-ENG LLD. TRU55 - LEVATION 24' O.C. MAX. - METAL DRIP EDGE r BATT INSULATION REFER TO ENERGY CALC5 FOR VALUES 2x FASCIA PER L5/8' GYPSUM BOARD ELEVATIONS ION OR 1/2' HIGH STRENGTH TYP CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT R-4.1 INSUL, REFERENCE STRUCTURAL 6 a wWINDOWS AND DOORS w SHALL BE INSTALLED pZ AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R704.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12" BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST V BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS CI-1/4' X 0.057" X OXII HEAD DIAMETER) FOR A 2" X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 6' AND GREATER SUBFASCIAL- STRUCTURAL g z 3/4' T 4 G SUBFLOOR k of 77 0 GLUED AND NAILED I/2" THICK, 2 COAT 114 45 PER NAILING 4-� SCHEDULE PORTLAND CEMENT w PLASTER APPLIED w DIRECTLY TO m MASONRY PER LEVATION IX2 FIRE -STOP SEE STRUCTURAL TT O.LrER LEVATION 5/6' GYPSUM BOARD - OR I/2' HIGH STRENGTH CLG. BOARD i LEVATION I I IX2 FIRE -STOP jR-4a 1NsuL. Q w ' w 0. � REFERENCE STRUCTURAL 1/2' THICK, 2 COAT IX2 P.T. FURRING PORTLAND CEMENT STRIPS e 24' O.C. PLASTER APPLIED 8" CMU DIRECTLY TO MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP O a w w BATT INSULATION REFER TO ENERGY CALC5 FOR VALUES 5/5, GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL 3/4' T t G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE ER ELEVATION 'kpER LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG, BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS o 24' O.C, 8' CMU 1/2' GYP. WL- BD. WOOD BASE GR� 8 GRADE <. Ll LINE W/ WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 5CALE: 3/4'=I'-0' 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 B q � � a 3 � � 3 v o C r C SUBDIV. & LOT• ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 1DATE• 02/19�24 SCALE: 1 /4"=1'— 0" H SEET D2 TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (U 1/2' x a- J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER + NUT OR W/ (2) 1/2' X 6' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/e' WASHER + NUT— OO TO BLK W/ 1/4' TAPCONS 1 1/2' EMBED., 8' O.O, 4' END DIST., 1 1/2, EDGE DIST. SIDES, 2x6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 5' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/6' WASHER + NUT. (1) WITHIN S' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED, r1 G m NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D3 SCALE: Irs•.r-m• 2X4. SECURE TO BLOCK W/ 3/16, TAF'CON5 (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 V4V WITHIN 8' OF EACH END + IS, O,C. MAX SPACING, 3/4" BUCK CONNECTION 2 TO 3BLK DETAIL 2X4 CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END + IS. O.C. MAX SPACING. 2X4:® SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8` OF EACH END a IS' O.C, MAX SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END + IS, O.G. MAX SPACING. 2xa: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END + IS' O.G. MAX SPACING.-" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') 8' CMU 111' DRYWALL CELL TO BE POURED SOLID W/2500 F51 CONCRETE REINFORC W/ (1) "5 VERTICALLY I'X4' P.T. NAILER 1/16' 0-5.5, X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLK DETAIL 3 bCALEV4 . I'-0' 2X6: ® 2X6: cm SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS CMIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8° CMU MIN. EMBEDMENT I I/4') MIN. EMBEDMENT 1 1/4') 1/2' DRYWALL WITHIN 8' OF EACH END 6' CMU WITHIN 8' OF EACH END S.lx4 CMU + IS, O.C. MAX SPACING, + W O.C. MAX SPACING. S= P.T. T 5L FRAME MIN. I/2' DRYWALL 1/2' DRYWALL SECURE TWIRL FRAME + ❑ I I.T. 2Xa: RE ❑ 2x8: RE ❑ EMEND-I/4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK BLOCK W/ 3/16' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER TAPCONS OR CASING (MIN. SHANK SIZE .145 T/16' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING (MN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 30O MIN. EMBEDMENT 1 114V DOOR CASING MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT I-1/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW + 16, O,C, MAX + 18, O.C. MAX + 18' OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS, ATTACH TO 2X PER ATTACH TO 2X PERMANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END + IS' O.C. MAX SPACING. 2X6: CM SECURE TO BLOCK W/(2) 311W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4V 8' CMU WITHIN 8' OF EACH END + 18' O.C. MAX SPACING. V2' DRYWALL 2X8: ® 1'14' SECURE TO BLOCK Li P.T. NAILER WK2) 3/IW TAPCON5 (MIN SHANK SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a O.C. MAX DOOR JAMB OR WINDOW A SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +1 1/2" �JW��DOW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +1 15/16" �J�IND�OW TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END + I8' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2x6: ® ON OUTSIDE + SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' W/(2) 3/16' TAPCONS (MIN. SHANK 51ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END S. CMU 1 18' O.C. MAX SPACING- DRYWALL 2X8: SECURE TO BLOCK ETI'X4' W/(2) 3/16' TAPCON5 P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END E 18' O.G, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE5 DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �WINDDW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �W1N�OW TO ALO(K +R" 2X4: CEO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. NOTE: HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END + 18' O.C. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. 2X6: CEM SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END + 16, O.C. MAX SPACING. 8 CMU I/2' DRYWALL 2x8: SECURE TO BLOCK I'X4' W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 1/I6' O.S.B. X 4' MIN. MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR CASING t 18" O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +3 7/16" TO BLOCK +3 7/16" �W�IND�OW 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3116' TAPCONS (MIN. I/A' TAPCONS (MIN, SHANK SIZE .145 MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END + 18' O.C. MAX END < IS' O-r— MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE + SECURED 2X6: mm ON OUTSIDE + SECURED SECURE TO BLOCK THROUGH NON-9TRlJC7URAL SECURE 70 BLOCK THROUGH NON-STRUCTURAL TAPCONS 3/16' TAPCON MIN. 1-1/4` I/4' S (MIN. 3/I6' TAPCON MIN. I-I/4' (MIN, SHANK 912E .145 (MIN, SHANK EMBEDMENT INTO BLOCK SHAWK2NK .145 SHANK 512E .I45 MIN. SIZE EMBEDMENT INTO BLOCK. MIN, HEAD SIZE 300 HEAD SIZE 300 MIN, MIN EMBEDMENT 1 I!4') 8' CMU EMBEDMENT 1 1/4') WITHIN e' OF EACH END WITHIN 8' OF EACH END 8' CMU + IS' O.C. MAX SPACING. 