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HomeMy WebLinkAbout7850 Sail Clover Ln14 2t0)0504EHB-HAYD__EN 17_� PREV/MLING A�?!z, M LL VOKK UI0�01Nk- CODE. (;0DES -!.ORIDA SU, z) NATI CODE, ONAI AND THE CITY 1)F"'17FPHyR_H1LLS opnINANC.ES REVIEW DATE HOMES JUL 2 CITY ZEPH_Y_'RH1LL,S PLAN EXAMINER_ 12602 TELECOM EDFtIVE, TAMPA, FL 33637 Tt--I: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM BUUMG CM, REnghMM, A V ABOVE LAM. LAVATORY DATE DESCREMON DR HORTON HOMES 12602 TELECOM DRIVE 7m UMON (2m) - ALL LOCAL M NATE CODN :OCCUPANCY RRESIDENTIAL,GROUP R3 CONSTRUCTION TYPE VB .Pea. INTERIOR FINISH CLASS B A AIR CONDITIONING LUM, LUMINOUS A ADJUSTABLE MC. MEDICINE CABINET ALL A TERNATE MI MANUFACTURER AMPAN, MINIMUM BD. BOMPERA E MT METAL THRESHOLD CL CENTELINE MT. R M D. MOUNTED CAB. CABINET M METAL C CEILING N.T.S.NOT TO SCALE ft/28M 2 -STORY CM CONVERSION ARCHITECTURAL SHEET # DESCRIPTION OMIS 131D SET ISSUED PG CI -COVER SHEET PG GN- GENERAL NOTES PG AI —FIRST FLOOR PLAN 02/" ADDED ELEV.J' 4 IK'UMTW SIDINGPER MAW, BOUES 02a0/18 BID SET RE -ISSUED 04/11116 FOOTING REVISIONS PER It BOtUES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC TM SPEEDVult=160 MPH Vasd=124 MPH EXPOSURE C -I-STORY RESIDENCE .2-STORY RESIDENCE MAX HEIGHT AS PER LOCAL C CLEAR OC' ON CENTER CONC. CONCRETE PL PROPERTY LUC Cyr. C . P B PUSHBUTTON CT CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBI DOUBLE PLYWD. PLYWOOD PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2 -SECOND FLOOR PLAN PG A3K—FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" 06/" -JOISTS INCORPORATED -LAN 1 INTO MASTER I 0606A8 CONSTRUCTION DOCUMENTS RE -ISSUED ONnAS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL AND STATE CODES D.G. DEAL GLAZED PR. PAIR Du.. DIAMETER PT PRESSURE TREATED OMfM DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SL2A PG El -FIRST FLOOR ELECTRICAL PLAN DIM DIMENSION R. RISER DISP. DISPOSAL RAO RADIUS DR DEEP RA, RETURN AIR GRILL DR. DOOR REF REFRIGERATOR US, DOWNSPOUT RM, ROOM OM41MG DTI. DETAIL R.O. ROUGH PG E2-SECOND FLOOR ELECTRICAL PUN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 02/26/is PLAN MAINTENANCE STATE OF FLORIDA SQ.FT. CAW.'S 034" REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04ftAij UPDATED LEDGER BOLT SIZE 4 SPACM 06ASM REVISED I -JOIST LAYOUT PROFESSIONAL ARCHITECT: DW DISHWASHER S.C' SOLID CORE E)Cr DR PG DI—DETAILSEA. 06121/15 ADDED LED Li3i-11IS TO rJTCWEN 4 BATWROOIIS PER MAW BODES ROLAND A. ABOUCHACRA EACH S D. SMOKE DETECTOR FEE ELEVATION S 11, SINGLE HUNG EQ. EQUAL SHT SHEET EXIT EXHAUST S SHEATHING PG D2-DETAILS PG D3-DETAILS 01,23AS ADDED STONE OPTION TO ELEVAT06 'W, 'W, 'J' 4 %' AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 IST FLft LIVIN53 1,104 $a FT. 2ND FLR. LIVM 1,501 ba FT. TOTAL LK44 2,600 Sa GARAM 431 $a FT. PORC14 ELEVATION W III Sa FT. TOTAL ELEVATION 'r 3,153 Sa FT. EXT. EXTERIOR SHWR_ SHOWER r.IFX FIXEDGLASS S SIMILAR F.U. FUEL GAS ST. SLIDING FIN. FINISH S . GL. SLIDING GLASS FLU' FLOOR STD. STANDARD FLUOR FLUORESCENT sws SHEAR WA FR. DR. FRENCH DOOR SECTION FLU. FOOTING TEMP TEMPERED GLASS GA, GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSALT.O.C. LTOP OF CURB GEL GROUND­FAUI T CIRCUIT T.O.P. TOP OF PLATE INTERRUFITR T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL PG D4-PRODUCT APPROVAL LISTINGF PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS OW" LEDGER BOLT SPACW. REVISED w2us ADDED OPT. W-V cELM 14EIGWTS VMW REREPLACENN USP CzECTORS UT14 SPIPSM CONNECTORS 03/Me REVISED DETAIL ON SWEET D2 OPT. W-O' CLrA W.T. 05AV20 REVISED STAIRCASE AND STAIR SECTION DETAIL vvmI 2" FBC UPDATE ON0341 ADDED SOFFIT DETAILS STRUCTURAL SHEET # DESCRIPTION 03/0541 ADD FLAT WEADER 0 1 -6' AFP. (W-W CLG ONLY) PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PIG S1.2A-DETAILS PG S2-FIRST L97 BEAM PLAN AND NOTES PG S2.IA-DETAILS SAO PATIO 00 60. FT. GYP FIR GYPSUMBOARD U.N.O. UNLESS NOTED TER HOSE BUT OTHERWISE H.C. HOLLOW CORE V.P.VAPOR PROOF HDR_ OR ITT HEADER W. WASHER HOT. HEIGHT W/ WITH INSUL IN ULATION WIX WOOD INT INTERIOR WOW WINDOW W/H WATER BEATER W1. WROUGHT MON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 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 S3.1A-DETAILS PG S31B-DETAILS BUILDER To suBmrr A WRITTEN R.F.I. (REQUEST FOR PG S3.IC-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1 . s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS MONSTRUCTION BASED ON THE DRAWING SET. i N ' RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 ti _ SU13DIV. & XO7 .4 ABBOTT PARK LOT #7 BLK. #9 1Ipft0jIcc'Ir# 04181.000-07091 MODEX. 4EHB "2605-HAYDEN" 0AdPtAGE STFMG: LEFT 3PAGIC: COVER SHEET %,,160 MPH EXP. Cj 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 (2D20) LINO. 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 11301.2.1.2. 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 ATTENDON OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDRIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8 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 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - 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 ROOFANALL/FLOOR 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. PLUNBNIO 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 N' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERMIGS 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 FI NSNES 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 ASTML926-18b, ASTM C1063-19a & ASTWC1787. 3. LATH & ACCESORIES PER ASTMC-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 ASTMC1063 -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 CEILN W 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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:12/10/20 (RM) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.mm AA S: 0003325 � w � h a � o j to W f 0 S SU13DIV. do LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEU* 4EHB "2605- HAYDEN" GARAGE 91"NO: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 44 PATIO 0 61 15'-4' 3052-SH R OVE OF ROOF I --------- EGRESS (2) 3052-SW 6068 StsD. 21'-411I 12'-4' - BEl v CLOL m Q G 0 1 I I 1 G ROOM - ROOM V_v* CL& V4V CLG. 1 9'-0' 3'-8' 3'-8' (2) 20" FLAT MDR 1'-b' AFF. • I A I I I 1 � • TUB/ BATH#2 vIC I II W-0' CLG ti I - CIV m I I I -- 1 0 I I AL ® I I° W,C, Im B I �` I I j^, O 1 o M I 11 1 1 UP I 1 1 1 1 1 — H8. 