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99 20005 04EHB -HAYDEN 99 ,ALL VVOi K SHALL COMPLY WITH PREVAUNG 'ODE,,FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE, AND THE CITY OF ZF-PHYRHILLS ORDINANCES i SEP p 12022 REViEW DA vITY OF ZEPHYR"' HOMES PLAN EXAMINER 12602 TELECOM E)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -Fu mA BuMm coD& RcgWWjU, ARV. LAV. LAVATORY DATE DESCRUMON DR HORTON HOMES 12602 TELECOM DRIVE 7MWfMN2 =) -AU. IWAL STATE CM :OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FDISH - CLASS B A/C ALT. AMP. BD. CL CAH. CLO ABOVE AIR CONDITIONING LUM. ALTERNATE M.C._ AMPERAGE MIN. BOARD M.T. CENTERLINE MTD. CARNET MTL CEILING N.T.S. LUMINOUS MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE �,� 2-STORY �iMV (-ONVERBION ARCHITECTURAL SHEET DESCRIPTION ��� BID SET 188UED PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN 02AW ADDED ELEV.'J' 4 K' WITH SIDMG PER MARK BOLES 02AC/I6 BtO SET RE -ISSUED OMIT/IB FOOTING REVISION PER M. SOWES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE _ C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MA1 HEIGHT AS PER LOCAL CIA. CONc. CPT C.T. D. DBL. CLEAR O.c. CONCRETE PL CARPET P.B CERAMIC TILE PH. DRYER PIT. DOUBLE PLYWD. ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG ASK -FRONT &REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" 06AS�B I - JOISTS INCORPORATED INTO MASTER PLAN GONTRUGTION DOCUMENTS RE-188UED ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL AND STATE CODES D.G. DA. DUAL GLAZED PR. DIAMETER PT, PAIR PRESSURE TREATED rm DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 5I2A PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DISR DR. DA. DTL. D W. DIMENSION R. DISPOSAL RAD. DEEP RA.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER Sc. RISER RADIUS RETURNABiGRILL REFRIGERATOR ROOM ROUGHOPENING SOLIDCOREEXTDR PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PLAN MAINTENANCEOP. -STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALL. S REVISED LINTEL SIZE AT FRONT ENTRY DOOR 044*A UPDATED LEDGER BOLT SIZE 4 SPACING IST RR LIvM 1104 $a FT. 06/150" REVISED I -JOIST LAYOUT 06%VI9 ADDED LED L&4TS TO KITCHEN 4 BATHROOMS PER MAR, BOWS ROLAND A. ABOUCHACRA A O. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ND FLR LIVING 1501 SQ FT. TOTAL LIVING 260D Sa FT. GARAGE 43i 8O. FT. POId-H ELEVB K' III 9GL FT. K' SUSS So. FT. TOTAL PATIO SoclO PATtO 80 So. FT. EA ELEV EQ. EXH. ExT. F.O./FX. F.O. FN. FLU. FR. DR FR. DR. FTC, GA. OAR. DISP. O.F.I. GL. EACH SD ELEVATION S.H EQUAL SHt. EXHAUST' SHTHG. EXTERIOR SHWR. FIXED GLASS SIN. FUEL GAS SL. FINISH STD. FLOOR STD. FLUORESCENT' sws FRENCH DOOR FOOTING TEMP. GAUGE Txx. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P INTERRUPTER T.O.S. GLASS TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLI ING SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTIONO3/094® TEMPERED GLASS T THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALE. ASSEMBLY DETAILS 01123AS ADDED STONE OPTION TO ELEVATIONS 'G%'H', 'J' t 1C' OW13/19 LEDGER BOLT SPACNG REVISED 02SAS AD= OPT. B'-0' CE0.MG HEKsHTB 01/01/t0 REPLACE USP CONNECTORS WITH SIMPBON CON$CTORB REVISED DETAIL ON SHEET 02 OPT. B'-0' CLG. HGT. 05/IIRO REVISED 9TAlRCASE ANp STAIR SECTION DETAIL 0V01RI 2020 F15C UPDATE 03/03/2I AppED SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD, H.B. H.0 HDR. GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE V.P, HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/06/I ADD FLAT HEADER • T-6' AFF. (&-0' CLG ONLY) PG S1-FOUNDATION PLAN PG SIAA-DETAILS DRAWING / CONTRACT DOCUMENT 00/16/21 ADDED 20' FOOTER OPTION REVIEW BY BUILDER HOT. OR HT INSUL. HEIGHT W/ INSULATION WD, WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. NT. INTERIOR WDw. w/H W.I. WINDOW WATER HEATER WROUGHT IRON 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 PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG 33.1A-DETAILS PG SSAB-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG SIS-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA M: 0003325 t11 IP vsDry & LOT ABBOTT PARK LOT #14 BLK #14 PHASE 4C R OJECT## 04181.04C-14141 MODMU 4EHB "2605-HAYDEN" GARAGE 8111MG: LEFT PAGM: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6 " PVC (SCHEDULE 40), INSULATED WITH 5 " AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTWC1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngroup.com AA B: 0003325 , 'i �+ a 04 0 T: IPROJZCT ABBOTT PARK LOT #14 BLK #14 PHASE 4 04181.041-14141 UODELt 4EHB "2605-HAYDEN" GARAGE BMRNG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C I Ra-A D A. ABOkc"ACRA L AR NO 93723 , DRtNT A= 02/07/22 BCALE: 1/4"=1'-0" B*rm= GN C DBL. TOP PLATE 0 M UABAR DETAIL SCALE:I/2'•I' 42' HIGH WOLF WALL W/ CAP 5'-0' LAUN. 3/4' TKs 8 GLUED 4 PER STAIRS Men" TO CONFORM TO FI3CR TTH EDITION (2020) MIN. TREAD•10' MAX RISER-1 3/4' 3A6' MAX. VARIATION IN RISERS/TFI ADJACENT TO EACH OTHER "' MAX VARIATION IN ANY RISER1TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO DE 1 1/4' .-V4' OR PROVIDE EMIVALGIT GRASPABILITY WINDERS- Mtr1 a' WIDE NARROW END MIN. 11' WIDTH • 12' FROM NARROW END 34' MIK HANDRAIL W.T. 8ED ACCESSIDLE SPACE WDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM DOARDS, FBCR 302.1. (2) LATMO OF 31W PLYWOOD OR (V LATERS OF 3/4' eU5 FLOOR MATERIAL RIPS FOR SOLID NALING SECURE 711 TO aTRNGER AHU WK3)a 3' SCREWS • EA STRINGER UNTHREADED BFUNC TO EXTEND BE7oNp THICKNESS OF SUE -FLOOR OWEATNMG IIAMMG SHEET) \ I \ 3/4' KICK 1-7-ATE STAIR DATA: 15R 152' \ r Mqx. No6iNO 14 TREADS s ®, \ im'. I' NOSING MIN. STOR. \ d) \ 5-2:d2 SYP STRINGER REINFORCED WI2X4 a" \ LLVCONT. DEAD of \ SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RUN 2 X 4 RE-nPORCIPYs • EA. 2 X 12 STRNGER SECURE W/Ud •'-S' O.C. STAIR SECTION B SCALE: I/2' • I'-m' 42' H, Vz \ \ WALL W/ CAP 2X4 ATTACHED uU 10d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN a' OF EACH END, 32' 01 MAX 0 �D HANDRAIL • 36' W/ 2X4 RE-MFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1B2 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 1}'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARCsEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 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 SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 CHANDRAIL SECTION SCALE: 3/4' • I' -(D' A%-�- DTL. D• I'-m' NOTE: HEADER FINISH TO ISE PER COMMUNITY STANDARDS F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774A078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003326 m o a a a BLTHDIV. AI: LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 MODMIA 4EHB "2605-HAYDEN" GARAGE 8WWG: LEFT PAGI M FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C 1 8CALE:1/4' B =3CT A1A 39'-8' S.. ll'11 .: .. o a •� 0 / R ■■■■■■■■■■■■■■1�� NMI�1'1"161f1r1 o 04 o+:!:!: ....... :!:!;!:!:IoG!:� .; ! Kiln UI:K o. - ME��-_ I I - SECOND FLOOR PLAN SCALE: 1/4 " 1'-0' FE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-77445078 FAX, 407-7744078 www.abdesigngroup.com L AA #: 0003325 c 11111113 SLJHDIY as LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT/ 04181.04C-14141 mODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C PRINT 02/07 22 DATE: / SCALE: 1/4"=1'-0" SHEET A2 25'-4' BLDG. W.T. _—'---_---_—'—'-- SHAKE SIDING II (TYP) 5 6' TRIM BOARD 6' RAISED BAND 4' FRIEXE BAND (TYPJ 11'-4' 2ND FL BF T FYPON DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND —� V-4 3/4'- 2ND�� - S'-0• CLG. HGT.,, OPT. COACH —� LIGHT 0'-0• FIN. 11'-4' 2ND FLR. �, _ BF2G. HGT. I' V-4 3/4' 2ND FLR , FIN. FLR./BR.3. HGT. �- 8'-0' CLG. WT. $____ 0'-0' FIN. FLR., -- FRONT ELEVATION REAR ELEVATION SCALE, 1/4 . F-0' TEXTURED FINISH ROOF FYF'ON IB'x50' DECORATIVE SHUTTER OR EQUIVALENT IT-4' 2ND FLR - $BRG. HGT. I I FYPON BKTIIXII OR I I EQUIVALENT I I 4' RAISED BAND I I 6' RAISED I I BAND (TYP) I 3/4' �*9'-4 2Nq O FIN. FLR. I 8'-0' BFKs. HGT. —$o ENTRY I I 4B I A I I TYP I I 4' RAISED I I BAND (TYP) I B' RAISED I BAND (TYP) 0'-0' FIN. FLR ate _ ,-I 4' p FLR. p BRG. GT. I I I I I I I I Ir �9'-4 3/4' 2ND FLR. FIN. FLRJBR:a. HGT. I �W-0' CLG. HGT. Iley aB I TYP. O� 0 FIN. FLR AREAOFATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUI RED 1/ 300 REQUIRED VENTILATION AREA = 1585/300 5.28 VENTILATION AREA X SO, INCHES PER FT. (144) = 760.8 SQ. IN. MIN. REQUIRED VENTILATION = .SX 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.41115 TOTAL#OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 TIC •AREA OF ATIS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG EXTERIOR OF WAULTO EXTERIOR OF WAU, NO OVERHANGS INCLUDED 1/2' T14M 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV.'L'-TYPE FLASHING SET M ROOFING CEMENT FIBERSLABB SHINGLES W/WDERLAYMENT AS PER FBCR 2X6 BYP PT LEDGER IW 90S1L ROOF SHEATHNG THICKNESS I/JMxS• THREADED ROD 32' AS PER SHEET ENI. SECURED F'CR OL. 4 WITHM 6' OF EACH FASTENER SCNCDUIC END MAX SET IN 9I7PSON SIMPSON LSU-26 HIGH STRENGTH EXPDXY 2ND FIN. FLR (PER ELEVJ 6' MIN EMBED. 2x6 SYP RAFTERS OR ROOF SLOPff PER --- I ELEVATION MIN. 1/16' OSB SHEATNING 2X6 SYP PT LEDGER DY 1/J'xS' THREADED ROD GUSSET TO BE SECUREP TO 52' O.C. 4 WITHIN 6' OF 2X6 MEMBERS W/ Sol NAILS EACH END MAX SET M 9. O.C. PERIMETER I'-4' SIMPSON HIGH STRENGTH SIMPSON Ll. UY (4) IOd'. 2�-0• EXPDXY 6' MIN EMBED. TO LEDGER AND (2) IOd'4 TO 2x6 JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 • 1'-0' ENGINEERED WOOD TRANS • 24' OL. SUBMIT SHOP DRAWNG6 SEALED BY PROFESSIONAL ENGIEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHING SEE STRJGTURAL 2ND FLR. BRCS NOT. (PER ELEW � - — - - ROOFING AND FLASHINGW/ DRIP 7R1#S *TRAPS AND /a1c11oIM EDGE PER MNm WARRANTEE eQ sTacTL4efL RECIlIR6'ENTS WRAP FASCIA WITH BREAK METAL SEAM as enucnwAl Ix2, 2x6 WOOD FASCIA SEC STRUCTJRAL FOR FASTENERS VENTED SOFFIT PER ATTIC CA ITS' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: I/2 I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 R f ra OL o SUBDIR & LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C 1pptojmcT# 04181. 