1/2' DRYWALL + 1a. O.G. MAX SPACING. I/2' DRYWALL 2X8: ® I'X4' 2X8: ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING W/(2) 114' TAPCONS I' 4' MIN. (MIN, SHANK 51ZE .I45 (MIN. SHANK SIZE .145 P,T. X MN. HEAD SIZE 3m0 MIN. HEAD SIZE 300 I MN. EMBEDMENT 1 1/4-) 1ND 2X SECURE TO STRUCTURAL MIN, EMBEDMENT 1 1/4') DOOR CA51NG WITHIN 6' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 8' OF EACH END d 18' OC. MAX OF EACH END + W TO 8' O.G. MAX + 121' O.C. MAX SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" F ��OW 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F Ji � � Q a ° s g v O � Q Q p 0 a C =9 9 n m C m z IUBDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 1Dp ET 02/19/24 scAL c: 1 /4"=1'- 0" SHEET D3 CODE CDE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VOR ION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAVNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1105 2023 FBCR 12/31/2035 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.9 WAVNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAVNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1123 2023 FBCR 12f31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544-R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.2E MI WINDOWS &DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2035 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 1AME5 HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 DAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 DAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 DAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 DAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310-R2 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 RS ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188-RS MID -STATES ASPHALT&CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41586.1 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www. a bd es ig n g ro u p.co m AA #: 0003325 F m � Q a QQ a r a � tL14 4 C 0 3UHDIV. 8e LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT: 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C i f 7 R N¢�A. A� CRA L RN093 , PRINT 02 19 24 DATE: SCALE: 1/4"=1'-0" SHEET OI. FOLD INWARD . PT. A ®FOLD OI. FOLD INWARD • O I. FOLD INWARD . F?. A Pf. A ].GREASE . PT.B 3. CREA9E . PT. C 3. CREABE . PT. C FOLD C OVER PT. B TILL PT . C OUGHES BOTTOH PLANGE • „ BOTrcn RMYE WATER TIGHT SEAL. FOLD, QQ NQT GLY THICK, 3 GOAT CEMENT PLA57ER (FRAME), II' ]GOAT CEMENT PLASTER (_ WRB LAYER 7, FORTIFIBER 5UILDIW, PAPER (FRA'-IE aJLr) LIRE LAYER �, 5TUCCO WRAP(FRAnE GNLY) LAP LArE CF BIIILDIII WRAP OVER NA L NG FLANGE, STOP LLRB y' ABOVE 9HItY-.LE9 lFRAHE GNL ) A•�N FRAME OR CMU EXtER OR \ grlrcn A_ <_reeon \ ' S>,5 WALL FLA9RING \ Wao KDI� IWTFLABHING (SEE % \ 6 SHINGLE ROOFING � DRIP ECGE: OVERLAP EXTEND Irz' BELOW BREATHING, MECHANICALLY FASTEN 4. OG. MAX, ® KICKOUT DETAIL � MSTALL KIGKOJT FLASHING AT BOTTOH CF ROOF ! WALL INTERSECTION6 GHT REAL (BEND OR DD NOT OJT) )OD SHEATHING R GMU 25 LAYER •I, UCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT .ASTER (FRAME), 1/2" 2 COAT MENT PLASTER (CMU) ETAL LATH (FRAME ONLY) >P WRB < TAPE OVER )OF/WALL SCREED X5" V TYPE CONTINUOUS aLV. METAL FLASHING AIL TO ROOF DECK, NOT 1LL SHEATHING) 4P SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT �OF PER ELEVATIONS r� "L" FLASHING- N.T.S. LEGE D DRAINArzE PLANE (IURB LATER #I, STUCCO UJRAP) UJRB LATER #2 (FORTIFIBER — — — — — — PUILDING; PAPEiR) 1" IETAL L,A7L- X—X—X—X STUCCO -- UJOOD OR 7/1&11 ZIP UJALL 771 Sh4EATNINr--; ' SELF-ADHESIVE FLASHING — — NOTE: METAL L,47Li: LA71-4 TO BE PER SECTION R703.7.1 / Ae7I C10ro3-20188, MIN- 2.5 LBS. PER 50, TARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFI(_-ATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F S 14 14 Q w J o � � N r � a 0 � s po p0 C C v C TTIT 0 SUBDIV. & LIOT• ABBOTT PARK LOT #32 BLK:l PHASE: 3 PROJECT* 04181.003-32012 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C limm,!I� DRAINAGE PLANE (UJRB LAYER #I, STUCCO WRAP) WRB LATER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR T/Iro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — NOTE: METAL LATH: LATH TO BE PER SECTION R703,11 / ASTt-1 CIOro3-2018B, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH o" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT v 1111"x TOP 4 SIDES �B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' 7 —I PIPE THROUGH WALL 6' SELF ADHESIVE—-, FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ENT PENETRATION 1-i SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC METER INSTALLATION CUT OPENING IN APPROVED HOU5EWRAP FOR BOX INSTALLATION WRB LAYER *I, - STUCCO WRAP WOOD SHEATHING 5TEF l WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH WOOD lib' TEXTURED CONSTRUCTION „ �,�FINISH e WOOD FASTEN TO WOOD STRUCTURAL s� MEMBER ® l' O.C. MAX 8' CMU i _/' TO h' MID -WALL `. IIiEFP 4('PcFtcCc��t �J WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH m MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a° WRB LAYER *I, STUCCO WRAP CUT 'X" INTO't SELF -ADHERING X MEMBRANE FLASHING '� \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEF #2 APPROVED HOU5EWRAP WRB LAYER "I, BELOW STUCCO WRAP ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY 6(0 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D" FELT MEMBRANE FLASHING ENTERS BOX, OVER STUCCO SCRATCH APPLY TO FACE SELF -ADHERING APPLY COAT EDGE FLASHAPRovED AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. HOUSEWRAF, METER WRB LAYER "2, FORTIREER BUILDING PAPER CAVITY TO BE FILLED 57EF WITH RIGID POLYMERIC 5T F #4 ISOCYANOTE-POLYBLEND FOAM -("GREAT STUFF" OR SIMILAR) APPLY A SILICON ELA5TOMERIC BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH THAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL APPLY E-Z BEAD SECTION) MIN OVER 6�0 GRADE °D' METAL LATH FELT -PROVIDE SEALANT AT ALL � JOINTS AND -'- INTERSECTIONS PROVIDE STUCCO SCRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION 5 T E f= STF (o (�) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w ,14 £ Q j o GG � � v O 371317. 8e LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A. AB �CRA AR NO 93 1PRIN0219T 24 DATE: / / scALE: 1/4"=1'-0" sIKEET WA201 LEGEND DRAINAC3E PLANE (IURB LA1'EFR #I, STUCCO LRAP) WF-5 LAYER #2 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO _`--- WOOD OR 7/1&° ZIP LALL - SHEATHINC� i%�' SELF-ADHESIVE FLASHING — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTt" CIO& 3-20laB, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET &FECIFIC,ATIONS) 2 CORNER BEAD (FASTENER E SPAGINCz T" O.G.) �7 N CMU 1/2" THICK, 2 GOAT CEMENT _ PLASTER APPLIED � DIRECTLY TO MASONRY 14 CORNER BEAD C BLOCK I _ - —.- --F--i I r- -- I — -T I - — - -- I ---_ — -- T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.a bdeslgngroup.com AA #: 0003326 F o w a � a o 3 o o a Q o a MIN q SUHDIv. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHI3 "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RCH T S A OF FLO A IL YAA� HACRA AR NO 93 3 Df,pAR ET 02/19/24 SCALE: 1/4"=1'-0" SHE�E��T� UV A3 WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE B/ \ BARRIER -2 6xREVELAP SIDING / / / \ 6' SELF -ADHERING U FLASHING 6' SELF -ADHERING / fl- I FLASHING �� WEATHER RESISTIVE BARRIER -1 STARTER STRIP \ WEATHER RESISTIVE BARRIER •2 DO NOT CAULK OR I \\ o/, W SELF -ADHERING SEAL OPENING / FLASHING — GALVD METAL GALVD METAL 'Z' FLASHING Z' FLASHING DO NOT CAULK OR IY' X 6' SIMULATED I — SEAL OPENING UJOOD TRIM MEMBER STUCCO CASING I Y,4' x 6' SIMULATED -. U.00D TRIM MEMBER \ _ SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO C) BLOCK TO FRAME ��� TRANSITION 1\� LEGEND DRAINAGE PLANE (UJRB LAYER #I, STUCCO LURAF) LURB LAYER 02 (FORTIFISER — — — — BUILDING PAPER) METAL LATH x—xx—x STUCCO WOOD OR -1/1%" Zlf' LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE F ER SECTION RIO3.1.1 / 45TM CI0/o3-20ISB, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F nn N y � Q 0 Q A Q Q Q C C 0 C fl @ @ = B p r 9 9 r R A stTBDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT* 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C i it i A.AILABLESIZES MOUNTING ' fi AND 10- CARE SHOULD BE TAKEN IN KEEPING THE VENTPROPERLY ALIGNED VENT PIPE 15 SEALED IF UTILIZED NAIL 1N PLACE SHOWN IN 4GALVANIZED USING 1 1(4' NAILS AT EACH CORNER. HOOFING CEMENT SHOULD BE APPL ED TO ALL SHINGLE EDGES NEAR THE PREPMATION CUTOUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATIERCOASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTION ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE W1T1 VENT FAN MANUFACTURE'S PIPING CONNECTION T NSTRUCTo" DO NOT CUT I NTO TRUSSES OR RAFTERS WHEN CURT NO THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE hI THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE oF THE j 1 TOP AND SIOE FLANGES OF THE VENT UP AND UNDER ALLOMVEM FLANGES TO LAY ON THINGLEE OF SHHGLES. THE TOP OF THE SHINGLES. FFF ROOF HOOD VENT DETAIL 5CALE:NT5 EMPORARILY OLD -UP 1 SEC OU5EWRAP (O CUT HO'USEWRAPUCK FLAP UNC AT 46' ANGLEt HEAD MODIFIED T CUT INHCUSEWRAFFLINE OF WINDGWFOLD 111 HOUSEWIN AT JAMBSAPPROVED 1OU9EOVER SHEATHI— OVER ILA STUD WALLSLOPE SILL R ST ASPHALT SATURATED FELT NEOPRENE BOOT ASPHALT PLASTC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN FLASHING Al INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE$. ICAP NAILS, STAPLES) INSTALL OUFYJNT FLEXILRAP A5 TL FLASHING AT THE PLUMBING VENT DETAILS SCALE: NT$ LPT'LY 35- Nom— :ONTINUO-16 BEAC P SEALANT AT AM 9 AND HEAD LPPLY TO BACK < IINDOW NAILING LANCE IN LNE W/ OWES OR ED IDLES OR 6LOT5. \\ INSTALL 6' WIDE ADF$61VE - III FLEXIBLE FLASHRJG INSTALL 6' MATERIAL OVER DRIP CAP JOINT (FROTECTO-URAP SELF -ADHERING FOLD HOUSEWFEAP DOWN 1 TAPE BT-20XL a EOUIV) FLASHING OVER HEAD DIAGONAL CUT 1 FLAVINYL S (WITH END ACROSS HEAD OF DANG 'AMS))NAILI N ' FLANGE *T• WINDOW INSTALL 6' SELF -ADHERING EXTEND FLASHING OVER NAILING FLANGE AT 45, } SELF -ADHERING FLASHING V MIN JAMBS BEYOND JAMB I / FLASHING p INSTALL VINYL DRIP CAP EXTEND FL, V BELOW 61 FLEXIBLE F DO NOT SE FIN STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NTS STEP 4 malimml i 4 �li` APPLY wb' MEMBRANE FLASHING OVER JOINT 36'WIDE VALLEY FL4SHING OFASTNER5 W1Ti1N SCei OR HEAVIER FELT 6".—DIATERDNE S FASTJERS IN EN D OF SHINGLE UNDERLAYMENT �� ETTEND END SHINGLE ASPHALT I EAST 11'8EYO11 VALLEY CENTERLINE ROOFING CEMENT OFF T_ C CORN CORNERR AT 450EGREES ASHINGLES TRIM-2-SACK FROM VALLEY CENTERLINE NOTE: I. IT IS THE CONTACTORS RESFON515ILTYPRODUCTS TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY TSALLPRODUCTSIN"°°LNG HOUSEWRAP.SEALANTS USED DU DHERNG SCALE: NITS FLA9HINY.a MATERIALS USED DARING CONSTR'JCTIGN. .2, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAII SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IISS FOLLOWING COMPLE7ON OF EXTERIOR RETROFIT WCRK 11 REPAIR SCHEME 5140U.N SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 1-12U (O EQUAL) SEALANT e WINDCW/CMU JOINT, FLUID APPLIED FLASHN',s (LANDO WHITE -SEAL III OR EQUAL). SLOPE SILL TO EX NOTE, I. IT 16 THE CONTACTORS RE5PON5IBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS / SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S IN57ALLATICN INSTRUCTIONS AND AFY ROVED METHOD 1.1 OF FBC R103A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 W Ww.abdesigngroup.com AA #: 0003325 F pp N h w � � m Q V Lam-' O w Q w Q W Q e C � C ti m A 9UBDIV. & LOT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 moDEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH FXP. C PRINT 249 1 DATE: 02 / / ' SCALE: SHEET WA5 I - T/8' TEXTURED / � � FINISH s WOOD, 12' TEXTURED -- ------ - FINISH ® CMU -- 2xio SUB -BAND W/I"x4" NOTCH METAL LATH / _ - END, WRAPPED IN METAL FA5CIA WRAP I WOOD SHEATHING x x x x PEEL 4 STICK — OR cmu x x LURE, LAYER "I, I — DRIP EDGE I�� 5TU000 WRAP(FRAME ONLY) - x x x a x x — WRB LAYER -2, FORTIPIBER x < < x ,. _ � " E-_- - — _- -- -- -__ /8 I 7/8" TEXTURED • •••L - _,� BUILDING PAPER (FRAME ONLY) - FRAME OR CM U FINISH - 1000D �� zx6 suB eAND ROOFING CEMENT x - - -� FELT PAPER /8 1/2" TEXTURED FINISH O CMU DRIP EDGE x x x x x x D I METAL FASCIA METAL KCK OUT (E ERENCE POINT � W A Y " F OM R P R � a ®�� N N Y FOR WA OFF O L WALL � sTucco, I ° FROM SET OF GOMPONENTS) WOOD WALL METAL FLASHING, WRAPPED \ EXTERIOR WALL (FRAME OR CMU) MIN Y4" ABOVE BOTTOM OF DRIP EDGE \ NOTE: NOTCH FOR 2X& 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED W/l�'x4" NOTCH a FOR CLARITY DWRD IN ROOF DECK (BEYOND) — PEEL4S STICK �v / �v ROOF CEMENT DRIP EDGE, I" OFF WALL ROOF EDGE NOT INTO STUCCO) OMITTED FOR CLARITY -1/8" TEXTURED FINISH a WOOD, 1/2' TEXTURED SUB BAND DETAIL C WALL i FINISH a CMU ' / 2xr SUB -BAND W/I°x4" NOTCH END, WRAPPED IN PEEL 4 STICK ®EELEV,47I0N METAL FASCIA WRAP I" OFF WOOD WALL. SUB BANp 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/126 NAILS io"-a' O.C. MAX. 2x SUB -BAND W//2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 05) WALL W/KICK-OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ 2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Q) o 0 w � o o ii55 ¢ CIT C B C n N m a C 9 ° ° SuBmv. & LAT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL 4EHB "2605-HAYDEN" GARAGE STaNG3: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-1'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0 SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I GINDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1_ STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1l2" 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 FM-12x18 12" CONTINUOUS 19' - (2) #5 FM-16x20 16" CONTINUOUS 29' - (2)#5's FM-20x20 20" CONTINUOUS 2d' - (2)#5's (+)0"-0" FMC-16x20 16" CONTINUOUS 29' - (2)#5's - VARIES CW-12x12 12" SEE PLAN 17, - (2) #5's - (,Ho'-C" CWC-12xl2 12" SEE PLAN 12, - (2)#5's VARIES F-24x24 24" 24' 12' (2) #5's (2) #55 (+)0"-0" TE-1 8" SEE PLAN 8" - (1)#5's SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER FOUNDATION PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroupxom AA #: 0003325 4 w J o o a o n U y�j ww uu Q U Opp Q pp Q Np Q a Z � O SUHDIV. & LOT-: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C PRINT 02 19 24 DATE: / / SCALE: 1/4"=l'-O" SHEET s i MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED - - CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND I r £- FT GARAGE DOOR _ SPACING REQUIREMENTS SPACING REQUIREMENTS Iv -��— "{� . < m U - 11 _ I ��— FM I RECESS c CORNER BARS, SAME SIZE AS LARGER BAR o y ' 8" CMU WALL _ IN FOUNDATION WITH 30" LEG EACH l E m m z -- 8"CMU WALL z WAY AT ALL CHANGES IN DIRECTIONS ' �I - °J °'-o SO THAT THE STEEL REINF. IS CONTINUOUS I - _0,_0,� TOP OF SLAB TOP OF SLAB , I 'I MATCH AMOUNT OF CONTINUOUS BARS ?k CURB FOR �SEE \ VARIES �A- I,I v CONTINUOUS STEEL MONOLITHIC MASONRY UNITS SET AT ELEV: SLAB SCHEDULE BAR SIZE 48 BAR DIA. 1l -,I SEE SLAB SCHEDULE TOP OF GARAGE " - FOOTING REINFORCEMENT SEE SCHEDULE '� EXT. PORCH SLAB W/ 1!2 ISOLATION 4" CHAMFER (1 STORY) a 6" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB 4" CHAMFER (1-STORY) -" JOINT (WHERE • • #4 2q" Wl 1/2"ISOLATION 6" CHAMFER (2-STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) z SEE SCHEDULE #5 301, JOINT (WHERE -. • ` • SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR -D, BAR SIZE APPLICABLE ) z FOR WAD, BAR SIZE NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO AND BAR QUANTITY #6 36" E AND BAR QUANTITY #7 42" �` MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIORMONO-FOOTING2 EXTERIOR MONO -FOOTING CORNER CORNER BARS DETAoLE:3/4"=r-a' DOOR OPENING 3 4 @ GARAGE SCALE:3/4"=r-o' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16tl COMMON �- VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN BTM NAILS, 2-ROWS, 4" OVER LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 214 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w NEW REINF. BAR Q a No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE SECURED W! 2-PART o a SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. 