3' 0 9 m � 0 5'-4' 3'-8' '-10' 2'-10 28=68I co 2 668 I 8'-0' - T-8• L T Y-4' 5'-8' Y-4' WN 220 MIR STAIR DATA 15 RISER • 1.52' AD 2 �p11 bREP ipp = s� I If 3-SH 14 TREADS • 10' BOLLARD rrr --- i - A$ REQ. -_- PER BLDG. FLAT HDR • CODE I�_0• 4' 8. 11 13._0. FOYER e c A-6" GARAGE III I'c FM III I V-O' CL.(s III � _ 9 II— - III FLAT HpR • . 2-10° 16'-0' 2-108 III T-6' AFF. (2) 3052- H FCft g 0RCLG, i :a 9 0 FIRST FLOOR PLAN SCALE: 1/4' • F-O' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(121mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS $HALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS T14AN '115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 11TH EDJ 302.1 UxJ1iO MADOJOD1OMDLOAOa INMM VEINIIIIEFORaMMOM apom BMW ZME tOWHUDCM R]WI® NOTIFE FOOTAGE MIN. WINDOW IC 5 31/-50 CRITERIA EXTERIOR $WING to 5 36/-41 DR MIN. CRITERIA SGD. MIR 41 5 34/-43 CRITERIA 16010 O.HD. 112 5 31,0/-34b P2'x12' SOFFIT 1 5 313/-499 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONRIOLDAT60YOIHI SQ.FT. CAM'S IST RA LIVING 1,104 50. FT. 2ND RR LIVING 1,501 SQ. FT. TOTAL LIVING 2005 ba FT. GARAGE 431 $a FT. PORCH ELEVATION K' ill SQ. FT. TOTAL ELEVATION -w 3J53 SQ. FT. "PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8''-0® L UND ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UND ON PLANS 11'-4' BEG. INTERIOR ® BEG. WALL UND. ON PLANS 4' INTERJOR NON LOAD BEG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO 15E 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 wwwabdesigngroup.com AA #: 0003325 a o a p 0 0 3lit C NI Q to g Wx o0 x sUHDIV. de MT: ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MODEL• 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH E . C 12 PRINT 05/06/21 DATE• SCALE: 1/4"=1'-O" SHEET Al r s C DBL. TOP PLATE 0 m (BAR DETAIL A SCALE: I'-0' 42' NIGH HALF WALL UY CAP (2) LAYERS OF W4' PLYUAOOD OR (2) LAYERS OF 3/4' SUB 5_0• FLOOR MATERIAL RIPS FOR 6OLD NAILING LAUN . 3/4' TK. «HI Iq.00R SECURE TREADS TO STRINGER AH U GLUED SCREU,ED WK3PS 3' SC EUB • EA PER FASTENER STRINGER TRINR UNTWREADED SWANKOC 4EDU E TO EXTEND BEYOND TWK304 66 OF SM49-OOR SHEATHING FIN. FLR NOTE. DUNNING SHEET) STAIRS RISERS TO C WORT TO FBCR TR/ EDITION (2020) MIN. TREAD.10' MAX RISER.1 3/4• 3AW MAX VARIATION IN STAIR DATA: R18ERBRREADE ADJACENT TO EACH 15R * 1.52' OTHER 3A3' MAX. VARIATION IN N4Y 14 TREAD$ • RISERRIEAO HANDRAIL CIRGVI.Ai! 10'. I' NOSING CROSS SECTION DI.4 TO BE 1 1/4' •-1/4' OR PROVIDE ECUIVALENt GRASPABILITY WINDERS- MIN. 6' WIDE • NARROW END MIN, II' WIDTH . O' FROM NARROW END 34' MK HANDRAIL W.T. •ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE UI4LLS, UNDER STAIR SURFACE AND ANY SOFRTS PROTECTED ON THE ENCLOSED SIDE WITH IA' GYP*UM BOARDS. PECK 30U.1. \ 3/4' KICK \ \ PLATE VMAX N0 0' \ W. MIN. STOR. ` 3.2.12 SYP STRINGER \ REINFORCED IWlX4 SFF \ W CONT. BEAD OF \ Sift -FLOOR ADHESIVE PL-400 OR 6911LARE - EA WORIZONTAL RN 2 X 4 RE-UlOROR1G • EA 2 X 12 STRINGER SECURE UYRd 6'-V Or - STAIR SECTION B SCALE: I/2'.1'-0' WALL uv CAP \ 2X4 ATTACHED UV Wd MASONRY NAIL6 • 2X4 P.T. WIN SLEEPER INTO SLABTH8' OF EACH END, 32' OC. MAX 1 1/2' MIN_ HANDRAIL • 36' W/ 2X4 RE-AFORC THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R3111Z2 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 Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND �m A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES �oQ SHALL HAVE A MINIMUM RADIUS OF 110'. �Im 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 160-1.5.1 / F.B.C. 2020 HANDRAIL SECTION C 5CALE:3/4'.I'-0' HDR. DTL. NOTE: HEADER FINISH TO BE PER C0 MLINITY STANDARDS IA41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 J m 0 4 N W 00 J fA UHDIV. a. LOTBBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL' 4EHB "2605-HAYDEN" GARAGE 31"NO: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH E . C IY 1 Dp 05/06/21 SCALE: 1/4"—f-0" SHEET Al 4 39'-A' g • :"o ol::.....-.•".: ol• • :� ... _ . • o �� � n i•:,:,:,I�+I,I,;n,!.l..l:!:!:f If M M i• I i•: v, logo •:�..., :•: .� 1+4 :o as o .: .. . � .o ,• :•: .4 "' � qPo:❖:•:! o :!:!:!:!:!:4:liol�!:!:!:K!3:�ilo I - I SECOND FLOOR PLAN SCALE, 114 - I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 PAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 Y y o m V �Wy V R SU13DIV. do LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH W. C D T luN05/06/21 SCALE: 1/4"=1'-0" SHEET A2 a q 25'-4' BLDG. HGT. SHAKE SIDING --------- (TYP.) 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) 11'-4' 2ND FLRA, �— - DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 2ND FIN. FLR'• 8'-O' CLG. HGT.. OPT. COACH—� LIGHT II'-4' 2ND FLR, - BRG. HGT. 9'-4 3/4' 2ND FLR FIN. FLR/BIW.a. T. 8'-0' CLG. HGT.s -— 0'-0' FIN. FLR, -- 5 1� -- -— -— -—-— -— -—- — --- FRONT ELEVATION REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH FYPON 16'X46' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR BRG. HGT. I I FYPON BKTIIXII OR 1 I EQUIVALENT 1 I 4' RAISED I I I I BAND 6' RAISED I I BAND ITYP.J I 9'-4 3/4' _ 2ND FIN. FLR I ,L8'-0' BRG. HGT. •• EN�TRT= I 408 I I I I I TYP. I I 4' RAISED I I BAND (TYP) 8' RAISED I I BAND (TYP.) I I FIN. FLR. _ 2ND FLR HGT. I I I I I I I I OV3"-4 3/4' 2ND FLR r FIN. FLR/BRG. HGT. I ,`8'-0' CLG. WT. 46 I TYR L _ _ o0� O' FIN. FLR AREA OF ATTIC = ism so, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1595/300 = 5.28 VENTILATION AREA X SO, I NCHES MR R.(144) = 760.8 SOL IN. MIN. REQUIRED VENTILATION = .5X 76018 N UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT 380.41125 TOTAL# OF VENTS REQUIRED = 3.30783 OTAL#OFVENTSPROVIOED = 4 *AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LEA THE OVERHANG _ (EXTERIOR OF WAULTO EXTERIOR OF WALL, NO OVERHANGS INCUIOED) W' THm 2 COAT CElaw PLASTER APPLIED DIRECTLY TO MASONRY`� 4'x4' G4LV. Y'-TYPE PLASHING SET N ROOFNG CEMENT FBEPWLASS SNRKLI5S lUlUNDEN-ANTIENT AS PER FBCR 7X6 67P PT LEDGER WY 906JL ROOF 6HEATNIYs THIOQE.86 U2.8• } ,4pED ROD 37' AS PER SHEET SNL SECT/® PER Or- 4 WTHN 6' OF EACH Or- FASTENER SCHEDULE MAX SET INSIMPSON 6FIPSON LOU-26 HKiI 6TRETYsTNI EXPDXY 2ND FIN. RR (PIER EVJ 6' MN EMBED. 