4C-14141 MODZIU 4EHB "2605-HAYDEN" GARAGE BWMG: LEFT PAGE: FRONT & REAR ELEVATION "K" 160 MPH EXP. C PRINT 02/07/22 DATE: SCALE: 1/4"=1'-0" 8*Em= A3 K li'-4' 2ND FLRh ERG. HGT, 9'-4 3/4' 2ND FLR FIN. FLR HGT. 0'-0' FIN. FLR, FRAME DOLLN FOR FYFON BIGTIIXII OR EQUVALENT I7'-4' 2ND FLR, BRG. HGT. I 9'-4' 3/4' 2ND FLR. FIN. FLR./B�RG. THG S'-O'BRG-HGT.,, • ENTRr 0'-0' FIN. FLR.,, fir'---- LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT TYF'. 2ND FLR HGT. _ 9'-4 3/4' 2ND FLR- FIN. FLR _,0"-0' BR3. HST. ® ENTRY _ 00'-0' FIN. FLR. OFI I;j ' 2ND FLR. BG. HGT. 4-3 4,2FLR. FD - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -I-------- FNILHGT. ____-_______-_________________- -_______A$ 0 RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 0'-O' FIN. FLR I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 ti a avann►. & '<.OT ABBOTT PARK LOT #14 BLK #14 PHASE 4C PROJzcT# 04181.04C-14141 1[ODELe 4EHB "2605-HAYDEN" GARAGE SMING: LEFT PAGE: RIGHT & LEFT ELEVATION "K" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 128Y OUTLET 20 AMP SINGLE POLE ��! IIOV OUTLET IIOV OUTLET v2 OF CUTLET WIRED TO SWITCH � CA IIOV OUTLET WUPED uL42I M FALL MTDRIPTER rTAITER RESISTANT TYPE) 220V OUTLET (4) WIRE Cowa= ON W�+ F-1 WATERFIDOP GROUND FA1LT GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER N/4 SWITCH 4-WAY OPER ._i1 I-0 WALL MONIED LIGHT CEILMG LIGHT © LED CLG LIGHT ©VP L® VAPOR PROOF LIGHT O VP VAPOR PROOF LIGNT ORECOGED CAN HINT. FAN I CIM PER ea FT. VER. RAN WLiGHt I CFM PER 6O. FT. Y L Rxnm (eI•cero Teo by iTENT 2-0ULBWRAP ® {T AISOSC (RECESSED) 4',0 2-011-e U.RM AROUND CBURF.gCE FIVTJ 2' FLUORGCSNT 4' FLUORESCENT W—e—��-• 4' TRACK LgHT 0 PANEL METER • SD. EFIOKc DETECTOR eprr. w4ac_u,.Eels. E s YE.tls� !mI I WLL MONIED BATT SACK UP 1 E1012 DETECTOR W ® CANTON MPNMdCO Comm OiTECTOR OSW INTER-GOMECTED SHALL BE A DISTANCE OF NOT LESS THEN W FROM UALL FROANT LIGHT GAS NATURALOUTLET ► TELEPHONE JACK uAN aeY4aT Ipl2 p •E! ,IyEYAEIyE AIR CoNDITIONNa SEE Am ON 016024KT I-SN TELEVISION JACK CEILING Sox plocuom TO BE SU'PO[IED N O J-DOX ACCORDANCE IW BOX KAMM= AS SUCH FOR LNG SOX REGUI TOM sUFPORTED N CSILNG FNIA.IOMf ACCORDANCE W SOX ® MARIAS SUCH FOR pnaa 24' INCAtCESCENT 1.047 STRIP SS' INCANDESCENT �aDoaa LIGHT STRIP Cnnn�nnnn 4W NC4NDESCENN LIGHT STRIP FLOOD LK4NT F-IKEYPAD OPT. OE(.1RIrY 1 e PE, PUSH-BUTTON FOR CHIMES TSB FORT • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TO DE VERIFIED • HO EXXI NER PRE -CONSTRUCTION MEETDI& • ALL IS 4 20 AMP BRANCH CIROlRTS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM TTIN mRfON C2.2O) I NEC 21071 20R EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM E>G"T FAN TO HAVE MIN. CAPACITY OF DO C M INTERMITTENT PER ELECTRICAL FMSOVISIO NS OF SECTION MIDOT.B MOOR TTN EDITON (20201 • LAUNDRY ROOM AND DISHWASER RECEPTACLE SHALL SE OROU D FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • W1RING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF BjQ& TTHI ED (2=9?4 • ALL wow TO COMPLY WTH ELECTRICAL PROVISIONS OF THE FeCR TTH en (20)•2 • ALL L.AI•S^S SMALL eE eELEctm eY dJilDFJ2 AND FBC. ENEMY CONSERVATION CRESIDF3JTIAL FMERGT BPICIENCT) 2020_ lU EDITION RA04J IRRIGAT OUTLE 48. PATIO GOND Wp I I PCLG RE wFAN ROOM 1 a UVING ROOM PRE -WIRED 1 — CLG FAN 1rt BDRR#2 I GFI O \ I L SWITCH IN I I I \ ---------- GA0INET II lop T02NDFL.\ I I !'I � SWITCH GFI•`.I, OUTLET BATH#2 I OUTLET I I --- FOR DW 1 10 ♦♦x L GFI P.B. GFI • 44' GARAGE AFF. S® OPT. ` \ GFI- REF FLEX ) III \ III III ♦♦\ �� �� KEYLESS FIXTURE III LpR w III ( J VERIFY GFI FOYER ♦\ III PRE -WIRED LOC. LL GARAGE I III CLG FAN DOOR will 1"REWIRE GFI GARAGE — — UIP T • /CH iI AFF. �^{ INES ��M i - - - - PORCH - COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-C' I I I L I \--------- - LED LIGHTING C SINGLE LAV. BATH n FOR VENT OR MICRO PROVIDE 89/0 CU, TNWN • PS CU IN 2' CONDUIT OR 8 M/0 AL, TWIN • RS CU IN 2• CONDUIT OR 2/0 AL. SEX (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERMANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE COMBINATION SERVICE ISO AMP 018CCMECT SWTCH AND 120/74O VOLT GENERAL NOTES: M ELECTRIC METER IN I A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 8R ENCLOSURE CQ'1PLY WITH ELECTRICAL PROVISIONS OF THE R NCR TTH PANEL EDT[ I j020JEIT,CN fC 20 ) LOCAL COOKS, AND ALL LOCAL POUER COMPANY REOUIREMENM. EOARP B. HW ALL CONDUCTORS SHALL BE TYPE THTHWN UNLESS NOTED OTHERWISE. TELE•F'IIONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ERRANCE Er ir"I?NT EOWPMENT POWER COMPANY TRANSIFOW'IER INTERSYSTEM BONDING TERMINAL AT LOW GRADE VT)LTAGE CONNECTIONS PROVIDE 50 ANTE•, 120/240 VOLT, I PHASE SECONDARY--r...IA I •4 CU SERVICE ONRCUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 8 N COPPER (CU) IN CONCRETE ENCASED POOTER STEEL PER I-I/2" PIA SCINEDULE SO PVC CONDUIT OR PROVIDE 8 ELECTRICAL PROVISICNB OF THE FBCR YrH 4/O ALUMINUM (AL) IN 2" DIA SCHEDULE EO PVC EDITION (2020). CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC XS PT LOW. COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003326 w o Jj� sLTBDIV. Ac LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 MODEL: 4EHB "2605-HAYDEN" GARAGE II!l LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DAturr 02/07/22 sCAsm 1/4"=1'-0" simwr E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DDV OUTLET 20 AMP SNGLE POLE MV CUTLET IWV CUTLET N OF OWLIT WIRED TO SWITCH GFI MI CUTLET EOIaPm W*1010 MAUL NTERPfER (TAMPER RESISTANT TTPE) 220V OUTLET (4) WIRE CON RCT— �p EXT. UW.TERPR7OP GRd/ID FALL GPI OUTLET NTEIURIPTER SWITCH SWITCH 3-RAY OPER W4 SWITCH 4-WA7 OPER 1 ^ WALL MaNTED LOW CEILING LIGHT © LED C.6 LIGHT LED VAPOR ©vp PROOF LICNT O Vp VAPOR PROOF LIGHT ORE4D9am CAN VER. FAN I CR7 PER Sa W. VENT. FAN UAJOHT I CAT PER SG FT. L R>CrLm rePBUL 7E0 DT I FLUOFSWrmNT R. WIRAP ® (�) RO W AIfm FLIIO{,REBGENT WRAP � [bWF GGAGNER t'NTJ ARCLN � -J 2' P-UORESOENT 4'KJ"FEBCrNT p W TRACK LOW 0 PANEL METER erwom DETECTOR DA2E,m w WALL MARRED MUT. aAcK r 1 1 DTOIQ DETECTOR WGlI63211I112. 8K•� comm OOP's BATT. a4a[aF YIr INTER-COPECTED NULL DE A DISTANCE OF NCT LESS THB4 4' FROM WALL PENDANT LNWRT I> IUIilR.4L. am QUTLFT ► T6EP4O4E JACK WATER HEATER IdNITION SOURCE AIR CONDITION 2 SEE AHLL ON DISCONJBGT TELEVISION JAM CEILNO BOX RB-AA O J-SOX TO BE SIPPoRTED N AOCCn9ANCE UY BOX I'IAR KED AS SUCH FOR =Nft TO BE a rrow.E. N CEILNO PAN,LIOP(f ACCORDANCE UY BOX PMI!® AD 91I6I FOR QII� 24• NCAPDEdGE1T LWbWT STRIP R+<ANPESCE4r LIGHT STRIP nnno 48' WC.ANDEOCIERr LIGHT STRIP FLOOD LIGHT OPT. bec RTY KEYPAD PA PUSH-BUTTON FOR CHIMES UN PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERFIED • HOITEOIINER PPE -CONSTRICTION MEHTNP • ALL W, $ 20 AMP DRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER BLECTRr'•• PRDNDIONB OF � TM1N eDITION ram I) 4 NEG 2mJ2 20M eDIrICf1 • W 20 AMP DEDICATED LADRr CIRCUIT. • WI • ISLAND (NOT CM KITCHE4 CIRCUIT) • pIMWAbI#R DISCOMIICT TO BE LOCKOUT N PANEL • DATMROOH EXW WST P/W TO HAVE MIN. CAPACITY OF D0 CRT INTER irMtHr PER ELECTRICAL PROVISIONS, OF SECTION MbD 3 FBCR TTH EDITION (20202 • LAIFORY ROOT ARID DISNIMORlR RECEPTACLE OMALL BE GRCEJD FAULT CIACUIT•NTERRUPTER PROTECTICN FOR PERSOMCL ON MEMORIES • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PA"81046 OF FIDCR TTH ED came) • ALL WORK TO COMPLY UTH R ELECTRICAL POVISIONS FB[J! TrH ED Tame) OP THELAMPS SMALL BE SELECTED BY IBUILDER AND • TD1t OF LIGHT24G MIST BB ENEIIny BFTCIENT TYPE PERAL ItCIe4rr) 2e20. Tlh eomCNENEMY RAO.0 i L------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-V' LED LIGHTING Cap DOUBLE LAV. BATH S I I � I I I I eL I I I I 9 I I I � I I I l 1 LED LIGHTING ® DOUBLE LAV. BATH RI d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngmup.com AA M: 0003326 , MORE 114 MIA E �`Q�' y}Q� e 9 9 F� 1pR0j]ccT# USIDO S. LOT ABBOTT PARK LOT #14 BLK #14 PHASE 4C 04181.04C-14141 UODZU 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 11 Aa NO DA E: 02/07/22 SCALE.- 1/4"=1'-0" ElYEET E2 FIRST FLOOR PLUMBING PLAN SCALE. 1/4 • I'-0' L------------------------I SECOND FLOOR PLUMBING PLAN SCALE. 1/4 • I'-®' LAV MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com L AA N: 0003326 n 084 a o a14 IP UDDrv. a LOTABBOTT PARK LOT #14 BLK #14 PHASE 4C ROJE"" 04181.04C-14141 MODsr� 4EHB "2605—HAYDEN" GARAGE avaxG: LEFT PAGE: PLUMBING PLANS 160 MPH ER. C 00, DA 02/07/22 aCAXX: 1/4"=1'-0" a*== P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 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 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBI 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, 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 M)FG. RECOMMENDATIONS AND FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING. DAMPERS. IL. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER _ SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TR IJK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT I9 PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM;tR ETURN ON AND LIQUID AIR SUPPLYREFRIGERANT LINES SECURE STRAP TO C24C. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAYLEEVE TO LINES BELOW SLAB4' CONCRETE SLAB °8XI 1/4' SHT. MTL. SCREWS REFRIGERANT LINES TO CONDENSER UNIT PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAIN, AS PER FBCR 1T14 EDITION (2020) NOTE: MAIN COND. DRAIN 3/4' DIA MECHANICAL. CODE SECTION 3011.4 OVER HEAD • 12' FROM STRICTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. N OR WALL BRASS PLUG COUNTERSUNK G.O. PLUG SEE SPEC, 1'-8•X8' CONC. I I II�1G xxuuvvn�l I I F 5�/A p�NIN BOOING i BEDROOM ABOVE 12X8 ---------------+-------' II 1 m L�.. _------ 12XI2 II I I 53 , PASS II BATH #2 THRU II I I 1� I I ° N a& -----I -------------------'� 50 x � C i I I I I STAR. I I I I KITCHEN I I I <—^F-====__. r�AN 25 — —izxe 8' S/A FROM Iu ABOVE 1 lu , FOY R 'IrII FLEX III III rd mr �—FITTING OR EXTENSION TO FIN. GRADE-' SOIL OR WASTE AS OR PAVING PORCH REQUIRED FITTING OR ld WADE 8240-KJOSAM 56000 EXTENSION TO SOIL -------------------- OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED _ _ _ _ _ CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.