2" CAPPED u 5 I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE 8", UNO J o FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. W/FLANGE BASE @ i SPECIFICATIONS FOR x w I USE AND SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT ' zPREPARATION OF ANCHORS W/ 10d x 1 1/2" REQUIRED WHEN NO 4 4 HOLE. COMMON NAILS FILL ALL UPLIFT IS PRESENT. SECURE FLANGE TO HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 2 1/4" o O Q ¢ > TAPCONS p. 6QQQ' > + 0'-0" +- 0'-0" .P TOP OF SLAB — " A TOP OF SLAB ' �4" CHAMFER (1-STORY) - 6" CHAMFER (2STORY) EQ. EQ SEE SCHEDULE EQ- i FO SEE SCHEDULE FOR MD, BAR SIZE FOR MD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY ��� BOLLARD %�� MONOLITHIC FOUNDATION r7-�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL `� U " SCALE: 3l4"=1'-0" (W/ UPLIFT) SCALE. 3/4"=1'-0" SCALE: 3/4"=1'-0" 5°ALE: 3/4"=1'-°" (NO UPLIFT) - (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL U 8"CMU 5 #4 REBAR @24" O C. @ CENTER OF LAP TOP PLATE A MIN. OF 48" SLAB AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED - NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP 70 OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS NO _ -' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ WALL W/ SYP No 2 STUDS SEE _ PLANS FOR SPACING. SINGLE <-' - BTM. PLATE TO BE PT. SECURE eT. ILATE TO 4 PROVIDE DBL TOP PLATE SLAB 1N/10d MASONRY NAIL a -c 4" CONC., REINF. W/ I 12" O/C STAGGERED. u 6"x6" #10 WWM ON " I ADDITIONAL METAL w 6-MIL POLY ETHYLENE CONNECTORS NOT / REQUIRED WHEN NO UPLIFT IS PRESENT. m 8" CMU WALL - _ _ ) +- 0'-0"�., POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) _ _ 1' �, VAPOR BARRIER ON WE CLEAN FILL TERMITE TREATMENT SHALL BE TOP OF SLAB 2X WALL FRAMING BORA-CARE '—" SEE SLAB SCHEDULE a SEE SLAB SCHEDULE M2"DIA SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO ". (2) CONT. #4 REBAR *- 0'-0" z GROUTED CELL, 4 FROM ENDS AND L F TOP OF SLAB E - "ISOLATED COLUMN PAD m CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX J 121 #5 REBAR ON CHAIRS \-�•-� POURED MONOLITHICALLY WITH �V L °• • " - - - - - FOUNDATION AND SLAB `. 2,000 PSF VIRGIN SOIL OR 95% SEE scHEDULE '• SEE SCHEDULE 12" MIN. DEPTH INTO w �> COMPACTED SOIL FOR MD, BAR SIZE AND BAR QUANTITY FOR wxD, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL - SLAB HEIGHT LESS THAN T-6" PER PLAN COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WA CONNECTION �,� FOOTING W/ BLOCK WALL 9� I v SQALE:3,LL "=1'-0" SCALE'. 3/4"=T-0' ( lO UPLIFT) P I FT) BCALE 3/4"=1'-°" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.co m AA #: 0003325 F w pp N Q 0 S o e 4 C 0 E 8 C 9 m C 9 A SUHDIV. & LOT ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL 4EHB "2605—HAYDEN" GARAGE STRING: RIGHT PAGE: DETAILS 160 MPH EXP. C A. AI NO PRINT 02 19 24 DATE, SCALE: 1/4"=1'-0" SHEET SI.1A 29'-5" 24'-4" IT-8" ---------- 12'-0ll 6-0" 2'-4" 7— 7 !El 19 c? E: 0 + 9 cJ c? I �o IT-4" Fa 7 1 1 2'-6" FIRST FLOOR DOWEL PLAN SCALE. 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 8 78 com P !j H: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 cl N c 9 a a tit R 11 r-SUIBDIV. & T ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN %160 MPH EXY. C HITET.- ST E F DA —7' PRn02/19/24 DATE: -TT SCALE: 1/4"=l'-O" SHEET S1.2 VOEUR BOAKRTTO AL" HORIZONTAL RARW/10 HROE GIERTTC D BOND BEAM VARIES PER ELEV. _ I -- -- a ----- _ CLEAN OUT REQUIRED I FOR INSPECTION m � 0'-0" FIN. FLR. m TIE ERTICAL REPAIR _ TO HORIZONTAL REBAR W/10"HOOK �- BAR SIZE 48 BAR DIA. #3 1 18" 0 #4 24" #5 30' #6 36" #7 4Z HORIZONTALVERTICAL REINFORCING SCALE: 314"=1' 0' OFFSET METHOD CONTINUOUS BARs'ZE 48BARDIA18- METHOD #4 24" HORIZONTAUVERTICAL #5 30" #7 REINFORCING 36 #7 47' SCALE: 3/4"=1'-0" #5 BARS 0 o� CMU UNIT DIMENSIONS ARE NOMINAL SIZES • I MASONRY SYMBOLS 3 SCALE: 314"=T-O' o w NEW REINF. BAR a w SECURED W/2- PART STEEL REINFORCING IN GROUTED --- - - — EPDXY. MIN. EMBED i CELL SEE PLAN FOR SIZE AND a g 6', UNO s .. SPACING REQUIREMENTS FOLLOW ALL MANE �- -- --- --- — -- No SPECIFICATIONS FOR a �m USE AND N m w u w # J PREPARATION OF a _ _--� - HOLE. 8" CMU WALL TOP OF SLAB TOP OF SLAB J—SEE - SLAB SCHEDULE, BAR SIZE 48 BAR CIA. e - EXT. PORCH SLAB " 4" CHAMFER (1-STORY) #3 18„ W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) STEEL REINF. OF JOINT (WHERE #4 24 BOND. BEAM APPLICABLE) MATCH STEEL #5 30" 6"PVC CHASE s N REINFORCEMENT PER SCHEDULE 3S 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42' ADDING BAR TO MATCH STEEL REINFORCEMENT BOND BEAM SEE SCHEDULE FORMD, BAR SIZE PER SCHEDULE 4 AND BAR QUANI PVC CHASE SCALE: 3/4"=V-0" THRU FOOTING 5 SCALE 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w a bdesigngroup.com AA #: 0003325 h h � 4 ph W Q 3 Z C w w S ¢ C C C =9 C 0 n M m r 0 O SUHDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C RO D A. A CRA AR NO 9= PRINT 02 19 24 DATE: SCALE: 1/4"=1'-0" SHEET S1o2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN 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 ACTUATED FASTENER, ZF 72 P8S36, 177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. HEADER SCHEDULE MARK SIZE 8. REMARK DESCRIPTION 1O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.0 S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (Ps1) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 Bx16 (1)#5 (1)#5 N/A GROUTED SOLID 662 MASONRY 3000 8x8 — (1)#5 — N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F32-1 T/1 M/08 8F32-1 T/1 M/OB UNO, PROVIDE B61 -' WHERE TRUSSES BE TOP OF WALL EL. 9'-4" I FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 66 AA #: 0003325 F W n u IMo � o � g o a C _n 0 SUHDIV. & LOT74 ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL• 4EHB °2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C T= ST T CF RI i e o u •«<f t� R LAN R A�� U 3 CRA PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET S I NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'k8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. j 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B L ! �qE -PLACE STEEL HEIGHT. _ Of �' REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST VV� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TVP. 8'kt6" --- OJ / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 COURSE COF BOND BEAM ORNER BAR W/ 30" LAP FOR EACH / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 1,�a. 6. UNO COMPOSITE MASON RV BEAM IS TO BE NOT LESS THAN i6" DEEP. VERTICAL REBAR W/ 10"HOOK / pOfE��� 8x16 DEL. BOND TOP OF _ BEAM W/ (1) #5 BAR - BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF _- -- _ `-- • fOpOV\�O W/(1)#5 BAR _ ."