2x6 5YP RAFTERS OR ROOF SLOPE PER ELEVATION —� 2X6 SYP PT LEDGER UU MN. 1/16' OSB SHUT14M 1lCx6' THREADED ROD GUSSET TO BE SECURED TO 32' OC. 4 WTHN 6' OF 2X6 MEMBERS WI/ Ed NAILS EACH END MAX SET N 3' OC. • PERII'ETER 11-4' SIMF4M HIGH STRENGTH SI'IPSON LW-26 IW (4) Wd's 2'-0' EXPDXY W MN EMBED. TO LEDGER AND (2) iOd'N A CHMlEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 • I' ENWEERED NOW MM IES • 24' OC. SUBMIT SHOP DRAILNG6 SEALED BY PROFESSIONAL ENG6EER FOR REVIEW AND COMFRITS PLYWOOD SHEATHNG SEE STRUCTURAL 2ND FLR BR.'a HGT. IPER ELEVJ ROOFNG AND PLASHNG WW DRIP `TRIM STIeAFs Ar0 ANCHOM EOC+E PER MDR W41tlRANTEE See OTRICTRAL FEW REN' NM U.IRAP FASCIA WITH BREAK METAL r MOD BEAM 00 6TRIGTIRAL VENTED SOFFIT PER ATTIC CALC'5 —' / v V2' THICC 2 COAT CEMENT PLASTER-1 APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FILM WNDOWI PER FLAN RAKE SOFFIT DETAIL B SCALE: I/! 1'-0' 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J a � es w � ,o � F IS C n W 0 L POOR Ae LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MODET- 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "K" 160 MPH ER. C [,DDATE: 05/Ot3/21CALE 1/4"=1'-0"IMET A3K r 6 IT-4' 2ND BRS. HGT. 9'-4314'2N2 FIN. FLR W-0' CLG. HGT.go 0'-0' FIN. FLR., FRAME DOIN FOR FYF'ON BKTIIXII OR EQUIVALENT IT'-4' 21,10 FLR BRG.HGT S'-4' 3/4' 2ND FLR FIN. FLR./BRG. HST 8'-0' BRG. HGT ® ENTRY 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH Il'-4' 2ND FUR ------ BRG. HGT. -0' 12 9'-4 3/4' 2ND FLR. 4 FIN. FLR NGT. _ •ENTRY -_-_- ,oV-O'FIN. FLR „—� 4' 2ND FLR. BRCS. HGT. o '-4 3/4' 2ND FLR �' FINFIN. FLR R3 HGT. I81"0 O—$ 0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngrou' wm AA #: 0003325 o a yl 3 m a R 0 o a SUHDIV. & LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT/ 04181.000-07091 UoDEL• 4EHB "2605-HAYDEN" GARAGE 31117NG: LEFT PAGE: RIGHT & LEFT ELEVATION 11K" 160 MPH QV. C DATE: 05/06 21 DATE: SCALE: 1/4"=1'-0" SHEET A4 K r v ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SNGI.E POLE AVY OUTLET IIOV OUTLET V! OF OUTLET WRED TO owrmw —�i ON IIOV CUTLET � e�W P'�' NIEI(INNER RESINTANTTI41f TTPE) E@ 220V OUTLET r4) 01E CONlC11ON F C>fl Ma 94TO POMW CUTLET GROUND FAULT NTERRU►TER BWTCH OUT04 3-11114Y OPEIE �4 SWITCH 4-WAY &PER t- o � \� OUI.L I'GIMID LYYR CEILI G UGNT © LED. CL3 LIGNT © VP LED VAPOR PROOF LIONT @VP VALOR PPCCF LISM @ RYCBe6D CAN eVENT. FAN I OM PER SG. M V@B. PUN SNLIGNTr I CR'T PO[ SQ rt. Y - 1.1 (BPEC'O lBD BT mw PLIIORESCBNT UR,4P ® 41CJIND AROO (RECESSED) FLIIORESCBNT 2-0ILD apb1P AROUND (BUFACE T'NTJ t� p---t 2' FLUORESCENT 4' RNOPM6CENT 4' TRACK L*WT O PANEL METER OSD. etn4e DETEerae M'YK.N6� 1 WALL MOMTED SAMIMAQW111! 1w I Smoot Dinscrom BILNAffilYE ®CARBON S/CO rItINOME, smom DETECTOR C01W BAIT. eea[4r Y# INTER-CONlGTED SMALL RS A DISTANCE OF NOT LESS TH®1 4' FROM PIMANT LIONT LJ� T NATURAL GAS OUTLfff jY T@E -ACHE JACK e&4 WATER WA roI1.LE sE2 ,1'yVVeE¢ AIR CONDITION— DISCONNECT e0 ON TELEVISION JACK CELNG BOX. O TO EE SUPPORTED N ACCORDANCE a# 8= J-Dox 1'OIE MAIMMO AS SUCHINSPECTION EI4awT RS4add CO CELLNG ILKt PAN4f TLING OIE°I a N BE ACCOI4D = W e# FOX 41 rinw4En AD ae eua4 FOR 24' LIGHT STRIP Anonnn SP INCANDESCENT L04T STRIP nnn nonnnn 4e' NOAN T L,GHf eTFtlpTIaP FLOOD LIGHT KP OPr. awaun IQ1Tn1p HE PA HRH-EUTTCN FOR C14MO on PORT • LOCATION OF TV JACKS 4 PHONE OUTLET& 4 PANS TO BE VERIFIED # WOEOUI ER PRE-OnNSTRNCTION MEETING. • ALL 0 4 20 AMP DRAWN CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PECIR TrH 4eDmaN t20x0) 4 N� xlelx xmn EDITOIN. •20 NIP DEDICATED LAUNDRY CIRCUIT. • GFI .ISLAND (NOT ON KITCHEN CIRCUIT) • Dfl!+ ER DIOCCN SCT TO M LOCKOUT N PANEL • MATW M701 EXHAUST PAN TO HAVE MN CAPACITY OF 50 OM NTENMITTENT POE ELECTRICAL PROVISIONS OF SECTION MB0T3 FBGUt TTH EDITION (20201 • LAUNDRY ROM RECEPTACLE SMALL BE GROUND PAULT CIRDM-NtE1TSaPtER PROTECTION FOR PERSONNEL ON FEEDERS • 11111043. METWD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF Pam 1TI4 M (202m1 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR TtH ID [20201 . A.a Lee4saw 4VYtD BY �•. its AND EFFICIENCY) 2Q=- llh EDITION R4R4J WP Panel MAIN -A PANEL: eH 8 ♦♦P c t breaker VOLTAGE: 1201240 V -1 Ph MAN: 150 Amp M.C.B PATIO FEEDER 3� TM CuTWM & 1-N6 Cu (G) in 1 1R" C. OR 3-#2i0 AL THVM & 1-#6 Cu (G) in 1 10C. Mon Pals file Wssiplie• M4ae ck m Orel, TYstls Di—ipd- Bw Pale Moe .2 1 m FAeb Rec.)letle GFl bll1G 1. 1 2 Isp- M2 2 m hiBatim PRnp 100D 3 4 Space S, -- 5 4 BNe C.U. w 2 0 WWI TIP I Spxe 7 a 1 PANEL -A — — PANEL: 42.t breaker VOLTAGE: 1201240 V-1 Ph MAN: 150 AM M.L.O. FEEDER 3-#1 C.TNNVNI 8. 1-#B Cu (G) in 1 1/2" C. OR 3- #210 AL THAN & 1- #6 Cu (G) in 1 17 C. 0 PIE -WIRED I I '" DIlM GLG FAN UVING ROOM rW. I'ols Ba 0.s:ri tMtls Oret4[ uwl Mtu. D..W .- file Pal. _. M&re ROOM P I - #12 # t2 1 m Sma4 1— 1 1 m haeva9�.l Viaoa GFl teUD 3 2 moo Rana. w 2 4 Le LG FAN CLG FAN I 12 1 m 9nN Apppmee 1500 5 e z mo J \` �,• •� t1 0 ,z 500 m 1T e BDRM #2 6'_g• #12 N2 m e 1 c.:q aaN..AFD 15()()m 1 m StithGFi 12a0 11 ,D GFI m , mo 12 Im Dteetr GFl m 1 nz N2 `' SD. r ♦ I I GFI ``\ .4 M4 1 15 Faye/ —AM a0a 13 1 15 , Liati, IGtlan, On. Us AFC1 90D 15 W, Rn 17 14 50W DM. it 3p 2 18 i& 15 Wa#1e GFI m , .0 M2 O \ #14 1 15 SD & OO AFO 60D 1 19 Space 21 m I I= Doe GFI m 1 22 I" IE14eicr U.B atlas AFCI m 1 #12 412 N4 1 15 Beeavn 0/Btlrovn a2AFO 90D D 24 900 B ,ItIAFCI 15 1 aM4 tt #14 1 15 DeoaaemAFO Sao 25 m am 8thAtAFO 15 1 C4 I10. s14 1 15 a.aa.anN/ e.aarssxr In4AFtl 900 � 2S 1m0 2Mrl.e RiYlnD2n40.l1vJWA1D m 1 #i2#12 2ND FL\ SWITCH 1 Ispapa 1 mOp[.3tr CoeOpec(il 103D A 30 laaa mm4Ns mly m 1 412TO � GARNET I OUTLET 3, spa a 33BATH#2 3xSWITCH o FOR _ MICROT s 33ssea FOR DWI I i OR #& z 25 ArcAR.u. 55m � axles I(VA t usw> a1 eOUTLET w a2 SpannwoLijrt J1, l Demand Factor Calculations ABBREVIATIONS: ww P8. GFI • 44' i Flnl lD000.r,et lmlc 1wm AFC:ARCFAULTOR FNTERRUPiER Nc: NloucoNallwr LOAD GARi�3E AFF. DOOR#!/i.O (I ____ - REEF Rmrai gLyt Qb 14m0 Total A/C IoaC 11T85 6R: URGINGFAULTN1EmiUPIER 1 BOLLARD ' AS RE0. —_— —c - j Tdt ComxL.O LaeN Wits 35885 LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD PER BLDG. ' / Tatd s.an/zwlaner ,4as CODE ) ( General Li Min & Race tscle Loan 1 III C dlts8 Rs3 W/S.Fl. 5 1 781 - \ It 3at65WAM i at 100% 1 ti% /• III ♦ P16A Gerard 8010 KEYLESS FIXTURE ♦` FIELD VERIFYll w GFI POUR \III PRE-WIREDLOC, GARAGE 1 III CLG FAN IL DOOR till PROVIDE 3•2/0 CU. THWd . 