� N NEXT. GROUND CLEAN -OUT (TYPN FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Q c r Q m A 11 l IL BUDDIV. Ac LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECTS► 04181.04C-14141 "ODErr 4EHB "2605-HAYDEN" GARAGE 9WING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 1 1 ------ ----J SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . P-®' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 , F c a a s c a _ F b IIPR UsSm X LOT ABBOTT PARK LOT #14 BLK #14 PHASE 4C OJECT## 04181.04C-14141 MOD= 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 1 WXAn a MOV"CM I ,R NO 93723 DA 02/07/22 BCAI.S: 1/4"=1'-0" BBiEET M2 2X4 TOP PLATE PLAN GORIER BEAD • PRE-FAB tRL89 vt• TIuoC COAT a' q1 OEE 1/2' CLG BOARD �� �•� GTlrlCn#AL FOR DIRECTLY M RLRa.OR0mv NT WAM n4aaNRY r PtT. aD NOTE: STUDS IN ATTACHED i0 FILL CELL M PER PARTITIONS SUPPORTING FROPOCAM-ROVAL In' DRYWALL WALL HUNG PLUMBING ft& WAL4NrDACKER App 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL V DIA SLEEVE, WATNERSTRIP LONGWOOD, FL32750 CABINETS SHALL BE NOT Do NOT CUT MaLft NO � PH:407-77"078 LESS THAN 2x4, WHERE 1RISAR II'—°L O 6A°"` AROUND N`(Br FAxao7a7aao78 6oU *TO., SECURE et. SPACED NOT MORE IPE �•�" TRACK BRACKETS www.abdesigngroup.com 2X4 WOOD BOND gE,W I Not CUT FMTxD ro PLATE TO SLAB STUDS •24' THAN 16' O.G. OR NOT SOLID GROUT tNE BOND WOOD MAN WOOD J" PER Or- ESS THAN 2 6 WHE w/ (L- :b IBEa+ OVMOWAD DOOR AA a 000332b pRppyDT GALY. STEEL W/ 10d MASONRY L X RE NAIL • 32' O.C. SPACED NOT MORE Max THAN 24' O.C. (2) COURSE - REBARS ` APPROVAL Rao. B"Y�TITaF tR°Yx 1' IK FMTETED ro aL D6 ROOM. TRacx eRAa�ra BY an4m uvPRODUCT -CONCSLAB APPROVAL REn OPIPE THROUGH BOND BEAM FIN. FLR °t SrAL ' s/4.r-o 2B_ GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE: D1 D1 '6'L''"'•''-O' (a)TYP.1I/2"•I'-0' �TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4".I'.0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES WITH WDER_AYMENT AS PER FBCR WD.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI W s u ~ MIR a FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS WITH LNDER_AYMENT ROOF SHEATHING SHEET W. SECURED PER SECURED PER AS PER FBCR W5.1.1. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER LSTIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/B' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE — PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 9• g• SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG WD. TRUSS ax 2x FASCIA PER BOARD ELEVATIONS o. ELEVATIONS (Lu Lu AREFERENCE FLFV STRUCTURAL VENTED 80FFIT PER ELEVATION VENTED SOFFIT t;olt I PRE_ENG TRUSS SEE ENERGY CODE FOR'9S FOR i'IQE- TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER 0 INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING = REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES 1. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER ON SHEET 8Nl FASTENER SCHEDULE ELEVATIONS O.H. .��y ELEVATIONS PRE_ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' ON SHEET SNI. VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TR14W ///---'WINDOW ATTACHMENT WEEP SCREED AS SPECIFICATIONS MANUFACTURES 2x P.T. SECUREP STRUCTURALETPERS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24" O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. PURRING 9' CMU CEMENT PLASTER APPLIED STRIPS _ 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT I/2 GYP ILL.,MD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.LAND ASCEMENT WOOD BASE , cm DIRECTLY TO MASONRY WOOD BASE TER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR_ _ _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR, _ 0'-0' FIN. FLR a ®. A� a ROOF SHEATHING THICKNESS IS a ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASGE 1-16 IN ENGINEERED PER ASCE T-16 IN a' ACCORDANCE WITH FBCR 2020 L ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 AND 16095.t. AND 160S5.1. n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION " B NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE [PROJZCT# tmDm a LOT ABBOTTPARK LOT #14 BLK #14 PHASE 4C 04181.04C-14141 moDEL: 4EHB "2605—HAYDEN" GARAGE 811111MG: LEFT PAGE: DETAILS 160 MPH EXP. C r5�\1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'•I'-O' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.1'.0' UNDERLAYMENT IN ACCORDANCE �KMCT` D1 WITH FBCR S05.1.1.1 OF THE FBCR D1 WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 OR YTYPE I1 OR ASTM 04861b PE IV UN ERLAYMEN . III TYPOR E IPE IV UN ERLAYMEN . IIf q �O ROLAPD A.CPA AR NO 93723 PRINT DA7E02/07/22 SCALE: 1/4"=1'-0" 8iIEET -J1 D1 P15ERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG LLD. TRUSS-- 24' O.C. MAX. METAL DRIP EDGE—' 2x FASCIA PER ELEVATION$ VENTED—� SOFFIT / REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL Da FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED ' PER FASTENER SCHEDULE FR PRE-ENG WD.TRUSS- LEVATION 24' O.C. MAX. METAL DRIP EDGE--' BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT -R-4.IINSUL. REFERENCES STRUCTURAL O w a r WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS z 3/4' T 4 G SUBFLOOR a GLUED AND NAILED AS PER NAILING 1/2' THIGI�. 2 GOAT j SCHEDULE PORTLAND CEMENT w PLASTER APPLIED w DIRECTLY TO m R LEVATION MASONRY IX2 FIRE -STOP SEE STRUCTURAL R LEVATION 5/$' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.N. m 34 w w BATT INSULATION REFER TO ENERGY CALCB FOR VALUES 5/0' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD IX2 FIRE -STOP 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LEVATION R LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD. WOOD BASE a. v GRADE . ' - ,FtA,pE 4 LINE L a a; a. n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK *GALE: 3/4' • I'-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003328 ti Q mxmixv. & LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 1[ODZZ4 4EHB "2605- HAYDEN" GAllAGE ar►ndG: LEFT PAGE: DETAILS 160 MPH EXP. C G !® DJIUNT APS: 02/07/22 8CALE: 1/4"=1'-0" axEET D 2, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V LOW x 6' J-DOLT UV 4' MR EMBEDMENT W/ 2' X 2' X VA' WASHER 4 NUT OR UV (2) V2' X S' ANCHOR BOLTS UV 2' X Y X VS' WANWER 4 NUT m m SECURE 2X4 TO BLK W/ m m m 1/4' TAPCON5 I IFt' EMBED, SN OG- 4- END DIET, I W, EDGE DIST. m SIORM 2X6 GARAGE DOOR DUCK SECURED m W/ (0) 1/2' X S' J-DOLT OR ANCHOR DOLTS, WV 4' MK EMBEDMENT, WV 2' x 2' X VB' WASHER 4 WT. (1) WITHIN S' OF TOP. (U WITHIN 6' OF THE STM m (3) EVENLY SPACED. OP NIB NOTE0. ALL ANCHORS SHALL BE N ACCORDANCE TO MANI PACTURER'S INSTALLATION INSTRUCTIONS WI-IERE BIY.H .IATI01GTInNA dYP NY]GF ATG)Nf�NT GARAGE DOOR 3 9 BUCK ATTACHMENT — w'.r.a 3/4" BUCK CONNECTION 2 TO 4BLK DETAIL 2X4,® SECURE TO BLOCK W/ 3/16' TAPCONS MIN SHANK SIZE 14D MIN HEAD SIZE 300 MIR EMBEDMENT I 114') WITHIN S' OF EACH END 4 W O.G. MAX SPACING. 2X6. cm SECURE TO BLOCK WK2) 3/16' TAPOONIS (MIN. %HANK SIZE AD MN. HEAD 612E 900 MIN. EMBEDMENT I V41) WITHIN SN OF EACH END 4 IS' OG, MAX SPACING. 2X9, COO SECURE TO BLOCK WIK2) 3/16' TAPCONS MIN 614AK SIZE J45 MIN HEAD SIZE 300 NOTE: SUM A6 NEEDED TO PLUMB JAMEY (DO NOT EXCEED VG.•) cm ' DRYWALL WV (Il 9 VERTICALLY 1'X4' P.T. NAILER 1/16' CAW X 4' MIN. DOOR JAMB OR WINDOW ATTACH TO 2X PER MALFAGTUREB DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: ED 2X4: ® 2X4: M SECURE TO BLOCK WV SECURE TO BLOCK SECURE TO BLOCK UV 3116' TAPCONS (MIN. WV3WA' TAPOONS MIN. V4' TAIRCONS MIN. SHANK SIZE .ND MR SHANK SIZE J45 MR SHANK SIZE .145 MR HEAD SIZE 3" HEAD SIZE 3" HEAD SIZE 900 MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 I/4•) MR EMBEDMENT I V49 WITHIN a, OF EACH WITHIN S' OF EACH WITHIN S' OF EACH END 4 IS' O.C. MAX END 4 18' O.C. MAX END 4 IB' OG. MAX SPACING. 8PA0ING. SPACING. 2X6: ® 2X6: m 2X6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WV(2) 3WA' TAPCONS W/(2) 3/16' TAPCCMS W/(2) V4' TAPCONS (MR (MIN. SHANK SIZE .145 (MIN. 614ANK SIZE J46 SHANK 81ZE 145 MIN. MIN. HEAD 61ZE 3" MIN. HEAD SIZE 3" HEAD SIZE IT M% 6' CMU MR EM SEOMENT I V49 MIK EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN B' OF EACH END S' CMU WITHIN S' OF EACH END S' CMU WITHIN 6' CP EACH END 1/2' DRYWALL t IS' O.C. MAX BRACING, 4 IV O.C. MAX SPACING. 4 16' O.C. MAX SPACING. 6' C.MTU IX4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL V2' DRYWALL 1/Y DRYWALL SECURE THRJ FR.AJ"E 4 ❑ I'X4' 2X0. ® ❑ 1X0. ® 2X0. EMEND I -VG.' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' BLOCK UY 3WA' W92) 3/16' TAPCON6 P.T. HALER U1K2) 3/16' TAPO" P.T. NAILER W/(2) 1/4' TAPGON6 P.T. NAILER TAPCONS DOOR CASING MIN. SHANK SIZE J46 lA6' OJ',JS. X 4' MR MIN. SHAK SIZE .145 DOOR CASING (MR SWANK SIZE .145 MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1AV OSJB. X 4'MR MR HEAD SIZE 300 MIK W-MIPMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 V49 MIN. EMBEDMENT I V49 MIN. EMBEDMENT I-V4' WITHIN 6. OF EACH END WITHIN 6' OF EACH END WITHIN d OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 IV O.G. MAX 4 IS' OG. MAX 4 IV D.C. MAX 4 IVOr- MAX SPACING ATTACH TO 2X PER 6PACRU. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW 61-ACING. DOOR JAMB OR WINDOW MANFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. IyANFACTur�6 p�A1L8 ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" a 1/1NDOW TO BLOCK + /4" OR +5/4" 2X4, m SECURE TO BLOCK W( 3/16' TAPCONS MR SFWAMC SIZE J48 MM. HEAD SIZE 900 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10' OG, MAX SPACING. 2X6. SECURE TO BLOCK W/(2) S/16' TAPCONS MIN SHANK SIZE J48 MR HEAD SIZE .3E0 MR EMBEDMENT 1 1/4') S, CMU WITHIN B' OF EACH END 4 18' Or- MAX SPAWNS. 112' DRYWALL 2X0. ® ' 1 I'X4' SECURE TO BLOCK Li P.T. HALER WK2) 3/16' TAPCONS CASING MIN 6HINJC SIZE .145 DOOR MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END t IS' OG. MAX SPACING'. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" /fl1aINDOW TO HLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" @1RNDOR TO BLOCK +1 15/18" 2X4: SECURE TO BLOCK W/ 3/16'TAPCONS, (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN EMBEDMENT I V49 WITHIN B' OF EACH END 4 IB• O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPOONS 3A6' TAP'CON MIN 1-1/4' (MRL SNAW SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN B' OF EACH END 8' CM 4 IS' OC, MAX SPACING. 1/2' DRYWALL 2X8, CM SECURE TO BLOCK ol I'X4' W/(2) 3/I6- TAPGONS P.T. NAILER (MIN. SHANK SIZE .HD DOOR CASING MIL HEAD SIZE 300 MR EMIBEDMENT 1 V49 WITHIN W OP EACH END 4 IV O C. MAX SPACING* DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACT'URES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" r11/[ND01► TO HLOCK +2 1/4" u NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4N) DOOR JAMB TO BLOCK +3" Olarwnna Tn nrnrrr +a" NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" ��011 TO BLOCK +3 7/18" 2X4. ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ SWAN TAPCONS (MIN. 114' TAPCONS MR SHANK SIZE J45 MR SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIL EMBEDMENT 1 1/4') WITHIN B' OF EACH WITHIN S' OF EACH END 4 18' O.C. MAX END 4 IV O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED 2X6, ® Old OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL SWANK SWAN TAPCON MIN I-I/4' WV(2) VG.' TAPCONS (MIN. SAWS' TAPI.ON MM. I -VG.' SIZE JB MM. SWANK SIZE J49 (MIR EMBEDMENT INTO BLOCK SWA K SIZE AS MIN E'ID INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1147 B' CMU EMBEDMENT 1 IA49 WITHIN S' OF EACH END WITHIN S' OF EACH END S, CMAI 4 W O.G. MAX SPACING. V2' DRYWALL 4 IS' D.C. MAX SPACING. IR' DRYWALL 2X& ® SECURE TO BLOCK I'X4' P.T. NAILER 2XS, e SECURE TO BLOCK ❑ 1'X4'HA P.T. LER W/(2) 3A6' TAPOOMS DOOR W((2) VG.' TAPCONS (MIN. SHANK SIZE .ENS MIN. SHANK SIZE J4b 1' P.T. X 4' MIN. MIK HEAD SIZE 300 MR HEAD SIZE 30D MIN. EMBEDMENT 1 1/49 2NO 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/49 DOOR CA61NG WITHIN S' OP EACH END MEMBER WK2A2d WITHIN S' WITHIN S' M EACH END 4 18' OL. MAX OP EACH END 4 6' TO B' OG. MAX 4 IS' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM 15 NOTE SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') JA E, (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" F OLTO_RfnrW +q" BOA TO HLOCK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdosigngroup.com AA $: 0003325 A a ti gg� KK O ar7 i � a IGARAGE LJHDIV. de LJOTABBOTT PARK LOT #14 BLK #14 PHASE 4C ROJZCT# 4181.04C-14141 oDZU 4EHB 2605-HAYDEN" OWING: LEFT 1PAGE: DETAILS 160 MPH EXP. C OL r'OLD Nu.IR� • FT. A O L FT. . A s.u.Io A ]. CARAN . Pr. O A CVVA!! • I-r. C OL FOLp NYAI�D • FR. A s. c�Aea • pr. e FOLD M' d ® L FqD T.lUlO • FT. A s, aeAsa . rt. m S OVA01 . FM C A FOLD ►T. C OAR FT. a TILL M. C TCUGWa DO FLAY= s� r aorra+ PLA IM.,u raw bm =.. .1 ® KIC KO UT DETAIL e �V a tees• �¢� ee1TALL KIO= FLAe1.4, AT mory I OF now � W.." saeneaasroeu m WOOD SHEATHING - OR CMU -WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER( FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP C < TAPE OVER ROOFNIALL SCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (LRB LATER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — ......— — 5UILDINCz PAPER) METAL LATH x—x—x—x STUCCO —� WOOD OR -1/16" ZIP WALL SHEATHING �E SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 F O 141 iZgle O � QC C A c StmDIR da LOT: ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RCLAW A ABOU04ACRA L AR NO W723 DA Ea 02/07/22 SCALE: 1/4"=1'-0" SKEET WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIF15ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "I/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTfON R'103.11 / ASTM C-84-1-14a, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPEI UNDER 'QUICK FLA.& A -\VENT PENETRATION ti SCALE, NT.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION '--ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 WOOD SHEATHING WM LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH 1/6' XRJRED P9NI8TE• WDDD -FASTEN TO WOOD STRUCTURAL. MEMDER • T' OZ. MAX _ wIlLEA 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONItY 60FORE APPLYING FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK 6' WRB LAYER 01, STUCCO WRAP WR5 LAYER "I, STUCCO WRAP APPLY SO MIN SELF -ADHERING _@ GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH ,:,.'•i (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #& OELECTRICAL RECEPTACLE L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.com AA #: 0003325 V 44 a d s C m r N W 00 x jmR9Dry &LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 0418L04C-14141 MoDEL: 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR C Fit 1 DAM 02/07/22 aCALE: 1/4"=1'-0" EW >s TAT dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR *111ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2" r� CORNER BEAD (FASTENER 4 SPACING o i' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD C BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA N: 0003325 F P 8 m SLJBDIV. & IATIN ABBOTT PARK LOT #14 BLK #14 PHASE 4C PROJECT# 04181.04C-14141 MODELc 4EHB "2605-HAYDEN" GARAGE SwINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C IRROL40 a ABOUC ACRA� AR NO 93723 PRINT DATE: 02/07/22 ScALE: 1/4"=1'-0" SHEET WA3 SLJBDIV. & IATIN ABBOTT PARK LOT #14 BLK #14 PHASE 4C PROJECT# 04181.04C-14141 MODELc 4EHB "2605-HAYDEN" GARAGE SwINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C IRROL40 a ABOUC ACRA� AR NO 93723 PRINT DATE: 02/07/22 ScALE: 1/4"=1'-0" SHEET WA3 WOOD CONSTRICTION 5ETOND WOOD BNEATHMG WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIERQ 9f. xffiYa LAP sIDW. / / / ! FLASHING BE-ADNERMG A' SELF-ADHERMG FLABHRYa t i WEATHER RE818TNS / \ \ BARRIER 9 STARTER STRIP WEATHER IEll818TIVE lfk! j� K OR \\ y S' 8EIF-ADNERMG / FLASHING O _ _ _ \ _ GALV O METAL GALV'D METAL 'Z' FLASHING 'Z' FLASNMG DO NOT IN0 OR 8' SIMULATED „ 8 AL�INS WaOD TRIM MEMBER CASING - 'C / \ gq7Tggpp / Mr,ITRISMIM81-IBER I ;? \` �j,!. SEAL GAP W4CAIJLK \ / OR APPIEOVLD SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLV .. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngrou'p.com AA #: 0003325 -4 N aUDDIV. ac TA ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 MODELa 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C VRINT ATTZ: 02/07/22 SCALE: 1/4"=1'-0" >sit]= WA4 aUDDIV. ac TA ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 MODELa 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C VRINT ATTZ: 02/07/22 SCALE: 1/4"=1'-0" >sit]= WA4 AVAWLI 9112111 Mol"I'O CARE SHWLD BE TAIG:ry IN ID:EPINO THE VEIN PROPERLY A', Y AND iP USINGED. VENTMPE IS SEALEDIF UTLUED. NAIL IN LENT SHdMJINPGALVAN�D USING0 ENNLS ATEACH CORNER.ROOFING CEMENT SHWLOBEAPPLIEDTOALL SHINGLEEDGESNEAR AS NEOPRENE BOOT F WTEREDGE DINSEWNOTHEENTIREPERIMETER AS CUT WTTHE GOOSENECKING IN AENING IN THE ROOF MNST4ENDED INBEVFRE NEATER COASTAL SHEATUNG. SIZE THE OPENING MECHANICAL CNT PA IS CONSTRUCTION idJE3. CHART SHON4d.IN THE EVENTA MEChNNOAI VENTFAN IS USED,SINE1 VEVE TURMFIGINACCCNOWCE WTI NTFANMANUFACNRE5 MMNG COtNECT1ON INBTmICTTpNs. ES - NOTCUT INTO TRUSSOR RAFTFRSNNEN CUTINGTE OPEMNO M THE ROOF. FITTSIS REWWEINMRFERINGSHINQLENAILS AROINDTE PERNETER OF THE OPENING SO TWTTE NNUNG FLANGE OF THE VENT NAYS FLATTOTHE ROOF SHEATHING. SUDS THE ASPHALT MASTIC CEMENT lOP AND SIDE FLPNGES CF THE VENT UPAND UNDER MCdDEDMCUtO BASE OF SNNSIX ALLONMEBOTIOMVENTFLANGESTOI—M PIPEANDOVERFLANM THE TOP CF TIE SHINGLES. ROOF HOOD VENT DETAIL SCALE, NTS CUT ROMEWRAP- AT 48' ANGLE MODIFIED 11, CUT N RONSEIIU,P LINE OF IMNDG6- OFSNNG APPROVED MOUS OVER SMEATHNG UD 6TUD WALL STEP 1 INSTALL 6' SELF-ADHB FLA6HMG C NAILING FL, JAMBS EXTEND FL 1' BELOW 61 FLEXIBLE F DO NOT SE FM T191PORARILY FOLD -UP 4 NBC MOUSEURAP(0 TUCK FLAP UNC At MEAD POLD MOUSEU N AT JAMES L SLOPE SILL R NSTALL 6` SELF -ADHERING LASH NG OVER VINYL READ 9-A6104 (WITH END DAMS) NAILING RANGE NOTALL VINYL DAP STEP 7 ALWN FLABMMS W( INT. EDGE OF SILL RI MEONAII LY FASTEN FAMED EDGES.(CAP NAIL6, STAPLES) NbTALL DUPONT RJ)G~ AS TN FLA6N64 AT THE PLUMBING VENT DETAILS NTS IDS AD1406Iw - D(IBLE FLAMNNG VIM DRIP CAP ECTO-~ EOU1V) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS fIX" STEP 9 OVER JOINT VALLEY CENTERLINE W INI EVALLEYRASHING 10 FASTNERS WTHIN SW dA FIEAVIER FELT E'OFCENWRIUM E%1RA FASTNERS W UNDERLAYMENT ENDOFSHIN[M.E II TI!M-SHINGLEEAS ASPHALT AT LT IY BEYOND VALLEY CENTERLINE ROOFING CEMENT 1'WP _ CORNERAT AT41 �50EOREES �SHMLES T III-7 540( FROMVALLEYCENTERLRE L IT TFE CONTACTORS 106F'OP16161LTY TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY OF ALL FRODUCT6 MCLLDNG HOU6EURAP,SEALANTS *SELF -ARM $CALE: NTB FLASHING MATERIALS USED DURING CONSTRUCTION. i. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WA6tlH9L SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 0" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHCLLN BHALL E,E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 WU (O EGNAL) SEALANT A WNDOW/OMJ JOINT. FLUID APPLED FLASHING (LANCO U 41TE-SEAL RC-84 OR EG14L) SLOPE SILL TO EX 1. IFJQB THE CONTACTORS RESPONSRULTY TO VERIFY - THE COMPATIBILITY OF ALL PRODUCTS INICLUDMG SEALANTS 16ELF-ADNERMG KAIMNG MATERIAL& us= DUPING 0ONB1 7. FLASHING AT EXTERIOR W►IDOUS AND DOOR OPEHN66 SHALL BE INSTALLED N ACCORDANCE WITH MANIFACTI6EER'& INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTOSA U IN ACOOI�ANCE W TR FENESTRATION MAUFAOTUPIEKO NVALLATION AND K-46HNM M&TRICTION6. WAIMN42: SEALANTS MAY REACT ADVERSELY P COMPATIDLG WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 W m R —LL SUBDIV. k LOT. ABBOTT PARK LOT #14 BLK #14 PHASE #4C PRGJECT# 04181.04C-14141 L[GDEL 4EHB 112605-HAYDEN" GARAGE SIMNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C R it Lu DA 02/07/22 SCALE: 1/4"=1'-0" EI'IEET WA5 2x6 SUB -BANG W/I'x4" NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� '1/8' TEXTURED 1 FINISH m WOOD 1/2' TEXTURED FINISH m CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� METAL FASCIA WRAP 2X6 6M BAND-- �n ©FLAN 5 NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 1/8' TEXTURED FINISH o WOOD, 1/2' TEXTURED - - - -- ---- -- -\` - �� FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLr4N � 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL. LATH WOOD SHEATHIW3 OR cm WRB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIP15ER BUILDMG PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT SUB BAND DETAIL ® WALL x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT m x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.G. MAX. x 2x SUB -BAND W/Vx4' NOTCH m END .I I METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m 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 #: 0003328 w � 4 L4 0O avHDIV. Be LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROTECT* 04181.04C-14141 MODEIt 4EHB "2605-HAYDEN" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C MU ROL.AI A. ABW AR NO W7 DATE: MT 02/07/22 aCALE: 1/4"=1'-0" 81REET VV H6 R io 8'-0., 10'-0" F-----7 4" C SLAB w w wl H- o_ I 28'-2" n r[— 1. ®1 2' 164" I I 11'-5" 10'-3" II II 4" PVC CHASE 1i : II I� 11 fV 'x i i io 0101, A �__�_ ml II TOP OF SLAB g LLI LL II II 4 o N ( II i 11'-10" II T-5" ( 20'•5" s i 1't CW612xl2 —r l 11 1' 1.1 it j o f.2px24 � i i 0 CM-12x12 I y iiy yN� II LLI UPT02ND FLOOR In I Oii� W (FIELD VERIFY I 1 EXACT LOCATION) 8 iiw 1 I 9'-4" 2'-8" t.t I 9' 0" I II u 9' 3" I, 9'- L 16'-0" 'N *? SER STEEL T @N 4F O.C. MAX I N FIN. CONC. SLABaol 1 _ FM_18x18 _ —f FMC- 16xl8 _ _ J *3 1/2" - 4" CONC. v SLAB O L J a _o _ _ FM-12xl8 20'-0" 39'-B" 5'4' I,'-4"I, 10'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" 00 UJY c� 4 io m FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4.0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% 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. 11.01NDICATES #5 BAR, OINDICATES #6 BAR,I•NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-1. AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 7J OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VON SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 111' 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-12xl8 12" CONTINUOUS 18' - (2)#5's FM-16x18 16" CONTINUOUS le' - (2)#5's FM-20x18 20" CONTINUOUS 18, - (2)#5's FMC-16x18 16, CONTINUOUS 1e" - O s - VARIES CW-12x12 12" SEE PLAN 12, - (2) # 's - + 0"-0' CWC-1202 12" SEE PLAN 12' - (2)#5's - VARIES F-24x24 24" 24" 12' (2) #8's (2) # 's TEA8" SEE TAN 1 8" - (1)#5's 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003326 q Q �s 0 v ®Q � � ai iL 9 ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 moDEL: 4EHB "2605-HAYDEN" GARAGE aKING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C FRROLAW A. kCRA � � I ARWW723J pRl"T .1 DATIM 02/07/22 scALE: 1/4"=1'-O" GNEET si MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED °v ° �` — -.'v CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND I v ° vs s o n_ SPACING REQUIREMENTS SPACING REQUIREMENTS GARAGE DOOR . ° RECESS a . v � FM f �$ S 6 i 8" CMU WALL 8" CIVIL WALL . CORNER BARS, SAME SIZE AS LARGER BAR I w a• Io i IN FOUNDATION WITH 30" LEG EACH >I a WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB 70P Of SLAS ' ... SO THAT THE STEEL REINF, IS CONTINUOUS _� ----.4.-.-"--� °� ( ° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/7' #3 18" a EXT. PORCH SLAB .• -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1-STORY) I' I II CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �,o. MASONRY UNITS SET AT ELEV: ISOLATION JOINT (WHERE ,� 6" CHAMFER (2-STORY) #4 24" W/ 1/7' ISOLATION 1 , 6" CHAMFER (2STORY) � APPLICABLE) sEEscHEDULE +` 11, J0 NT(WHERE APPLICABLE) �. i 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36' 2 FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST q., AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'0 L SCALE:3/4"=l'-0' CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: (1) #5 REBAR VERTICALLY W/ CONIC. s w POURED CELL LAP TOP PLATE A MIN. OF 4S' as m 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT #4 REBAR Q24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2, WALL W/ SYP No 2 STUDS SEE 6 F ' I PLANS FOR SPACING. SINGLE I m NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO I'CAPPED °� EPDXY. MIN. EMBED SLAB W/10d MASONRY I D GALVANIZED PIPE GALWIF 8", UNO NAIL 17' O/C STAGGERED. .' q• AN E BASE = is FOLLOW ALL MANF. ADDITIONAL METAL § fr 4" CONC., REINF. W/ m 1 SPECIFICATIONS FOR CONNECTORS k6" #10 W WM ON USE AND 4 ( RED WHEN NO 7 6-MIL POLY ETHYLENE § r, PREPARATION OF 0 4- 4' m UPLIFT IS PRESENT. w VAPOR BARRIER ON HOLE. SEE SLAB SCHEDULE R • I I , 1 WELL -COMPACTED SECURE FLANGE TO 1 CLEAN FILL TERMITE SLAB W/(4) 114" X 2 1/#' o O� a. 0'-0" TREATMENT SHALL BE 4 TAPCONS m' P TOP OF SLAB S BORA-CARE 4 • (2) CONT.#4 REBAR CHAMFER(I-STORY)�= F6!' �q. q f CHAMFER (2-STORY) q (2)#5 REBAR ON CHAIRSr.4•' • a• ° 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL f FOR MD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'a" pER PLAN ADDING BAR TO %/INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION o BQALE:34"=,'-D" (NO UPLIFT) 5 c �A�FOOTING W/BLOCK WALL SCALE' 3/4"=1'-0" V SCALE: 3/4"=1'-0" M SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR M WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT, SECURE BT. PLATE TO SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. 8 ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL a° UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.).- I CMU FILLED CELL (TYP.) g TOP OF SLAB 0'-0" q - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING~ ° TOP OF SLAB . a • 1/7' DIA SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) q a BAR SIZE 48 BAR DIA. i �• q q 5 - ° GROUTED CELL, 4" FROM ENDS AND W/ 11Z, P2' ISOLATION 6" CHAMFER (2-STORY) #3 18 16" O.C. VERTICALLY MAX JOINT (WHERE APPLICABLE) - MATCH STEEL #5 30' ° s REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 36„ SE E SCHEDULE FOR SC BAR SIZE THRU FOOTING 47, 6"PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FORMD a4RSIZE AND BARQUANTfIY PVC CHASE PER SCHEDULE J SCALE.3/4"=1'-O" UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO �'1 11 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 , � Q pC evEDIV. Sc LOT: ABBOTT PARK LOT #14 BLK #14 PHASE #4C 'p"'T" 04181.04C-14141 HOMIZZA 4EHB "2605-HAYDEN" GARAGE $WING: LEFT PAGE: DETAILS 160 MPH EXP. C TIE VERTICAL REBAR JC TO HORIZONTAL REBAR W/ 10' HOOK i GROUTED BOND BEAM VARIES PER ELEV. 4 — oCLEAN OUT REQUIRED FOR INSPECTION 0'4 FIN. FLR. 4 TIE ERTICAL REBAR , TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE F48 BAR DIA. #3 18 a #4 24" h #5 30" #6 36, #7 42' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-fT NEW REINF. BAR ' SECURED W/2-PART 5 EPDXY. MIN. EMBED 6", LIND FOLLOW ALL MANF, 3 I SPECIFICATIONS FOR USE AND j PREPARATION OF HOLEID 4 .4,— m T e STEEL REINF. OF BOND.SEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0' OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD 2<' HORIZONTAL/VERTICAL REINFORCING;• L SCALE:3/4"=1'-0" EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING — STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m 6 s 6" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) • i - MATCH STEEL REINFORCEMENT H PER SCHEDULE SEE SCHEDULE FOR BAR 512E MR AND BAR QUANTITY BAR SIZE 48 &AR DIA. #3 18" H #4 24" #5 30' PVC CHASE THRU FOOTING 5 #5 BARS a� g• Hill CMU UNIT DIMENSIONS to ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-U' NG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a A auHDIV. & W ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT 04181.041-14141 molDEtt 4EHB "2605-HAYDEN" GARAGE avaNG: LEFT PAGE: DETAILS 160 MPH EXP. C FEN 1 h 20 DRDCT APE: 02/07/22 9CALE: 1/4"=1'-0" aitEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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 FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" ° x 2 7/8" LONG, VWTH 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. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 01 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TO 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 f. (P-) �H, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BBt MASONRY 3000 8x16 (1)#5ETI#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES S.-------____ -----------------j FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 14" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.abdesigngroup.com AA N: 0003325 A a �I_Im evBDIV & LOT ABBOTT PARK LOT #14 BLK #14 PHASE #41C PROJECT# 04181.04C-14141 MODZIA 4EHB "2605-HAYDEN" GARAGE BWMG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C _• ., <1'I"la DATE: 02/07/22 SCALE: 1/4"-1•-0" RIMET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30'TVPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 31-V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER SONDBEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN o, to #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1' O' NOSE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN, c Naa'� ��FEa ae F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE �1�16 1 T/1 M/OB p05p�F�i' NOMINAL_ ep HEIGHT #OF#5'S,TOP ZF IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- lT/1 M008 INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX-1TAMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iT/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW-1 V PRE -CAST 319' WINDOW n SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. B'b 1#5 BOND BE BE� AM 1#5 TYP. 6)06' b BOND BEAM 806 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8.8 BOND BEAM TOP OF W/(1)#5 BAR .ti BOND BEAM GROUT SOLID FROM oTOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1) M5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-X16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 6' FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2xe (MIN2X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT SINGLE #5 CORNER — aEk BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF s FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 314"=l'-a' OSB SHEATHING ARCHWAY FRAMING DETAILS WOOD SECTION FASTENER SPACING 4 =2" MIN, 2 }'MAX s, = 2 t' MIN, 9" MAX (2)2 &=1}'MIN, 2}"MAX ea= "MIN, 2�'MAX MIN, 2 ,' MAX 4=2 t"MIN, 9"MAX M210 4=1}J'MIN, 2}"MAX u=J'MIN, 2}"MAX e. =2" MIN, 2 }'MAX A=2 y'MIN, 9"MAX (2)ZA &=1}J'MIN, 2}'MAX e, ='2" MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ... ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d6 = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 5 = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE DOUBLE STUD W/ 1 Od NAIL ATTACHMENT 8 SCALE: N.T.S. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 , O R t 3 3 aU13DM & LOT: ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 UCDSL 4EHB "2605—HAYDEN" GARAGE 8WINO: LEFT PAGE: DETAILS 160 MPH EXP. C ROL AM A ABOU"CRA L AR NO W723 A 1DATM 02/07/22 aCALE: 1/4"=1'-0" ai'rET S2.1A "LOTTIS 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 SAFE LOAD - POUNDS PER LINEAR FOOT PLF I SAFE LOAD - POUNDS PER LINEAR FOOT —___TYPE LENGTH SU8 MOB IGAT 1T 4-1TIOB 1TAB 1TIOB TYPE LENGTH 8I8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-18 16.1T/1 1TH 1T/1B 1THB 1T118 T-6" PRECAST 1436 952 3114 4217 5321 8425 7531 T-w PRECAST 689 1024 T-6" PRECAST 2465 6113 8385 7708 9031 10000 4'-0" PRECAST 1085 700 23D5 3125 3945 4786 W87 4'-0" PRECAST 514 763 4%0" PRECAST 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 533 1770 2400 3033 3868 4300 4'-S" PRECAST 398 591 4'-6" PRECAST 1825 5743 7547 8762 0541 7555 514" PRECAST 931 1247 1999 25W 3123 36M 4249 64" PRECAST 411 411 5'4" PRECAST 1319 4480 7196 7342 5780 6259 5'-10' PRECAST B17 1024 1631 2090 2549 3009 3470 5' -10' PRECAST 340 339 5'-10" PRECAST ttat 3693 SW 6036 6548 �g 61-W PRECAST 692 1139 3227 3031 3707 4383 5081 6'-0" PRECAST 410 721 W-61 PRECAST 1139 3227 4698 7054 10000 8825 7' 6" PRECAST 570 938 4 3 T4" PRECAST 303 534 T-6" PRECAST 9938 24�98 34�08 40 864 767 6472 9'-4" PRECAST 428 833 1593 2204 2481 2518 2621 914' PRECAST 192 384 9'-4" PRECAST 639 1674 2298 3081 4099 48M 101-6' PRECAST 388 487 1247 1767 1904 2163 2028 101-W PRECAST 151 301 101-W PRECAST 550 1407 1897 2781 3222 3784 11'-4" PRECAST 330 544 1312 1742 22 2b68 630 11'-4" PRECAST 132 417 1 V-4" PRECAST 544 1312 1742 20252 2868 562 652 3 12'-0" PRECAST 308 507 1210 1598 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 507 1210 1598 2048 2596 3171 13'-4" PRECAST 270 433 1045 1385 1732 2157 2535 13'- 4" PRECAST 82 298 13'-4" PRECAST 414 1045 1305 1732 2316 20M 14'-0" PRECAST 254 388 978 1272 Iwo 1968 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 80 978 1z72 INS low yggg PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-8" PRESTRESSED 458 1079 1429 1824 2277 2712 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'r4" PRESTRESSED 412 1014 1340 1703 2118 2513 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 300 am 1121 1413 1739 2047 19'-4" PRESTRESSED N.R. NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 235 35 738 73 95 969 1200 20 46 1487 1718 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'4" PRESTRESSED 1a0 598 833 1038 1168 1466 2Z4" PRESTRESSED N.R. NR NR NR NR NR NR 22-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 165 550 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 4133 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 a e _ _ ]DA 02/07/22 8CAL,E: 1/4"=1'-0" SHEICT s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE III BASE PLATE OR -- REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 y9a5 kz") SYP. HTT4 W/5/8" DIA x 6' 5/S3.1A PT., WOOD POST EXP. BOLT r— — — — — — — — — FIRE =====OP- 3/4" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FUR. JOISTS III 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR. JOISTS�I I I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST vt W 46-SDS W/ (4) V x C ORS AND (4)Y' x 2 V D BM1 d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 R q 0 S _ m a 1M0 tTODIR & LOT ABBOTT PARK LOT #14 BLK #14 PHASE 4C ROJECTp 4181.04C-14141 ODElA 4EHEI 2605-HAYDEN" ARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DATE: 02/07/22 SCALE: 1/4"=1'— 0" JO E= s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1"NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) led x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH(12)16d x 3� NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL Zx SECURED WI (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 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. VOOD I" O/C, DRAWINGS L A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE 3'4"`° SECURE I -JOIST TO TOP PLATE W/ (2)12d 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 SEFm BACImtELOCI( 7F8G01688 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12" GYP. WL. SO. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. %,_"�I-JOIST CONNECTION @ L.B.W. '* !_E:3/4"=V-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. — PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5"D SGL. STUD HOLE EDGE >5/e" HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-(Y' 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 }'NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", S'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A41) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) ?'x 5" TITEN HD TO CMU AND (12) SDS �' x 2 �' TO GIRDER 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND 118) SDS i" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16tl (2) } x 5'7ITEN HD TO CMU AND (18) SDS t' x T GALV. COMMON NAILS. W 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) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b "' GIRDER CONNECTOR(S) SCALE:3 ='� SERA BACI®tNACK TWGMM 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2z LUMBER LSTA12 20 GAUGE W/ 1(,dx12 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 6 (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. 4 n LVL/WOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'* WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3/4'- WEDGE430LT/,-BOLT, 5' MIN. EMBED (24) led GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) led GALV. COMMON NAILS TO HEADER AND (10) led GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G <3455 LSS, U < 210 LBS W/ (6) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED led GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-17' IT-W MAX (YWW) OR 10'd MAX (YJI ) MAX.VOR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON — HTSM20 W/1010d 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. Z' COVER & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0" lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING O SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST (2) 2X12 TRU 24" MAX. W 24" MAX. W S" MAX. END SYP. P.T. OF SHEA RING LIOIaT IJOIST SPACING FROM SEE FRAMING PLAN P 7P LEDGER END E e e LEDGER 4r ''II�� e BOARD •`. < (2) 2X12 SYP P.T. 3/4" EXP. BOLT J LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5 1/2' LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 TRUSE 24'MAX.W 2CMAX.W S-MAX. END SYP. P.T. O SH A NG IJOIST "GIST SEE FRAMING PLAN TYP TYP SPACING .f1 FRONT LEDGER w END LEDGER w Tr Zo s d e e D BOARD d ,. m —8 SYP P.T. 1/4"XS' TAPCON I'y LEDGER BOARD TO WIT' MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-SOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT 2, SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. 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 MIKEND dSTANCE CENTMLSPACINO A DOUBLE SYP 2X8 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2X12 1 (2) 3/4" 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 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 0 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 RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 O.O MAX. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS 6°ALE 34"'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 44 o a V BVHDM M. ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 MODELa 4EHB "2605—HAYDEN" GARAGE 8WMCF: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C DEAT�E: 02/07/22 sCALE: 1/4"=1'-0" MIKEET s3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON HB 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. (JOIST LVL PLATE STRAPS W/ 10d x 1 12"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 3/4"=T-9' #8 WOOD SCREWS x 2' LONG @ 3' O.C.;2X8 STAGGERED OFF CENTERLINE 8" CMU WALL ' ; 3/4 AS SHOWN REINF. PER PLAN y.� PER ELEVATION ' oc IJOIST (SEE' FRAMING PLAN) PER ELEVATION Y. (2) 2x4 P.T. W/?' DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/SlIA. 12" O.C. y. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE:34"=1'-0 #8 WOOD SCREWS STAGGERED AS SHOWN SYP #2 LEDGER. DBE. FLOOR SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL ' REINF. PER PLAN 51` }' ' X 6' TAPCONS PER ELEVATION o O IJOIST (SEE N P I £ FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 24 MAX. NAILER W/ ` MASONRY NAILS ? y 0 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT (-JOIST PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES ----- STRAP TRUSS TO PL.PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATI N __A_Aih�l BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE YPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 GTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d RE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6' MIN, GALV. NAILS. ENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 LE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d FD BELOW FOR PLATE W! 12d's WO .C. MAX GALV. NAILS EA. STRAP 2x6 WOOD BEARING CONNECTION W/ SYP No 2 STUDS SEE FL#17239 FOR SPACING. SINGLE CONC.POURED LATE TO BE PT. LINTEL COURSE IDE DBL. TOP PLATE O• IDE BLOCKING SIMPSON SPH4 OR SPH6 BTM YP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT, PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10ds EACH FILL ALL HOLES, DO NOT USE 12'W" WEDGE ANCHOR W! Z' 10d 3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-d' O.C. MAX. x EPDXY 5-1/2'EMBED. MIN. 0 16' OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL '• TRL188TOPOST CONNECTION O SCALE: 3!4"=1'A" - 'a• 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) 1/4'k3"SOS, (1) 5/8'" AT.R. TO HDU4 AND (10) 1/4" X 2 1/2' SOS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a gb SCALE 3/4"=1'-0'• A&B - SIMPSON ABU44Z POST BASE <U'.1,900 G5,660 W/ 518 DIA. x 6' EXP. BOLT 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/ 5/6' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngroup.com AA #: 0003325 Q o stmDiv a M. ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 MODEIj 4EHB "2605—HAYDEN" GARAGE BWMG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 11 ROW0 A. A CRA L AR NO 937 m DATE: 02/07/22 scA M 1/4"=1'-0" aiIEET S3.1B 14� 41 VTCR SPACING (1) AT EACH END �I�jlll VTCR AND 6'-0" O.C. MAX. \ ililll4� IIII�III� \ 1 \ �L Q Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 FN �s 0 ammr& LOT: v ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT#► 04181.04C-14141 moDErs 4EHB "2605— HAYDEN" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. C DATM 02/07/22 SCAM 1/4"=1`0" SKEET S3.1C galJ'- SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�S078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 rq r 1 G O R a aysDiv aM. ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT* 04181.04C-14141 MODEX4 4EHB "2605- HAYDEN" GARAGE 8M MG: LEFT PAGE: SECOND FLOOR DECK PLAN 1. 160 MPH EXP. C DAM 02/07/22 aCALM: 1/4"=1'-0" aFIEET S4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 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. HEADER SCHEDULE MARK DESCRRIIFMON REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. =TOP OF ARCH I 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 (psi)SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N. GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES F`---------------------------------------------------=# i♦♦ SF8-1T/0M/OB 8F8-1TIOW0B 8F8-1T/0M/0B ; I ♦♦ 2 J#1 1 ♦♦ 1 0 1 4 I ♦♦ i I 1 ♦ 0 1 1 ♦♦ I GT 1 1 ♦♦♦ , 1 1 ♦♦♦ I 1 1 ♦ U.N.O. PROVIDE BB2 WHERE ♦ I 1 1 ROOF TRUSSES BEAR, ♦♦ 1 1 TOP OF WALL EL 17'r4" ♦ 1 1 ♦♦ I 1 1 1 1 ♦♦♦ ' I ♦ I 1 1 ♦♦♦ �� 1 1 ; I � ♦♦♦ 1 ♦ 1 i ♦♦♦ 1 1 1 1 ♦ ♦ 1 1 1 ♦ ♦♦ GT 1 1 ♦ ♦♦ ♦♦ 1 i ♦♦ `♦ ♦♦ 1 1 j ♦♦ ♦ ♦ 1 ♦♦ ♦♦ ♦♦ ♦♦ 1 1 1 ♦♦ ♦♦ �_�__-------wB-ro-%_—__� Ltl 1 1 ♦ ♦ 1 1 8F8-lT/OM/OB 1 8F8-1T/0M/0B♦♦ 8F8-1T/0M/0B ♦♦ 1 1 L----------1---------=i------�—,Jill L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" d N. RONALD REAGAN BLVD. LONGWOOD , FL32750 PH: 407-77446078 FAX 407-774407E wwwzbdeslgngroup.com AA #: 0003325 , F S nyQg� a a 19v»Dry & LOT ABBOTT PARK LOT #14 BLK #14 PHASE 4C PROJECT# 04181.04C-14141 moDEIa 4EHB "2605—HAYDEN" GARAGE >!WMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN No 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 86-08 16-1T 1T 1T MOB 1T/0B TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH 8/81T 8/181T 8I201T 81241T 8281T 8132-1T 8/8. 1e t8.1TH tTN 4.1T/1 1T/1B -1T/t ere-2T 8/1e4r 5120-zT 8/24-2r 5n5-2r e/32-2r T-6" PRECAST 1438 952 3114 4217 5321 64M 7531 T-6" PRECAST 689 1024 T-8' PRECAST 1509 3524 4394 5283 6132 7001 2486 8113 8385 7708 9031 loom1580 3524 43e4 5203 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4705 6587 4'-0" PRECAST 514 763 4'-0" PRECAST 1303 3050 3815 4570 5325 6079 loot 0113 7192 8524 7627 8751 1363 3000 3816 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3866 4300 4'$" PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 W41 7565 1207 2707 3375 4043 4711 1 5379 5' 4" PRECAST 931 1247 1999 2500 3123 3686 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2044 3513 4084 1319 4480 7196 7342 5780 6259 1016 2276 2838 3399 3901 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 V-10" PRECAST 340 339 T-10" PRECAST 909 1499 1971 2443 2915 3387 11e1 3693 yen 6038 0548 5776 2oeo 2593 3107 3820 alas 8'$" PRECAST 692 1139 3227 3031 3707 4383 5081OW6' 6" PRECAST 410 721 8'-0" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4508 7064 10000 8 835 1888 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 2205 2898 Stet 3886 7'-8" PRECAST 303 534 T-8" PRECAST 710 900 tt8l 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1024 2025 2426 28V 3228 91-4' PRECAST 428 883 1593 2204 2481 2818 2521 9-4" PRECAST 192 384 91-4. PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4090 4899 sn 1318 1643 1989 2164 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 8" PRECAST 151 301 10'-8" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�' PRECAST 330 544 1312 1742 2252 2858 3630 11'�" PRECAST 132 417 114" PRECAST 430 408 530 653 777 872 544 1312 1742 2252 2888 3552 488 1042 1572 1843 1470 1710 12-0" PRECAST 308 507 1210 1596 2046 25M 3191 12'-0" PRECAST 111 370 12-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2688 3171 440 940 1300 1560 1314 1478 13'4" PRECAST 270 433 1045 1365 1732 2157 25M 13'-" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 675 645 414 1045 1366 1732 2316 2005 396 760 1067 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1806 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 620 009 390 978 1272 1806 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14,$" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 683 BOO 1237 1474 1715 1F-4' PRESTRESSED N.R. NR NR NR NR NR NR IVA" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 674 am 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17W PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 320 366 451 587 680 300 BOB 1121 1413 1739 2047 192 ON 720 601 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19,-4" PRESTRESSED N.R. 148 19'r1" PRESTRESSED 162 tea 348 430 513 ON 235 736 no 1200 1467 1716 lee 429 623 8D3 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 18o 598 an 1038 1158 1468 142 373 537 090 Ole 943 22-V PRESTRESSED N.R. NR NR NR NR NR NR 22-0. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 185 650 784 992 1203 1381 137 358 513 559 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 —11 24'-0" PRESTRESSED 124 174 245 302 360 418 120 450 854 824 1014 1147 124 319 455 681 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING It 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 n � c aVHDIV. & LOT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT4s 04181.04C-14141 MODL'L 4EHB "2605-HAYDEN" GARAGE BIWFING: LEFT PAGM SAFE LOAD TABLES 160 MPH EXP. C ROLAND A ABOUCHACRA AR NO 9V23 DAR _ 02/07/ 22 9CAL.E: 1/4"=1'-0" MIKE T S5.1A 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 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3X"x5Y")SYP. HTT4 W/5/8"DIAx 5" 51S3.1A PT., WOOD POST EXP. BOLT 1A i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ROOF FRAMING PLAN SCALE: 1/4"= V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 04 04 04 04 tj KK 6 V h o K Q ® _ ci BVBDIV. as LoT ABBOTT PARK LOT #14 BLK #14 PHASE #4C P1iOJECT# 04181.04C-14141 "oDEt9 4EHB "2605-HAYDEN" GARAGE BNIBTG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C DRMT ATE: 02/07/22 BCAIX: 1/4"=1'-0" BitEET S6 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE2"= 66.50 PSF (76,50) ZONE 3e = 76.80 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91,70 PSF (101.70) ZONE 2, = 76.60 PSF (86.60) 4' _0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY. II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 212' 0,131 F1667 SCREW SHANK 170 000 RING i6-2RINGS pER 8d RING SHANK, 2 3/6' D.113 SCREW SHANK INCH) RSRS-01 SO RING SHANK, PNEUMATIC 2311, 0,113 F1667 SCREW4NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z = USE tYY' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 0 O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF 3HEATHINO ATTACHEMENT 9PACINO NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6' O.C, IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 1 Od NAILS @ 4" O.C. ON EDGE AND V O.C. IN FIELD 16., C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI lT!`.KIN(' PFD AI411 ING F:l`HFDI II F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 RI RING S W W K GUN NAILS 0 t O C. TOP A BOTTOM EDGES , g zz i O 0 YZ W gy e S z Ad Z N U ' Q O $ a fn TYP. EXT. SHEATHING ATTACHMENT o'u9 �o 8 #G 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . TYP. EX T. SH ATHING A IrACHMENT FOR STRUCTURAL ROOF SHEATHING #8 7' DECK SCREWS 0 6"-6' O.C. MAX @ EDGES 8 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3N'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIRENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ME ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS UPPED B INCHES AND SEALED WI1HADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1084M, GRADE 85 AND BE PLACED IN ACCORDANCE NTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TV40INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED Y-O' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.REBAR SHALL BE ASTM AS i5A815M GRADE 401 CONCRETE IN RE E DEFORMED BARS, REBAR SHALL ASTM AEETING ME THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: N 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 A E. L STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED TIONS FOR 20 psf TOP CHORD-non<oncurtant REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: p4 BAR - 25" MB BAR - 98" WOOD TRUSSES. 