-�.- BOND BEAM - F =FILLED W/GROUT 3o•TVRIOAL �p«^O U=UNFILLED GROUT SOLID FROM __ __ TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH � BEAM, IF FILLED LINTEL. _ BEAM COURSE SEE NOTE 5 #S BAR IN BOND BEAM 16-1T/1 M/ B _ a" eP� 0a Bx8 PRE -CAST CONCRETE P09�fgP NOMINAL—�� LINTELCHED LOCATED PER MASONRY s?� HEIGHT # OF #5'S, TOP BEAM SCHEDULE _ _ R CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE -- BEAM DESIGNATION REINFORCING OF BOND BEAM T AT XFXX-1T/l M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM SCALE 34"=1'-0" ANDXFXX-iT/OM/OB INDICATES SINGLE BONG BEAM PLACED IN LINTEL 1 SCALE' 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT — TOP AND XUXX- 1Tli M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- iT/DM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION / SINGLE BOND BEAM AT LOWER ELEVATION �#5 BAR BENT AS SHOWN OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP J SCALE: 3!4"=1' 0" I PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 ,I ���II TAPCON OR DRIVE PIN (MIN II, SHANK SIZE.145 MIN HEAD WINDOW III SIZE .300 MIN EMBEDMENT 1 11418" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT = 3 114' 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW _ __ z `SLOPE SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 1/4") 8" - - _ v FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT -- "-- 2x8(MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND.BEAM II --1 PROEACH SIDEVIDE #5 BAR STEEL REINF. OF ATOF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE 3/ `V-(D" ARCHWAY FRAMING DETAILS WOOD SECTION FASTENERSPACING de=2"MIN, 2} MAX sa = 2 ?'MIN 9" MAX (2)2x4 s, =1 �" MIN, 2 ?'MAX e =�" MIN, 2 j' MAX da -2'MIN, 2 a" MAX =2 i" MIN, 9" MAX (2)2x6 sr =1 I" MIN, 2 ?" MAX MIN,2j"MAX de 2'MIN 2'j' MAX s =2� MIN, Y MAX (2) 2x8 s, =1 J" MIN, 2 }'MAX' e ='y" MIN, 2 f MAX NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ._ ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 q" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 4 = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 5 = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE'. N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.a tides igngro u p.com AA #: 0003325 � � 4 U 6 cl 0 0 S W o D, a 0 a a d o C � r A 871377. &LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SVnNG: RIGHT PAGE: DETAILS 160 MPH VP. C All A HI 8 ATE L DA p9 1 f RO AR NO 9 CRA PRINT DATE: 02 19 24 SCALE: 1/4"=1'-0" SHEET S2.IA IOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB /16-lT/OB /20-lT/OB /24-1T/OB /28-lT/OB /32.1T/OB TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 816-1T 8/20-iT 8/24-1T 8/28-1T 8/32-1T 8/8-18 8/16-1T/1B /20-lT/1B /24-1T/18 /28-iT/18 /32-1T/16 8/8-2T 8/16-2T 8/20.2T 9/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5687 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 75M 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1999 2560 3123 3666 4249 5' 4" PRECAST 411 411 5-4" PRECAST 1016 1806 2374 2944 3513 4084 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 V1247 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 71' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 607 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 a1a 1oa5 1365 n32 231s 2605 ass Tao 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14--0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 976 1133 PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 asa 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 1e7 326 365 451 5e7 sao 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19,-4„ PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es ig n gro u p.co m AA #: 0003325 w w � � 181 waS �' m v Q e ro 0 SUHDIV. & LOT• ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES %160 MPH IXP. Cff rr'r I 2NNQp A. A U ACRA NO9 DATA 02/19/24 SC ALE: 1/4"= V - 0" SHEET L2.2A 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W110d x 1 1/2" FOG 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. - 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN 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 HILT] X-ZF, POWDER ACTUATED FASTENER, ZF 72 P81336, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. GIRDER TO CMU WALL W/ �'. SIMPSON LGUM410SDS W/ (8) 3/8' x 4' TITEN HD ANCHOR AND (8) 1/4' x 2 1/2' TRUSS MANUFACTURER / ENGINEER NOTES: BIDS SCREWS TO GIRDER. 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8' BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X8(3Y"5Y")SYP. HTT4-5/8"DIAxY WD-1 PT., WOOD POST EXP. BOLT 5/S3.1A FIRE 3/4" SUB FLOOR -1_ 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTSI 3/4" PLYWOOD--' 4' I DRAFT STOP PRE-ENG. FUR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS IY I II II FT4 II II I I BII FT8 I IIE I II 11 II II II II II II II II t I FT3 I III II II 11 II II II II II II II II II II II II II II II 11 II II II I� II II II II JIIL,IIIL II 11 II I I�I II II II II II II I 1 I II �� II II II ��; 4�I ' 1B II II II �I u III II 2x4 WOOD WALL W/ n 2x4 WOOD WALL W/ N0.2 SYP. STUDS _ NO SYP. STUDS @ @ 12" O.C. AND AT 112" (( I ( III I I I I I O.C. AND AT EACH END EACH END III WD11 PROVIDE I I DRAFTSTOPPING -_; - --.- FTGBI . i i ALONG THIS u (2-PL LVL BEAM T TRUSS AS TO (� _ FT2A 4 H I II I LIMITAREATO ---__--- --�-- r 3.1 FIELD Dn �� �� i 1000 S.F. PER u F �C9 PLACEMENT I FBCR 302.12 �� f — - - — -- PRE-FABRICATED FLOOR TRUSSES @ 24" O.C. r 10A 3A -= W DIlL STUD I1 11 11 BE(8/21A> Ii I 1 I II' Ii i� II II II II II II II 2.4 WOOD WALL (I 2x6 WOOD WALL W/ W/ NO.2 SYP. (1) NO SYP. STUD STUDS @ 12" UNDER EACH TRUSS O.C. AND I I AND AT EACH END AT EACH END II II 11 II I II �� II I -rrF�' 3.118 I 11 II II It,��II II II II II II II it II II �/>II II II II II II II 11 �� it II n II II �� II II 11 _ I I 11 t 11 FT1 I I I I 11 _I it �� II II �� 11 II II II II FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" OWT 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 E. y� h �r Tr o A a4 aQ aQ � o q SUHDIV. & LOT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C R01,8W AR A. AA �ACRA DATE: 02/19/24 SCALE: 1 /4"=1' — 0" SHEET S 3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 4" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 z" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE, VERTICAL APPLICATION OR WRAPS OVER C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND "(7) 1/4" x 2-1/4" TITEN SCREWS TO CMU. (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER. lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3) 16d GALV. COMMON NAILS. 