1% CU IN 2' 2' CONDUIT O3 •4J0 CONDUIT OR 2/0 SPR AL, TTO • R CU N SIT DUI A (CONDUIT TO 7EIR'ISLaTE ABOVE SOFFIT • OVERHANG) EF GARAGE _-/ IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' AFF. WP / t GFI P.B. FOR I I NOT To SCALE COMI61NATi011 SERVICE I"AMP DISCOWI DISCONNECT BTr-W AND 12®a40 VOLT 1 \CHIMES I GENERAL NOTES, M ELECTRIC PETER N 1 t'LLO O jM^{\ a Ela ELECTRICAL nATaLn AND NarALLATICNn SHALL ENCLOSUREA 3R e4CLad PANEL • COMPLY WITH ELECTRICAL PROVISIONS OF TIE PRIOR 1TI4 PORCH ` _ EDITION )Fj 020P (Icy 0) LOCAL CODES, AND ALL LOCAL POSER _ - __ - -------------- - - / COMPANY REQUIREMENT& a ovAP COACH ------ - o' - - - - - - - - - - - B. ALL CONDUCTORS BNALL DE TYPE THHN/R4W UNLESS t"I�B LIGHT NOTED OTHERMBE TPI ePHQ•E SERVICE CABLE TELEVISION EUSERVICE EQUIPMENTENTRANCE EriSPMSNf POSER COMPANY INTERSYSTEM BONDING 1'ER'tINAI AT LOW VOLTAGE CDNWCTIONS FIRST FLOOR ELECTRICAL PLAN SCALE= 1/4' . V-0' I I I L I LED LIGHTING @ SINGLE LAV. BATH '4 PROVIDE 50 AMP, 121PQ40 VOLT, I FNASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) N 1412" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) N 2" DIA SCIEDLLE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 44 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOiER STEEL PER ELECTRICAL PROVISIONS OF THE POOR TT14 @DITION C2030). S/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 W wwabdesigngrou p.com AA #: 0003325 W Z C,� x iv 3 � use Q N W 0 SUDDIV. Ae I4oT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL- 4EHB rr2605-HAYDEN" GARAGE I9111IMG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C D� 05/06/21 SCALE: 1/4"=1'—O" 9FIEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES RSV OUTLET 20 AMP SNOLE POLE IIOV OUTLET IISN OUTLET V2 OF CUTLET MOM To su1TCN GPI IIOV OUTLET SQUIRED WPAILl wwiarMEmiuMPm R[elSraNr TTPE) 220V OUTLET (4) WRE cwcctwk -ice- NIP -�F• GF� EXT. OATSIVMmo P CunmT OIg1O FAILT ►rteNaPTER SWITCH SUIITCH 3-WAY OPER $4 SUITCH 4-iWY OFt'R MIOUiTED LIGHT tWALL CEILNG LIGHTIG © LED CLG LHT LED VAPOR © Vf- PROOF LIOWt @ VP VAPOR PROOF LIGHT @ NJ=sew CAN eVBfT. FAN I OPM PER SO. FT. VENT. FAN WLIGHIf I CIRM PER SAL FT. VANITYLJOW rWPeero Teo BY 4 ff KAJORSOCENT 2-O YIRAP ® UI AROUND !RECESSED) FLUORESCENT 2- P IIO �JMO� reu�� rNr� ]__{ 7' FLIIOIRECBlf 4' TLWI�6CLNT Q�y—� ra—a-�-my DOD 4' TRACK LIGHT PANEL Nib METER (D S.D. OCKE DETECTOR BATT RAcc4 (YLHABQWIBE WALL PIOU TIM Rarr_ eeac.�w 1 1 Orkma DETECTOR IELWEl� ® 13�0 CARO MME rxmm � CO'� BArL eerJc-IP Uw masom WM_COr<lc1ED SHALL BE A DURANCE CP NOT LESS TNNN 4' FROM WALL PEDANT LIGWT NATURAL GAS ► TEL@PHRE JACK UAN DISCOO1% �� m eE ELNAtED •7 AIR COO UNO. SEE"ON DRCOSECT TWA ONM I� TELEVISION JACK CE Box JO TO BE SUPPORTED N ACCORDANCE uP BOX J-BOX MARKED AS SUCH FOR INSMICTION CELN4 BOX CELSG T•AYLIGHT ro 0E SUUT CRT® N ACCORDANCE OOK 'Opo"D AS SUCH FOR 24' N^.W R ,CLQIIIL TRIP S LIGHT STRIP [f[fnnnn M. INCANDESCENT LOW STRIP r,nno �• INCANDESCENT LGM S1RP FLOOD LIGHT O OPT. SECUIRITT' I�rPAD PD. PUSH-OtITTOr FOR GIiES • LOCATION OF TV JACKS A PHONE OUTLETS A FANS TO BE VERIFIED • NOMEOUER PIE -CONSTRUCTION MEETIN& • ALL B A 20 AMP ORANCN CIRWITS TO BE ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS OF >QCR • 20 AMP DEDICATED LAUNDRY CIRCUR. • GFI • ISLAND (NOT ON KITCWN CIRCUIT) • DISHUAS4ER DIS=N ECT TO BE LOOKOUT N PANEL • BATHROOM E)cMA UST PAN TO NAVE MN CAPACITY OF SO CRM NTER'UTTENT PER ELECTRICAL PROVSIONS OF SECTION M16m-13 FBOR ITN EDITION (=O,.. • LAUNDRY IROOI'7 RC-CEPTACLE SHALL BE GROUNID FAULT CIRCUIT-NTERRAMER PROTECTION FOR PERSONNEL ON FLEDERS • UNRNG METHOD SHALL eE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FOCR TTN ED GIEWL • ALL uloRc TO CCYPLY VATH ELECTRICAL PROVISIONS, OF THE FBU! TTH ED (20201 ALL LA11PS SMALL BE SELECTED BY BUILDER AND 11 TYPE PER EPPICIENCY) 2020. TUI EDITION IRA04J I � L—--------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-®' -----------\ �L L II II'-4' 2'-8' 1'-4- 1 LED LIGHTING @ DOUBLE LAV. BATH E3 I I I I I � I I I L - I I I I I e I I I � I LED LIGHTING @ DOUBLE LAV. BATH •1 .1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.00m AA #: 0003325 Z 8 � � a O mo ! N W E Q SURDTV. & LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL.- 4EHB "2605-HAYDEN" GARAGE 81RNG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLA 160 MPH C MAY a DAA F-RIE: 05/06/21 8CAL• C- 1/4"=1'-0" BFIEE E2T1 2' VTR 1 V2' I W' 2 2' VTR LAV LA V2' 2. 2 m 3 m 9' WAOMM 3 2- Vryt 2- 3 3 2 I W' - KnCWM aw W/ Vj• AUTO VENT WG I U2' W. COND -— — — — — — — — I ON + LAV 2' 2' VTR 2. LAV BRIAR — — — LEI Ll Ic 3' 2' 1 1/2' LA I I I i 7Up 3• co I I 3 I 3' I TO MAIN p I _ v I - I I 0 30'-3• g._g• 9 PLUMBING RISER I III I • TUB/ I ICI . o I I V. V. I i i I I I� m OlO lily--- 4'-8'-------_-_--- - I _q 2,_8. 4 0 L OPT.T, - -_ I 3'-5. 1--4 o �oPT. I I I El lu LI _(��{�� a - 9 0 In p � `^ III LAV. I S Q' J LAV. x III m I ry I M I I I I I I I I 0 l . I L- - - - - - - - - - - - - - - - - - - - - - - - J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . I'-0' • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesIgngro p.mm AA 8: 0003325 W Z � a 2j! = q ti O C � 9 sysaty rc L.OT: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 WODET- 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 160 PH E . C a DAB rE: 05/O6/21 SCALE: 1/4"=1'-0" SHEET P1 0 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 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, NA L BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES 514ALL 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 MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS s BEDROOM #2 12X8 1 c-ounce O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID BATH #2 AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPGONS UNIT SIMPSON WB ROLL STRAP OR EQUAL y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETUR4 CONDENSING UNIT WH Oo TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVE I DRAIN, ) PER FBGR lTN EDITION (2020J NOTE: MAIN COND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 3012A OVER HEAD' 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL SUNK COUNTER- PLUG CD.PLUG .. SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC a�FUQQRSLAB CLEAN -OUT (TY�P.)� FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN) r I I I ��xW I 1 OR FRS ABOVE -------------------- i IIVV--�771�1' m I 14X6 12X12 I� I n PASS THRU III I� II� n 1 7 7 1 I Imo___ I I I ' ``^ ' '% KITCHEN STOR. I == --- __, lrm Zm —� S' S/A FROM ABOVE ul , `�9X9 I j n ' u l FLEX FOYER I III 111 GARAGE �—L�, PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-0' .is • 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abde lgngroup.wm AA M.0003325 �� siptt 14 0 1 E 03 F n j A _ —LL W f 0 BUDDIV. & LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECTp 04181.000-07091 MODEL• 4EHB "2605-HAYDEN" GARAGE BT►IWG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C L------------------------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . V-V 1 N. RONALD RFAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.eom AA S: 0003325 .4 a �+ a� s� m m SU13DIV. & LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MODEX. 4EHB "2605- HAYDEN" GARAGE SIFMC: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 JRH E C 12 LINO 93M of D IUNT 05/0B/21 SCALE: 1/4"=1'-0" SHEET M2 I- 2X4 TOP PLATE PLAN LPI�_FAB TRLI88 Vl' CLG. BOARD 112' DRYWALL • r SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' OIC. MAX FRi FLR 2X4 WOOD STUDS 024' OL. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (a)TYP. INT. WALL NON-BRG. D1 SCALE: 3/4'.I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS TYP. ON. VENTED SOFFIT i 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM El OR 1/2' HIGH STRENGTH4 CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' cm 1/2, GYP. UAL. BD. - WOOD BASE — 0'-0' FIN FLR m n W/ WINDOW OPENING H 5' DIA SLEEVE, DO NOT CITT BOND BEAM NOT CUT SOLID GIS011T THE BOND eY (I)• 7 BEAM (2) COURSE REBARS PIPE THROUGH BOND BEAM D SCALE, 3/4-.1'-D' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG3 TRUSS MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160TIB.1. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. I!O RW. roe roleais LM . m. 2B GAS LINE THRU BLACK DT Auts vr.re FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WWII. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATJ/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,, 8' CMU S, 1/2' TNl(7(, 2 COAT - rC M.A&Mt APRLIeD D"RomT 70 M OC RY ArPROAPPRO T �rALTRACK APPROVAL VIMp 1yµ 6Y NAIA°. TIDS RAM D BRACK[T5 loom av TRACK CT ArPIWYrFnvaL RfA 2.6 P.T. WD ATTACIED TO FILL CELL A6 rely APF"O T ArrllDVAL REQ SNALAW . SAO=R IY�D ►EATNER 57ItlP "IMILOM ALL BY s GARAGE DOOR JAMBS D1 SCALE: 11/2'.l'-0' _2X4 SPF 24' OZ. MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRKaHTa PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS e� CONT. 2x RAT RUN SECURED PER-/ STRl1GTURAL DETAILS JJJ/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,..PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. — WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS will 0'-0' FIN. FLR 4 ROOF SHEATHII -s THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 16OS5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-0• UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 -ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE Iv UNDERLAYMENT. i i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 wwwabdesigngroup.w AA #: 0003325 q g � 4 s a m A S N g Wf O x I 9TJBDM de L0211 ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 WODEL 4EHB "2605- HAYDEN" GARAGE 9111IiNG: LEFT PAGE: DETAILS 160 MPH EVR. C DATE: 05/06/21 9CAi E: 1/4"=1'-O" SHEET D1 FIBERGLASS 91,41146--LE9 FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WSJI AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICIGIESS AS PER THIC04ESS AS PER SHEET SNL SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. R PRE-ENG WD. R 24' O.C. MAX. LEV TON 24' O.C. MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS GALC9 FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.H. 5/S' GYPSUM BOARD ELEVATIONS O.H. 5/9' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR I/1' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFEIZFNCE bQ FIRE -STOP SOFFIT bQ FIRE -STOP STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL -4.IINSUL. N 6 w m w 6 a m WINDOW ATTACHMENT -� w AS PER MANUFACTURES SPECIFICATIONS a RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED `D a 3/4' T t G SUBFLOOR AS PER NAILING I THICK 2 COAT E Q GLUED AND LED "LED 1/2' THICK 2 COAT m SCHEDULE R PD CEMENT > PER NAILING 6CHEDULE PORTLAND CEMENT PLASTEASTE R APPLIED D+ PLASTER APPLIED DIRECTLY TO w v DIRECTLY TO w . MASONRY m R IfELEVATION MASONRY w m IX1 FIRE -STOP IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL T` LEVATION LEVA ION 5/8' GYPSUM BOARD 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD 'ER 2 ZZr - fE EVATION 1X2 FUZE -STOP IX2 FIRE -STOP R-4.I INSUL. R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. BURRING DIRECTLY TO STRPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O.G. MA90NRY 8' CMU DIRECTLY TO 9' cm 1/21 GYP. WL. BD. In.GYP. ILL. BD. WOOD BASE WOOD BASE DQ FIRE -STOP IX2 FIRE -STOP, 'irmf v a L ,a n W/ WINDOW OPENING WITHOUT WINDOW OPENING au 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 M14 ca i] a yl M 14 r.. c 8VHDIV. de LAT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODET_ 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH . C PRINT 05/06/21 DATE: 9CALJ8: 1/4"=1'-0" 81-IEET D2 im 2X6 P.T. • CENTER OF DOOR LEADER SECURED WV (V VT' X S' J-BOLT WV 4' MN EMBEDMENT IW 2' X 2' X VS' WAAWER 4 NUT OR WV (2) 102' X S' ANCHOR BOLTS VS' WA&WER a NUi 0 B 2a4 to SILK WV ® V4' iAP(.ONS B IN 1 Vl' EMBED. 8' or. 4- END DIET. 1 1/2' EDGE DIST. IN SI B 2X6 "PAO : DOOR a MCC SECURED WV (9) IM' X S' J-BOLT OR ANCHOR SOLTS. W/ 4' MIN. EMBEDMENT, WV 2' X 2' X VS' W48NER 4 NUT. (U N WITH S' OF TOP, lV WITHIN S' OF THE BM B (3) EVENLY SPACED. B B B NOTES, ALL ANCHORS SMALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE 91h^11 NBTIis1GTI AYE M BTaa6H:.BaT GARAGE DOOR �1BUCK ATTACHMENT 3 euEc. vra� 2X4: ® 2X4, IE 2X4: SECURE TO BLOCK WW SECURE TO BLOCK SECURE TO BLOM WV 3/16' TAPCONS (MR 11113A6' TAPCONS (MIN V4' TAPCONS MN 514AW SIZE J48 MIN SWANK SIZE J45 MN SWANK SIZE J45 MIN. WEAD SIZE 300 HEAD SIZE -IM MEAD SIZE 300 MIN EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 V4') WTWN S' OF EACH WITMN V OF E.AC14 WITHN S' OF EACH END a W Or —MAX END 4 0. OL, MAX END 4 10' OC. MAX SPACING. SPACING. SPACING. 