10 psf BTM CHORD-nonconcurtent 05 BAR - 30" 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS NTH 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 NTH ANSI/ASCE 7 68: 1991 18 psf TOP CHORD 20 pst TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 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 WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS DIMENSIONS, T Q ENS DNS, ETC ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEOE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS I T F IL . S N HE ORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE AM E BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, 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 318" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 1W, USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 316" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED 5PN- PRIOR TO THE ADDITION OF PLASTICIZER FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 w. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETESHALLCOMRLYWITH ALL THE REQUIREMENTS OFACI 318AND ASTMCMOC94MOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALLBE T MESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT $HALL 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 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-12PFOR #6 AND SMALLER 2PFOR fB AND LARGER C. FORCONCRETENOTEXPOSEDTOWEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTICN 612E TYPE SPACING REMARx6 PPPLICATIgJ ERE TYPE 9PAGNG REMARHS 14 PT FUR INS TO GASE HARq:NEDCOIL S„- GARAGEgXMBUCK "".-. TAPWN MASOMY tlC (YEMSE I1D, 4- END qST.. MASONRY/CONC. -L 11W LONG. TO MASON -NC NOWASNER S I1 EGGF.ET. SGDpAL. EXT. DOORS U TSEENOTEB G45EM5Ro<NEOLOIL -II IS?- 9"o'C 6 TAGGERED NANWWiTAORI FASTENED NATO MASOM1WYIOONC. GARAGE DOOR BUCK TO MASONRYICONC. S1S'gA OR R'qA wA61ERCONTACT ExPAN51gJ BOLT 18' I_A) n7gA) x'EMBEE, EDST SAT., WEd6T. YnNDow BL'cK NAnd=NED oqL NNLI roc MANOONt1W0lL FASTENED ETA.6TRAP To THIS ENGINEER FOR SPACING 1. PT. SEE NOTE6 yr Lc«c. TAGGERE9 Nro MAswnrloxlc. uAsors+rlcoNc. REQUIREMENTS T.6W1N3000R 0-A "TAPOS! IVY EMBED, B END. BUCx 21 PT. SEE NOTES FASTtER IS- dST.,t 1 OEIX£d6T. $y PT WINDOW BI.C1{ a2NOTE.R118' rO�C 4 IQ d9T.,11/Y P T0E -.6EE EEODST STAG_.E. . NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SLANG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR NTH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND aMEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA #,. 0003325 � s U W x a a OC K R .LL l U13DIV. Ae L40 ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECT# 04181.04C-14141 MODEIA 4EHB "2605-HAYDEN" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAM A.AB000MCRA L AR NO W723 A DATE: 02/07/22 BCA=: 1/4"=1'-O" eiD>rE r SN1 e HAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS NIR6Ba1NIIL wrocee,DeDTxaNnrwm,Ew pM1EMFD1A0M0FEeDY4MBYaDROCDp}MW0¢LDMOR£dDt K. vmLeN�Rc�uawwoaw'�xw�Yrlmfu mIwKmesmmATTw . DORimrwnn]nmTE" MREDwaBDOk�3A]R¢V.eR¢D6v tla INIgND4Yoi Des'dVnEBeV41Ds: R,iN164CwM p,TN64NEETM1,E4tlfOCN W' Vwe. 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DESIGN PRESSURE (PSF) RATING AT IT SPAN (NOTE 2) vrfYaeamaellRa KKAUAIKe1K11100 lNeE10IIR aKK1.RpaBK PMIKe Wa>7 rl{9 F11e[A41G 16CeL,EeIGLPTJ NBTM 1alalL r rRk euD rtlw / +-awElrt +Ba:J-ai] wA w+ �OtlMd / ,-B1wIrK —I/-MI wA w. v4 OIN BNn 64far Ir t14n[ • nu•o-ran nxN / ,-<NN.n .ea /-K.> a,e w1a ,r rrM . nw.o-saLrt aw �" / •aNNn .r>/-4n wu •.v lu o4K xamu aorrn +-Nw.a / ,-oNwL wy-K •.14 ..n n ma wlKeet eLt4as nf¢eN A40R eWL K caMVIN lD epa41G wm IN vLB ewc M a®L nMi FLeI¢T Fe®}En tl mwlm iapl Asa > aew 4R Ww auC wRD V!lD4,IN rDKRm lmax or M RaeR weDEw DE[E Fpl OdwKKN w rK EaKx RL[MIS MtE,K K K wtEam N 0.4 Rw 1F[ ,eOlc b a Bien ]roe Been1 kBa4uF6 AT W. fY. 1•' Aw Ir. EK sere awn • FDI1 TNlq�NOOD nbeew GM4aA AND MlIw10 fFE ODNIeF,IM. ffi BQt B A CMtCIW BEIwe 4FN1 Ewn,EN1OK rpr KTK]. TABLE OF CONTENT 9![T olY�IYEI oppMe xoTa. Te461BIe1Ct MrelEa fOFFn SMKNL ] aewLATaF worm Nq V RetEIK AT NFe¢114 Vw4 ] IeKlwaal KWe, aNIItD101 mrseNDraN � Eioa,+Al,oll ¢erA4F. T.aeNe cafODkL uN E.wLAndl KTrs , TBaFN ¢ saeT Wane > ax,41n Nn rtlOW .eue[s J aw VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS DESIGN PRESSURE IPSF) AT VARIOUS SINGLE SPAN LENGNLS . EAv¢woTwE pR,Nsf iS iN1t IS01KJM0.4�10V040RR RI. TIB:N6rALUT10N LRDa6 KCTIDNS WONli 4w 5NFE161ANp•DENICT BM0IE BRANB FpgwvE caNsrglcrpNOF TRUffiMDDD.iMWlafw[TNEA n��, MMTMUIIwI pra%BAINelfI iNlBw j4.46BER GNtREVEgaII MEWBNDCDxiIDUR,iIUNe, tVEp. Tlaa a#.SNUT LIMT a0FLi1NaTAUIp,Ilaila6ECg6tlCUAAiW16 DfaY J[iL01R A6rM1A1M L. �— ' EA61EN£RRBDYNEM[Ma,MDSPAwIWSBARE fNNY 6. r N 641,NDsl .1 Aa[ 8aT M] .�D 1]. SF€iNDEtNTxNRMFTFDRAYWt4 D. ir, M,N AwDM ,s 1s eaANDal ss.6 � -sts ]. NatAL:AT,DN iABKNEM M aC 916 zi _. fwElfgFga f.K'TMF iYN_iNi,ENVaLENi,NDBODE miANCEsgWw rn cnviNwciR.TE BFF iaxrFNFw v�sM.i i.R FrN uTa ii—im Aac s=.[ a}.1 mw �wE -� H eacot6al i6 as: • EYKDYENFa.ttY=f WH[rIN&CB:NSV]NOBUfMOi WTFD t0 — __._ A6C •Ie� eafn �-�11 { 9� atUCC3fM49nCR1ENEEqAN)SaMD1.FK:ECRTANCE9 Left BE6UCN TC VRErfwNficgACENG DFEU69TRwTL WTEWL. K D}E 98 :.i FAS1eNF111E1Wm9 E110WNW itEH4TAWTgwCETAa6pONDI TAiRINlo ACCOVxI WALL FWSKB 1WLL FMRh iMCRNEaBSNMt K MDFD SD fNE RE(aefEDr,BLEIe.RLENDT1w. BEE FwSTEVER BCNidae TANS aE rxN f:NE.¢t. li ae1e4RAlA,9R /R0. OWVAEET®fwER }.p,yFA41ENEgB[MML¢AVE Cp111oRON REBWTANTCWTMSORBE1M0EDr ��. NSi41AigM OFTARSAlN1VFl kNMw iw•pa,W tORW�1QJ nEbBTARTNARMAl4 CANPwi1K.£'MTNTNE66a8TRA1F NAlERN18. K 6a AmacC: , sar .w.r M 6aANDa[ ', SS.6 'I', FASTENER SCHEDULE otlw'stiu/14-I w ewD r/r v. ,nloT. 1MNf[R � a f�M4p1N' f f-,K ,wreYat 90I}if o, Dawea I1p1Y` eeaewE EVO IRE RO:D9 '7 .165 6 499� 0.04 1.54 1/2" J-CHANNEL/TRIM I VINYL (No. i 1 DO) 25 r) 022 2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL smF)T ANO TRow SCHEDULE RO:D9 '7 .165 6 499� 0.04 1.54 1/2" J-CHANNEL/TRIM I VINYL (No. i 1 DO) 25 r) 022 2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL smF)T ANO TRow SCHEDULE VINYL SOFFIT JCNAlSEL FASCIASERIES 12' TRIPLE 4 SOLID NO. 0623 SOW SOFFH 12• TRIPLE 4 fULL-O-VENT 112• J-CHANNEL C FASCIA No. 0622 VENTED Wft ALUNNUM SOFFR No. 1100 NO. 4700 12, TIPPLE 4 NLL-O-VEft1 ECO N0. i,; VENTED SOFFTT BNB.,— L• 4 %-r BLL OF MATERIALS eoeOlwc ON ala* , wo B4A.n] (Ba Nme O� a1 B,Rr 11 ] <eR YNB ,-awa - 4f2 BRMWo ax 9BYT > FtloL - >a oMasN a Nlar > Ion r4 aN =NKr } s pw�� .mot-}/[' T-wa Fw calocrt ,eo � Dnsr Dwf1ETBE1 . I-]/r T.t IRa r u a . >/11' eaM cADew sane r' fe6 IaIW11 nm a >rm e 1.6 am r4 s r eel.,fe eaxD wmL - se . nK E.e woos • ] ]' Ner.E +DOD wrw - K - as fee emD ,] o+swl Oral BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING RUSS/JOI BY OTHER BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH STAPLES INSTALLED FASCIA ®16" O.C. MAX OS THRU SOFFIT AND JCHANNEL AT NAIL O STAPLES INSTALLED I SOFFIT 1O HEM AND IN VALLEYS THRU SOFFIT AT NAIL / HEM AND IN VALLEYS STAPLES INSTALLED 4E OFFIT iO O FASCIA J-CHANNELa /�1,2„°,C. MAX (INTO TOWOOD)INJCHANNEI -CHANNEL© DETAIL B MAX SLOT $MAX-. J-CHANNEL FASCIA DETAIL A BATTEN ® © BATTEN STRIP ANCHOR 10d NAIL AT EACH ES INSTALLED Q SOFFIT AND TRUSS/JOIST/ RAFTER LOCATION NOT TO NNEL AT NAIL HEM VALLEYS EXCEED 24" O.C. INTO WOOD SCREW OR OS M ©STAPLES INSTALLED iio G SCREW, N ATTACHMENT THRU SOFFIT AND STAPLES INSTALLED @ © NER SPACED 24• JCHANNEL AT NAII HEM AND IN VALLEYS 12' O.C. MAX (INTO .C. WOOD) IN JCHANNEL SLOT OR T-NAIL 1012- O.C. MAX. OFFIT 0 i t 1 X2 WOOD BATTEN (INTO CONCRETEIMASONRY) M E-2)(2 WOOD BATTEN }" MAX.- 11- DETAIL D C) STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS C kL DETAIL E J-CHANNEL O 5 /-'INSTALLATION SCREW, /BATTEN ATTCHMENT 6 FASTENER SPACED 24" S$ MAX O.C. �,6TAPLES INSTALLED 0 12- O.C. MAX (INTO © WOOD) IN JCHANNEL OSLOT OR T4NAIL BE 12" O.C. MAX. (INTO CONCRETE/MASONRY) ,—CONCRETE/CMU OR WOOD (NOTE 1) fr DETAIL C J-CHANNEL BY OTHER 2114" NSTALLAT10N SCREW, SATTENATTCHMENT 8 EMB. FASTEN ER SPACED 24' g MAX O.C. TAPLES INSTALLED 0 12' O.C. MAX (INTO WOOD) IN JCHANNEL S SLOT OR T-NAIL 0 12' O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) OIl TE1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY, BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L' SPAN 'L' FIVE WIDTH (ROOF (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'A' -/- ,V SEE DETAIL'E'--l" SEE DETAIL'D' SEE DETAIL'E' -..._ EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL Q WALL, FASCIA @ FASCIA END J-CHANNEL 0 WALL AND FASCIA END xrax A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 CrAa A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 ../ ILtaa A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 o� W ii � d}iy..•�� S 1IVVgCC � F -LL aLTBDIV. & PAT ABBOTT PARK LOT #14 BLK #14 PHASE #4C PROJECTIF 04181.04C-14 41 MODEla 4EHB 112605-HAYDENFE GARAGE SWMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C I PRn"T DATE: 02/07/22 sCAix.- 1/4"=1'-O" sMEET SD1 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 (FIGA), 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 NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TFCHNICAI q[IPPnPT INSTALLATION: 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 FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT 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: VENTING TO V FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) EAVE SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS FASCIA 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFITO OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • 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 MODERATE CONTACT IBC 2304.9.5." LEAVE APPROPRIATE GAP AND CAULK FIGURE 2 MEMBER FRAMING MEMBER H-JOINTE BATTEN FRAMING MEMBER ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT =P FASTENERS \WAY FROM CORNERS " IN FROM GE OF SOFFIT d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.wm fig,#: 0003326 ABBOTT PARK LOT #14 BLK #14 PHASE #4C IPRDJMCT# 04181.04C-14141 MODZU 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C PRINT DATE: 02/07/22 scALE: 1/4"=1'-0" EHEET SD2 13P- 9 5 84 DR Flo�1o� St�Le Go.�;1�,3153c�Fd- Rbho�',- 6-L �`�88 50.A Ctovei-L/U