1.2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = (P1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U.2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) BQALE:3/4"=''-°" A SECURE BT PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. r,,RFLOOR TRUSS CONNECTION @ L.B.W. J-A`E 3'4'=1`°" (NO UPLIFT) NOTCH DEPTH 1/4'D O HOLE EDGE>5/8" HOLE DIAMETER 2/5'D SGL. STUD OUTER 1 /3 OF SPAN ONLY EDGE>6/8" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE. APT SYP #22"x4", (9) 10d x 1 '2" NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR jVr —(1)SIMPSONLGT3-SDS2.5 GIRDER TIEDOWN WITH (4) Jg" x 5" TITEN HD TO CMU AND 112) BIDS�' x 2 j" TO GIRDER 1 2x WOOD FASCIA J /Ijr'^yl / - ---- 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) " x 5" TITEN HD TO CMU AND (18) SOS a' x x2, SEE ARCHITECTURAL 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) �' x 5"TITEN HD TO CMU AND (18) SDS a" x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN,) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE 314"=V-0" GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/1 HDNAILS @ EACHCHEND T TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB GIRDER/WOOD POST CONNECTIONS 5 SCALE 3/4"=1'-0" BTM. J—HOLE DIAMETER C - SIMPSONHGUS28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 375"D DBL.STUD EMBED (36) 16d GALV. COMMON NAILS AND 16d GALV. NAILS 32 D - SIMPSONHGUS28-2 G <4800 LBS, U <2650 LBS W/ (4) 3/4-WEDGE-BGE-BOLT(J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 E - SIMPSONHGUS28-3 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 STUD NOTCHING WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL V f SCALE:11/2 6'-0 MAX (VJ/l X4) Oft 10-T MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114" x 2 1/4'' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM, CHORDOF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-0" O/C �- END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING O SCALE: 3/4"=1'-0" PERPENDICULAR TO OPEN WEB TRUSS Mac. FNo (2) 2X12 SYP. PT TRUSS BRG. SEE FRAMING PLAN 24° MAX W 24" MAX W/ o.W.r. ow.T. �sPACING FRONT TYP. TYP. END OF LEDGER o p 1 1z I/ 12• 12" V LEDGER BOARD 111 p W z (2) 2X12 SYP LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR Wl 2" WASHER & 5 1/2' LEDGER WITH O.W.T. MIN. EMBED. (TYP.) (2) 2X8 SYP. P.T. PARALLEL TO OPEN WEB TRUSS FRONT - co�,rRo�o..r.,�rzacom LEDGER DBL. 2X8 P.T. LEDGER � - ' DIA. x 10" J-BOLT OR WEDGE ANCHOR REAR __ BOLT W/ 5" MIN. EMBEDMENT IN GROUTED n LEDGER - - CELL W/ 1" MIN. DIA. WASHER TO BE SPACED 24" O.C. MAX, IN THE FIELD A R _-- AND 8" MAX. FROM THE END. SEE DETAIL A 1, ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4--0", 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T, FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE DISTANCE CENTRAL SPACING A DOUBLE SYP 2x8 1/2" IMIKENI 8" 24" 0!C MAX. E DOUBLE SYP 2x12 1 (2) 3/4'' 1 8" 24" O/C MAX. A. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314' x 10" EXP, BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT B. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS �„RWOOD LEDGER DETAIL (OPEN WEB) I V SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAL. - BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK Wl 1/2" DIA ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32'' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS S°A`E 3'4""°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ALTERNATE MATERIALS ll�1 / SCALE'. 3/4-l'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 j F x .Qi K o 3 n q� � � yyyQyyy A Q QQ Q 63 lY C � " A SVBDIV. as LOT ABBOTT PARK LOT #32 BLK:l PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SVrMG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) t.160 MPH F 4P. C CH C S AT OF L I I 5 J� ROLAND A.ABO CRA AR NO 9372 oj DATE: 02/19/24 SCALE: 1/4"=1'—O" SHEET Sae IA FLOOR DECK _ _ — — 2x6 PT TERMINATION _ _ 2x4 STRONGBACK SECURED TO BLOCKING SECURED TOW UL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS - NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TVPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING o SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SI MPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/10dx1 GIRDER TRUSS 1/2,,HDGNAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DBL PT 2z6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3'' O.C. 1ST PLY INTO LEDGER AND #8 WOOD SCREWS 10d @ 3" O, C.STAGGERED x 2" LONG @ 3" O.C.; UPPER PLY INTO 2x6 BELOW STAGGERED OFF CENTERLINE OFF 2X6: - - 3/4"AS SHOWN F CMU WALL - REINF. PER PLAN - _ SIMPSON A23 EA. TRUSS PER ELEVATION �.. o '12 N °?� ---- PER ELEVATION — 2x P T. CEILING DBL 2X12 PRE-ENGINEERED WOOD NAILER W/ -- LEDGER FLOOR TRUSSES MASONRY NAILS (SEE FRAMING PLAN) @ 12" O.C. - 1X2 FIRE -STOP - -_ SECTION DETAIL AT TRUSSES PERPENDICULAR 3 TO BEARING ON EXTERIOR WALL #8 WOOD SCREWS 2" LONG @ A O.C., STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A - 8T CMU WALL REINF. PER PLAN = 'a' X 6" TAPCONS -: FLOOR DECK PER ELEVATION woa O o^z - m PER ELEVATION 2x4PT CEILING 21` Max. PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES MASONRY NAILS - (SEE FRAMING PLAN) @ 12" O.C. ..- ..- 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL ��� NOT USED PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENGD WOOD STRAP TRUSS TO PL ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYR) @ 24" O.C. SEE SCHED. BELOW NOT SHOWN FOR CLARITY) MAX B 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR PER ELEVATION LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRUSS TO TOP PLATE BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2" ENGTH CGYPSUM STRENGTH A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER HE7 IN HIGH STRENGTH EPDXY 6" MIN. U < 990 LBS Wl (14) 1 Od SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO SLAB. EMBED. AT 32" OC MAX. GALV. NAILS. 16d TOENAILS CHEDUSEE SCHEDULE SECURE GABLE TO 2x8 P.T. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE BELOW FOR PLATE W/ 12d's 8" O.C. MAX U < 1420 LBS W/ (14) 10d CONNECTION —� GALV. NAILS EA. STRAP 2x4 OR 2.6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE FL#17239 GONG. POURED— PLANS FOR SPACING. SINGLE LINTEL COURSE BTM. PLATE TO BE PT. PROVIDE DEL TOP PLATE p: PROVIDE BLOCKING o' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 1Od x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT 2x4 SECURED /@O10'-0 FILL ALL HOLES, DO NOT USE H WEDGEE TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED OEC MAX. W NH off 10d x 3" STRENGTH 10a 1 Ob 1 Oi�i MIN 16" SCALE: 3/4"-1'-0" GABLE END BRACING W/ PRE-ENG OC MAX. GABLE TRUSS @ CMU WALL o� TRUSS TO POST CONNECTION A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4N3"SOS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2' SDS TO POST TRUSS CONNECTION L.B,W. POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U: 1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SCALE. 3l4"=1'-0" SIMPSON ABU46Z POST BASE <U:2,300 G 10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441. N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA #: 0003325 F S y � W � Z � $ 0 ot7� IQ v C 0 0 SUHDM & LOT• 44 ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROTECT* 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 160 MPH WP. C of Y. ROLAND A. 1AACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1'— 0" SHEET S3. I B VTCR OR MTS-12 SPACING (1) AT �i � i o�apopupc' Wi¢p:popW pOVpGp96G 9 VTCR OR MTS-12 EACH END AND 6'-0" O.C. MAX. ' g01iN \\ Ap1�giG�l 'j - SIDE VIEW PRE-ENGINEERED i� VALLEY TRUSS CONNECTION ' f SCALE. N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 W 4 J� o C, q Q a O C C c 0 c a C m JA svamv. & LOT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C R A. ABiCRA AR NO 9372 PRINT DATE: /19 24 02 / SCALE: 1/4"=1'-0" SHEET S3.IC 2' 6" 14. 