2X6c ® 2X6, ® 2X6: SECURE TO BLOCK SECURE TO 15LOCK SECURE TO BLOCK W1(2) 3/16' TAPCONS W/(2) 3/16' TAPCON8 WK2) V4• TAPCONS MIR MR SHRANK SIZE J45 MN SWANK SIZE 145 SHANK SIZE .44E MN MN HEAD SIZE 300 MIN HEAD SIZE 300 HEAD SIZE 300 MN 9' cm MIN. EMBEDMENT 1 114') MN EMBEDMENT 1 1,149 EMBEDMENT 1 V49 WITHIN W OF EACH END S' cM9U WITHIN 8, OF EACH END S' CMU WITHIN 8' OF EACH END LW ORYWALL a W Or- MAX SPACING. 4 S• OL. MAX SPACING. 4 W OG. MAX SPACING. V CM Ia4 P.T. OR 5/4'X4' MN W' DRYWALL 1/2' DRYWALL VC DRYWALL SECURE TP RU FRAME • ❑ I'X4' 2X8, ® 2X8, ® ❑ 2X&. EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' BLOCK W 3/16' W((2) 3/16' TAPCCND P.T. NAILER IUK2) 3/16' TAPCONS P.T. NAILER WK2)1/4' TAPGONS P.T. NAILER TAPCONS DOOR CASING (MIR SWANK SIZE J48 1/16' ODD. X 4' MN. MN SPANK SIZE J45 DOOR CASING MN SWANK SIZE .MS MN 66W4 K SIZE J45 MIN. HEAD SIZE 300 MN WEAR SIZE 300 MN HEAD SIZE 300 TA6' OJUD. X 4' MIN MR HEAD SIZE 300 MN EMBEDMENT 1 1/4•) DOOR CA6ING MN EMBEDMENT I V4') MN @7DEDPIM I V4•) MN EMBEDMENT 1-1/4• WITHIN W OF EACH END WTWN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 b' O.C. MAX a b' OG. MAX a IS' O.C. MAX a E' OG MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMS OR WINDOW SPACING. DOOR JAMS OR WINDOW SI""CfNa, DOOR JAMB OR WINDOW MANFACTURE& DETAILS. ATTAC'J1 TO 2X PER ATTACH TO 2X PER MANFACTUES DETAILS. MANFACTUE$ DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, S 411 AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" A 1/INDOW TO BLACK +3/4" OR +5/4" 2X4, 110 SECURE TO BLOCK WV 3/16' TAPCONS MN SHANK SIZE J48 MN MEAD SIZE 3CO MN EMBEDMENT 1 1/4') UAT14IN 8' OF EACH END a W O.C, MAX SPACING. 2X6. SECURE TO BLOCK WK2) SAV TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I 1/49 WITHIN S' OF EACH END e. CM'IJ A 10' OG. MAX SPAC6G. VJ' DRYWALL 2X8. ® ❑ I'X4' PTRAILER SECURE TO BLOCK P WY2) 3/16' TAPCONS (MN SWANK SIZE 345 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I 114') WITHIN W OF EACH END 4 IS' Or- MAX DOOR JAMB OR WMDOU SPACIW. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V47 DOOR JAMB TO BLACK +1 1/2" A TO BIACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +1 15/18" n1IIIdDOB TO BLACK +1 15/IB" 2X4. SECURE TO BLOCK W/ 3AW TAPCONS (MIN SWANK SIZE 145 MN HEAD SIZE 340 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THIROlY61 NON-STRUCTURAL WK2) 3M.' TAPCON , 3A6' TAPC'.ON MN I-V4' (MN SHANK SIZE .I45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH Elm S' CPU 4 W OG MAX SPACING. ❑ I/J• DRYWALL 2X8: SECURE TO BLOCK PX4' W/(2) 3A6' TAPC0NO P.T. NAILER MN SWANK SIZE J49 DOOR CAOW. MN HEAD SIZE 300 MN EMBEDMENT 11,140 WITHIN S' OF EACH END 4 B' Or— MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" rD111B�iR01► TO HIACK +2 1/4" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" Orr �n� •rn pRnrir +a" 2X4, SECURE TO BLOCK WV 3/16' TAPCONS MN SWANK SIZE .14E MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END a 18' O.G. MAX SPACING. 2X6, cm SECURE TO BLOCK 00) 3/16' TAPCONS (MN SWANK SIZE )49 MN HEAD SIZE 300 MN EMBEDMENT 1 1,149 WT14IN VOF EACH END 4 10' OG. MAX SPACING. 2X8, SECURE TO BLOCK WW2) 3A6' TAPCONS MN SWANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 1 14') WITWN S' OF EACW END 4 Is, OL. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TwIllo W NON-STRUGTJRAL 3/16' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK 6.OMu VI' DRYWALL 1 X4' P.T. NAILER P - DOOR CASING. NOTE: OMNI AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') 2N D 2X SECURE TO STRUCTURAL MEMBER WK1)12a1 WITHIN S' OF EACH END 4 6' TO 6' OL. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. DOOR JAMB TO BLACK +3" F NOTE, SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 7/16" RDQDOR TO BLACK +3 7/18" 2X4: SECURE TO BLOCK WV 114' TAPO" MN SHMK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4.1 WITHIN 8' OF EACH END 4 W OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMRO" NON-STRUCTURAL WK2) I/4' TAPCONS MN 3A6' TAPCON MN 1-1/4' SHANK SIZE J45 MN ET1pEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END S, CM'41 4 W OG. MAX SPACING. 1/2' DRYWALL 2X8: 1= 1 1'X4' SECURETO BLOCK P.T. NAILER IUK2) 1/4' T78tZE 1' P.T. X 4' MN MN SWAN45MN HEAD 0MN E'BEV4') DOOR CASI'HG WITHIN S' OF EACW END A IS' O.C. MAX SPACING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 3/4" `1�s W TO BLACK +3 3/4" 1 N. RONALD RFAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com AA B: 0003325 b s � Z � C r U) W O "f. Sujmly. ae LAT: ABBOTT PARK LOT #7 BLK. #9 PROJECTp 04181.000-07091 MODEL 4EHB "2605-HAYDEN" GARAGE SVFMG: LEFT PAGE: DETAILS 160 MPH FvV. C —07 ]DATE: 05/06/21 SCAIAM 1/4"=1'—O" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 13672-32 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/32/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 1149SA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10532.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT ZOZO FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 28644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS&DOORS WINDOWS VERTICALMULLIONS 2020FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/32/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/Z021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/32/2023 13292.2 JAMES HARDIE BOARD PLANK 2020 FBCR 22/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 wAft w 1A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 WW Abdesigngroup.com AA JJ: 0003325 h I; a a F O Sg _ SUDDriI, do Lo ABBOTT PARK LOT #7 BLK. #9 PiiOJECT# 04181.000-07091 MODEL• 4EHB "2605- HAYDEN" 6A %AOE STUNG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PRINT 05/06/21 DATE: SCALE: 1/4"=1'-O" SHEET D4 PIEFOIR" ED CONTROL JOINT PLANW OF CONTROL. JOINTS Td BE WIRED TIED TO LATH . V Or —MAX (VERTJ. MOM, DO NOT FASTEN CONTROL JOINT TO UwLL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV SSECURE�C0NTPM JOIN Y BE USED O TEMP. DURING INSTALLATION —� PAS' ERa TO BE SPACED— • T' OG. MAJC VERTICALLY / I ]' TMICUG 9 COAT