2" 17'-2" 5-10" 4 2.1 211 l' W - U O _ 0 O W: �a tl 9'-4 - TOP OP3/4' DECK OPEN ' 0 a I i I I 3' 8" � 14'-4" iI I I I 5'-4" 12'-4" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.00m AA #: 0003325 F W h � � 4 � N U p p U C r O SUHDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003- 32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C �IA PRINT 02 19 24 DATE: / / SCALE: 1/4"=l'-0" SHEE�Ty 4 r 37'-6" 33'-8" 27'-8" � 23'-4" 16'-4" 1' 2" 6' 2" � I v N I ` N l-1 10'_4" 14'.2" i SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � � Q �u p w o 0 0 C � H A SUBDIV. & LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHI3 "2605HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN %160 MPH EXP. C -001 PRINT 02 19 24 DATE: SCATM: 1/4"=1'-0" SHEET S4.2 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'�, 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN 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 HILT[ X-ZF, POWDER ACTUATED 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. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED, HEADER SCHEDULE SIZE IZE &DESCRIPTION REMARK O (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (Psl) W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xl6 — (1)#5 (1)#5 N/A GROUTED SOLID B32 MASONRY 3000 8x8 (1J #5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES _ _ 3 e,4 8178-1T/OM/0B 8F8-1T/OM/OB SF8-lT/OM/OB e° �a 2 �� E o 2.1.01 $ A E % GT p GT `tl a' h d `a eg a9 No I I °a e U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, ,0'�9 TOP OF WALL EL 17'-4" aq � $ s� �fl � >a Q 41 ol 10 10, -1T:/OM/O2B—..—w.. — — —,.,, K: # 2.1 s — — -1 T/OM/OB '- — — — BF8-1uT/OM/OB — — — — — — — — — — SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes ign grou p xom AA #: 0003325 F h o U � Cj � td � oa w o z C v C z0 SVHDIV. & LOT• ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C R HI ST TE F RI®A I I �l , ROLAND A. ACRA AR NO 93723 00 PRINT 02 19 24 DATE / / SCALE: 1/4"=1'-0" SHEET S 5 "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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB /16-1T/08 /20-1T/0 /24.1T/0B /28-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8120-1T 8124-1T 8128-1T 8132-1T 818-1B 8/16-1 T/18 /20-1T/iB 124-1T/1B /28-1 T/1B /32-1 T/18 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 962 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 aosa 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6-6- PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 1 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 7-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 91-4" PRECAST 428 633 1593 2204 2481 2818 2621 9� PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 639 1674 z298 3081 4099 489s 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11 -4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 306 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 410 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 16-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 1s7 32s 365 a51 5a7 saa 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 596 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 669 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es igngrou p.com AA #: 0003325 w � �e 0 a n 4 9 9 w A Q a Q e C C 9 e C a � 0 0 SUBDIV. & LOT: ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C I �ky. ' RObmb A. ABOU"CRA AR NO 93729 Dp �T 02/19/24 SCALE: 1/4"=1'-0" SHEET S5. 5" 1 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ iOd 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 FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN 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 ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER g 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 4X6 (3 X"x5 Yi') SYP_ HTT4 W/5/8" DIA x 5' WD-1 PT., WOOD POST EXP. BOLT 5/S3.1A 2 O 0 O m K O LL N a 0 a 0 y✓� U U U U U U I 1A HIP - ROOF FRAMING PLAN SCALE: 1/4" = 1'-O" U U U 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � U a � J o 0 C � � A svBDIV. & LOT ABBOTT PARK LOT #32 BLK:l PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C t�t�����t��•t�t��"ILVAV�t�����tA"I'VA t�t���t�t���I�t�t1�_V-VAVAVA �t�t�t�t4 Y{ fttt • ♦tt• ttt�•t'I♦ IV, tTV. ♦t WX •VTV tf ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-22 ZONE 1 = -40.71 PER (-50.71) ZONE 2 = -61.40 PSF (-71.40) ZONE 3 = -71.75 PEE (-81.75) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: 0" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" 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 DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 21/2' 0.131 F1667 SCREW SHANK 170,000 RING ( RSRS-03 Bd RING SHANK, 23/8" 0,113 SCREW SHANK NHINGS PER INCH) PER RSRS-01 RSRS Bd RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAI- I EN UK I NUBS ROOF SHEATHING EXTERIOR SHEATHING y--- L,I---�--( -- 0 F USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 6d RING SHANK GUN NAILS AT 4 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ed RING SHANK GUN NAILS AT 6" O.C. AT —� INTERMEDIATE SUPPORTS OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED 1 PER MANUF. SPECS.) SEE DETAIL. LT L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 1Dd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ITO C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ IF" 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 7-22 aeT LSGa^oc. RIIv&BOTTOM EDGES „ 10tl RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT, TABLE FOR FIELD SPACING #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 '. FXT SHEATHING ATTACHMFNT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/41. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBINGAND SITE DRAWINGS. CONSULT pROVIDE 6%AIREMRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARC HI TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, 8t 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 NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF B PROVIDE 6-III CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON I OVIDGS.SEA O VAPORLED ELASTICITY = 1,400.000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AGO SPECIFICATIONS LAPPED 6INCHESANOSE ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 BOB OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 2023, BIF EDITION. SEE NAILING SCHEDULE ON PLANS. TOT E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH ON STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 WRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2"CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL ND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. GS O DRAWIIGNEDNGS 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: CONNECTORGTHPLAT S SHALL THICKNESS 03TAND MANUFACTURED FROM STEEL E E TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 A E A, A A MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. S OF GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 Ps f TOP CHORD-non--n—nt TVP. MIN LAPS SHALL BE AS FOLLOWS' iF4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD non-concurtent 95 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36° x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88, 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PSI w/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 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. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WIND: DEAD LOAD SPEED 023) MPH GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY IU SUSECONDC,RI LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED 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 NOTIFIEDTO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50pSf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TIME 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS W LL 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. MIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NOR SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS 0 HERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING ONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-07C6, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8, WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' 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 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A35/A36M, By =36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 Sik, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, By = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTORSHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+4- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC94IC94M OR MEASURNG, MIXING, TRANSPORTING, ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. 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. IF SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-VT FOR #5 AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-12° FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER —All- SIZEttPE SPACING REMARKS APP TO MASON­RY/S3NCH SD, IE SPACNG KS A RY/GONG A On., A OIG DGEOST ST., - SGD, Al EXT. DOORS 1x PT, SEE NOTE6 SE HARDENEDC �W.IL 11rz"LONG - - 9TAGGERE - — INTOMAEONRYICONC _ -- GARAGE DOOR BUCK OMASONRI/GONG 3;A,z°lol °R �„/Wg9HER EXPANSION BGLT 1315" pA) za" o (12"DIA) END 019T.. 3 ED-DIRT -H NEDCII s NDD TECNED METALSTRAPTD CONTACT THIS ENGINEER FOR SPACING "INTO oTB NAIL, 'LONG. AGGERE oNG. MA9oNRY/GONG. REQUIREMENTS G DOOR V10 TNER 18 bC 1. E ND. - aEEDGEE DST.1rz o.13A PT-ITIEELCOLUSEE wASHERA _ D NOTES W STA HIRED 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 SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. s s� .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i g n g ro N p. co m AA #: 0003325 F: h tt � Q O U IJ Ki � F 4 � � u, O R ¢ 0 Q A ¢ M tv. Q 9 Q y C F m A svaDrV. Ea LOT: ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT# 04181.003-32012 MODEL° 4EHB "2605—HAYDEN" GARAGE SVP'ING: RIGHT PAGE: DETAILS 160 MPH EXP. 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A'ECOR O51GNFw: rA C TtWSIY 9ENPLEU- SMrg, Spm I LOARW NNESISiANt'tAA'Yl. 6L4Y.rANPlL wiiHirv#.SU65tYe MA2a1M_ TEFL-�O[TkttSARIMUf Ppelyra RepNwl 1sNeEi 4l 9 &C ur b —u as 4§E sa rs _ nsc s 1xn �axr xE >a� s ee ca ar qxE c +E - ae ra s I FASTENER SCHEDULE Jz• aRr x rJ,B' xMN aar. ii�n, r ,� Yla" ,ce, - rN waa eL�R m . r FN nave vow ,-vz• 4!n• „x- wEe+T eAsfo m; naxw. eE„rrN siez*>.h 1wi � or.REkxn .s aruuwEa ro uAanre ERtlf4YrtNr e!o .wx wrrn ara &6.49? .79 .IGS P. Ie s as e I— �� j I.'9 0 5 1/2' J—CHANNEL/TRSM VINYL (No. 1100) .251—i -0.4�22 L-.).2J--'. 4" FASCIA SMOOTH ALUMINUM (No. 9700) Vi� AND TRIM SCHEDULE VINYL SOFFIT SERIES J-CHANNEL FASCIA 12" TRIPLE 4 SOLID i No. 0623 SOLID SOFFIT I!I!!! 12, TRIPLE 4 FULL-O-VE.NT 1/2' J-CHANNEL 4' FASCIA NO. 0622 VENTED VINYL ALUNINUN 50r ff N0. 1100 NO. 9700 12' TRIPLE 4 FULL-0-VENT ECD No. aa3s vENrEo soFFr, �~ BILL OF MATERIALS _ —j— :emu I,; FASCM - Si riNfANa ON AiEfi r {SEE NQre ,a 4M 514Et 1 5 9MRa T' x01Nrt1ER !4 1-%K WR C[ii NN S� x rltC +rAnx etmRr± S,AatE ,' xI.:Eaq,N e 9 a : s ni ' stxgw px sfN 1KRlG asn mAnAa flx .W 4ePep� rA9ptaEfE SCRER. !•N I saeea SRE2 t' !K WOCO 9a)TEM - 9G aa2 Wp. w:M BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O,C. INTO FRAMING RU SS/JOIST/I FASCIA WOOD BYOTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 2-114" FASCIA @ 16" O.C. MAX 0 STAPLES INSTALLED EMB. THRU SOFFIT AND X2 WOOD BATTEN 11 J-CHANNEL AT NAIL QSTAPLES INSTALLED HEM AND IN VALLEYS THRU SOFFIT AT NAIL OFFITO HEM AND IN VALLEYS STAPLES INSTALLED @ OFFIT 1U IT O.C. MAX (INTO DETAIL B 0FASCIA -CHANNEL(D 7OWOOD) IN J-CHANNEL J-CHANNEL O 'MAX slur a'MAx. J-CHANNEL FASCIA DETAIL A 2X2 WOOD BATTEN 10 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH FASCIA ON TAPLES INSTALLED TRUSS/JOIST/RAFTER THRU SOFFIT AND LOCATINOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR IS) TAPPING SCREW, 7O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND STAPLES INSTALLED FASTENER SPACED 24" J-CHANNEL AT NAIL O 12"00 MAX (INTO M O.C. HEM AND IN VALLEYS WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 1T O.C. MAX. (INTO OF CONCRETEWASONRY) -CHANNEL(D J' MAX. DETAIL D (DSTAPLES INSTALLE J-CHANNEL THRU SOFFIT AND FASCIA J-CHANNEL AT NAIL HEM AND IN VALLEYS (DSOFFIT (DJ —CHANNEL'" J' N DETAIL E J-CHANNEL 11 1 X2 WOOD BATTEN BATTEN 10 O SOFFIT NSTALLAON SCREW , QJ-CHANNEL BATTENATTI TCHMENT © "MAX. FASTENER SPACED 24"(D MAX O.C. TLES INSTALLED@ DETAIL C 12" APO.C. MAX (INTO (D WOOD) IN J-CHANNEL J-CHANNEL OSLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 21/4" NSTALLATION SCREW, EMB. BATTENATTCHMENT FASTENER SPACED 24" ID MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL OSLOT 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. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) ' CONCRETE, CMU OR WOOD Aflib (NOTE. CONCRETE, SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEa) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END aETAit k ... 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 sift?:it.- M -Tt STALL A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 .yf5 t-i • I'[Fllijiiv 9S � Jili .al LC—V tea, 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W j e V 3 O 4 9 Z � 9 Wpp pp QQ C C v C z q SUSDIV. 8e LOT: IN ABBOTT PARK LOT #32 BLKA PHASE: 3 PROJECT# 04181.003-32012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C 1 qa J- PRINT 0/24 DATE: 2/19 SCALE: 1/4"=1'—O" SHEET S D GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." VENTING TO OUTSIDE OF FASCIA EAVE SHIM HARDIESOFFIT® (WOOD) VENTED PANEL SUBFASCIA MODERATE CONTACT LtHVt HF't'KVYKIH I t GAP AND CAULK SIDING FRAMING MEMBER NG ER H-JOINTE t5A I I tN FRAMING MEMBER ING 4ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT O O 1" FROM END OF SOFFIT 3/8" FROM END OF SOFFIT 0 12" WIDE SOFFIT =P FASTENERS kWAY FROM CORNERS " IN FROM GE OF SOFFIT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F � §j w � w a o a It o a 0 164 SUHDIV. & LOT- ABBOTT PARK LOT #32 BLK:1 PHASE: 3 PROJECT* 04181.003-32012 MODEL. 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH W. C R A. ACRA AR NO 93723 DA r-PRE 02/19/24 SCALE: 1/4"=1'-0" SHEET S D 2