CEMENT PLASTER I RB LAYER Q, FORTFBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERTJ OC. MAX AT SUPPORTS WIUB LAYER 9,STUCCO URAP WOOD SHEATHaG M IZZZC/!7ZZZ/� FAmmim LATH SHALL BE CONTE4UOU8 TNRpgv" JOINTS BUT DE STOPPED A! L TI2X4 BL��yPQ¢ ASTM C1063 PLACED FLAT MAX. 6' TO S'FROM CONTROL JOINT WEN CONTIOM JOINT FALLS ON l ASTETERS FOR LATH TO BE NAILS OR\/aTRUCtURAL sTICSTAPLES IN COMPLIANCE AV ASTM CI063 2. WIFE TIES TO BE (NO. IS) 0O41S' PARE3. BLOCKING SNIOIW MAY BE INTO WALL aTLD6 REGI IIRED PERM" TYPE CONTROL JOINT OI--.R. A L MIRAGE . PT. e A GRGAIN . PT. C OL.IXD NWIID. PL4 1 MlAM . PT.0 HOLD ® LNDLD A.wo. A.A x. MIR.aee . Pr. e a CNIAGE . PT. G 4 FOLD PT.0 OrE! ►T. e TLL PT. G TOYCIN eoTra1 ILANGR b 4e epROM R/W1! WTBG il01TT SEAL FOLD. QQ T mcm. ]' T14M 3 COAT CEMENT PLASTER (R.T71; a' 3 GOAT cvlo T PLAGTER (M,u 1110 LAYER 7. F42WNHE R BUILDING PAP -MR ITIMM[ MLY) U 40 LAYER 1, STUCCO UAE (Plt4M OILY) Nam, APPROVED BUILDINGSHALL BE LAPPED A MI IMUM OF 6' . VERTICAL LAPS (ROLL ENDS) 4 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPEDUNTH FORTIBER SIEATMCJG TAPE4L LnTw \ X—� I LATH VERTICAL LAP TO BE 1' r. METAL LATH U M LAYER % STUCCOREFORTFIBERDING PAPE 2 SCALE, I V2'.I'-O' VERTICAL & PAPER LATH DETAIL WOOD NOTE: SFEATISIDE LAPS OF FETAL PLASTER BASES SMALL BE SECURED TO allml FRAMING. MEF'BERS. PAPEF THEY SMALL BE TIED WITH 0RU415.N (121-MM) aTUCO WIRE AT INTERVALS NOT MORE THAN VAS PER A61M C1063. ® KICKOUT FobPAIR OF TEARS N URB LAYERS, TEARS DETAIL MAT BE PATCIEDUYI40" WRAP TAPEPER MANF. SPED OR PEEL G STICK STOP Ye My a TL.emm 6n TGS I'LASHTI va 4OROM Q ISPON BALL NrOe[GT1Aw INSTALL FASTS ERS (CLIPS: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE) WIRE TO FRAMM URB LAYER'L STUCCO URAP URB LAYER -2. FORTEINLDNG PAPER FETAL LATH W.WSELF-ADNERWG MEMBRANE PLASHING OVER APPROVED HOUSE UIRAP. SELP-ADF00IMS MEMBRANEPLASHING OVER APPROVED HOUSE UURAP. NTO PIPE ]' THIOC 3 COAT CEMENT PLASTER W CONT. BEAD OF SEALANT NSTALL APPROVED HOUSBLRAP ARMETAL LATHINFILTRATION BARWER OVER LURE LAYER Q, FORTFIBERBFIEAiHNGBUILDING PAPER UPS LAYER 9, ELASTOFERIG COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) STUCCO URAP WOOD SIEATWM SECTION PER SE TIONbmlkr w6aP-Exterior of ft a oa bon larar.tell complyTof ST applicationlequr.menls of ASTM C 92B-18E.Wbon rhall .� wM ASTM C 1U83-19a orASTM 1787. HORIZONTAL LATH & PAPER DETAIL 4'x4' SELF-ADNERMIC. MEMBRANE FLASHING (COMPATIBLE UV HOUSE UIR4P MATERIAL) OVER APPROVED MOUSE WIUAP. 1' OR LESS PIPE PBETRATION CUT AND OVERLAP C SELF-ADIERNG WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WAL - SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING;) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS L" FLASHINGN.T.S. STEP ry N.T.S. S EP 02 NETRATION DETAIL (F LEGEND URAP MATERIAL'OVER 4'x4' SELF-ADFIERSYs MEFBRAN E PLASHMY. OVER APPROVED MOUSE UIRAP. PLASNIY TO EXTENID ONTO PIPE CUT AND OVERLAP OIE SIDE OF SELF -AD ERW. MEMBRANE FLASHUY. I DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1roII ZIP WALL SNEATPING SELF-ADHESIVE FLA5PINGNOTE: METAL LATH: LATH TO 5E PER SECTION R103.'1.1 / ASTM C-54'1-14a, MIN- 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 VAMabdesigngroup.mm AA S: 0003325 14 O L SVBDM AE IATABBOTT PARK LOT #7 BLK. #9 FtOJECT# 04181.000-07091 HODEL4EHB "2605—HAYDEN" GARAGE S�►iIVG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH PRIIrT 05/06/21 DATE: SCALM 1/4"=l'-0" SHEET WA1 INSTALL 6' SELF -ADHERING FEI"IBZANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED . ,.� . OF SEALANT AT TOP AND ;'. SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS I _ APPLY SEALANT AT PERIMETER Or - BACKER BACKER ROD FRAME AND STUCCO ON ALL SIDE& V CAULKING 0 JOINT I ALL AROUND 1 PER SECTION R7 3.7 Exterior latI IA and DIes01r4Ug BACKER ROD I Exterior use of portland cement plaster shall comply with the application .x requirements of ASTM C 926-18b. .k Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, � ,: X - or ASTM 1178T WRB LAYER -1, .'� JC: STUCCO WRAP rl ;I :; - HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER rl, FORTIFIBER BUILDING PAPER WOOD 5HEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER Sn�cco WRAP LAYER 4, FORTIFIBER BUILDMYs PAPER a�oNeTucTlaN —METAL LATH S' CMII VINYL CASING BEAD W RAISED BAND -WALL WEEP HCI�ED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STOP VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SPEATPING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-547-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATP DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP A SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER, UNDER 'QUICK FLASH' —'WENT PENETRATION SCALE: N.T.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 I _"-E LEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER j' THICK, 3 COAT CEMENT PLASTER V TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED I-t_�I' WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC I50CYANOTE-POLY5LEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP �001 CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE V' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER q, STUCCO WRAP LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH WOOD Ve' TEXTURED CONSTRUCTION ; :y�FNIS14 • IJOOD FASTEN TO WOOD STRUCTURAL MEMBER • I' D.C. MAX e' Cm V TON MID -WALL IiCGP SCREED • CT 6' WIDE 51WJP SELF ADF- S fl_.ASWNG, CLEAN .� MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCKI STEP *'3 - V WRB LAYER 01, STUCCO WRAP WRB LAYER h, STUCCO WRAP APPLY 60 MIN IWS 9 _ GRADE 'D' FELT ® MEMBRANE FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) _ METAL LATH STEP #5 STEP "re OELECTRICAL RECEPTACLE L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com ` AA M: 0003325 w 9 N C 2L2� m w IN 0 O � p NN Fr sXMDIV. de TAT: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL 4EHB "2605—HAYDEN" GARAGE 81111MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H IN. C `;T'1!;T<YfK� PRD4T 05/06/21 DATE• SCAT-9 1/4"=1'-0" Yd SHE�E�TT A2 WOOD 514EATHIN WOOD CONSTRUCTION 3s' HAT CHANNEL TYPE 'X' DRYWALL SHEATHING WOOD SHEAT WRB LAYER 9, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER EXT. WOOD FRAMED WALL UNRB LAYER -1, 8u6-FL00R DECKNG STUCCO WRAP WRB LAYER @, FORTIFIBER PRE-ENG'D TRI166 BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RESISTIVE - BARRIER 9 PLASTER WEATHER RESISTIVE - f,' SAF.. TOP OF VEEP SCREED BARRIER 4 TO SHEATHING BEHIND VEEP SCREED J' THICKT 3 COAT CEMEN PLASTER 4' POSITIVE DRAIN WccPr-occn S METAL LAT14 - - - --- WOOD SHIEAhING- 6' SELF-ADHEREIWs FLASHING WRAPPED '. •� • TOP OF WEEP SCREED 4' PQSITNE DRAIN - �`:, TO SHEATHING BELOW „gyp Sq�p WRB LAYER 9, L STUCCO WRAP (SHOWN FOR SEPARATE AC ' WRIS LAYER R, FORTIFIBER BUILDING PAPER WRB LAYER 9,_y ( CORNER OF CI STUCCO WRAP �v AMICO AM66-WFWIC-180 I y ° 4' POSITIVE DRAIN CUSTOM GASIINC'i BEAD 2 WEEP SCREED ND OIUN GAP AFIELD -� (SHIFOR CLARIFCATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE: I I/1'•I'-eD' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM G-84l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) 3/4 RESILIENT HAT CHANNEL " Vl&TJ. CASING BEAD 5/S' TYPE X. DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH d' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER -2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) .WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 4 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) u11 RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL {' THICK 3 COAT C (PLY) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 CA GALV.METAL DRIP EDGE FEEL 4 STICK) SET IN FULL BED OF 6' PEEL a SEALANT. MIN STICK .DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK r ��—i rV CHAP FOR BACKER I )j'XI %, P.T. OR SIMULATED VJy ROD 4 SEALANT WOOD (TREX) FILLER C:ONTN000S VNri CASING BEAD WATER PROOFING m , WEATHER RESISTIVE LAYER f2 LAYER PEEL BARRIER 9 STICK) WRAPPED FROM LLEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER P"+e•"' 6' PEEL 4 STICK . DECK FEMBRA NE, DRIP EDGE TO DECMG EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 CAA &ALV. METAL DRIP EDGE SET IN FILL BED OF I JOA 34' P.T. OR SIMULATE SEALANT, JF MN. WOOD (TREX) FILLER SPACE FRCM'T DRIP CpNTWAJCUS FACE TO TREX Ye GAP FOR DAC2CE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 �ERESILIENT I STICK) WRAPPED FROM 3/4 BALCONY DECK TO HAT CHANNEL CANTILEVER I' THKMC 3 COAT CEMENT PLASTER METAL LATH SW TYPE 'X' DRYWALL WOOD SHEATHING UYTEXIIARED 4 PAN WEATHER RESISTIVETED i FINISH BARRIER 9 WEATHER RESISTIVE i' T14IC K 3 COAT CEMENT ARRI1E -2 BARRIER PLASTER YMri CARINER BEAD D 4' Po 4T FV E DRAM ` VINYL CABNG BEAD Np Cr6P N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CILY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING 1` •. WEATHER RESISTIVE BARRIER 9 fI;' WEATHER RESISTIVE BARRIER 4 6' SAF. \ PEEL 4 STICK I )h'x3' 'L' FLASHING - FULLY EMBEDDED IN ROOF CEMENT I )i' X 3' 26 GA CsALV. METAL DRIP EDGE ri GAP FOR BACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT,)V MIN. f'f SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD i BARRIER 9 {{ ' WEATHER RESISTIVE WATER PROOFING Mt t:^ BARRIER -2 LAYER (2 LAYER PEEL'' EXTERIOR CALU"N 4 STICK)'°:aC"°e."� COLUMN SHEATHS. LEGEND 6' SAP. PEEL 4 STIGIC IJ6,x3' .L, FLASHING DRAINAGE PLANE (WRB ROOOF EMBEDDED INDED R I Ji' X 3' 26 GA GALv. METAL DRIP EDGE SET IN FLL BED OF LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) �® I }S'Xl )i' P.T. OR SIMLATED uOODITREX)FILLER•x'MM CONTINUOUS SPACE FROM DRIP Y4' GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—x OPT. BACKER ROD. WATER PROOFING lot MODIFIED 90 LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT C 4ANEL STICIU WRAPPED FROM BALCONY DECK TO VINYL CASING BE CANTILEVER l' THICK 3 COAT CEMENT '. PLASTER WOOD OR 1/16 ° ZIP WALL 5HEATHING 5/0' TYPE 'X' DRYWALL i METAL LATH W/(EX(IIRED 4 PANTED WOOD SHEATHING SELF-ADHESIVE FLA5HING — — FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINTL C:OI04E1K BEAD J / (BROWN FOR CLARIFCATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION (9) COLUMN (W/"L" FLASHING) SCALE;NITS WOOD SHEATHING 2. FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 2 1/2' �BTO FASTENED TO SHEATHING . 1. OTC. MAX. 'i� WRB LAYER 9, STUCCO WRAP > v - ---<_ :/4 WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER SPEN���� 21/2' * CORNER BEAD (FASTENER 4 SPACING tv I' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK WRB LAYER *I, STUCCO WRAP WRB LAYER P2, FORTIFIBER BUILDING PAPER--,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF- ADHERING —� FLASHING WINDOW FLANGE WRB LAYI 5UILDING METAL LL J' THICK : PLASTER WSELF-, FLASHING DRIP C, WINDOW . 15B CASING BEAD Ca) WINDOW ( FRAME, NO BAND) WOOD 51-IEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 w abdmignomp.com AA S: 0003325 Fq P! n � t11yy s 14 V 4s I 1A W 1 0 J BLJBDIV. de LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECTp 04181.000-07091 MODMT- 4EHB "2605- HAYDEN" GARAGE S1RNG►: LEFT PAG IC. WALL ASSEMBLY DETAILS 160 H E . C Ih M NO 93723 A PISI1vT 05/08/21 DATE• SCALE: 1/4"=V-0" SIMET WA3 WOOD SHEATHING —\ WRB LAYER •I - STUCCO WRAP WRB LAYER 12, FORTIF15ER BUILDING PAPER METAL LATH —� }' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER —`jam METAL LATH �\ THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD Cam? WINDOW 15C (FRAME, W/BAND) METAL LATH STTUUCCLO WAYERAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER "2, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD i S' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED 17 A BAND (FRAME) Ys' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING: TRANSITION SIDING sc- 'aa STUCCO WRAP i• THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP CASING BEAD 6' SELF-ADWEREING FLASHING, OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD )_ (CROSS SECTION) UK= SNEATWOO -- aBAARR1�ER �SISnVE UEATNER RESISTIVE —� BARRIER V 9f.' X T Ys LAP BIDMG� LL 6 REVEAL 6• SELF-ADFERM K A8WW. STARTER STIISP rUEATNER RESISTIVE BARRIER , DJEATHER RESISTIVE y R.ASNSUG NIERIN3 GALVV METAL r FLASNMG DO NOT Ul_ oft 6a:ea_ r / X�_6' Swil."TED U(OW TRIM MEMBER \ / OR APGI°�RO'YEDSEALANT \ wn r— 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) BETOND - - W SELF-ADFERSYs WOOD SIEATNMG FLASHING UEATHER RESISTIVE LLEATI-ER RESISTIVE DARRIER'I I \\ GV WEATHER RESISTIVE ,// / K ABOVE TOP •Z' BARRIER Q 9L.' X T�•Y�'�LAP iIDNG � � OF FLASHUJG i / I C i' SELF-ADHIERMG I 0 ' �\ IIJEATHER BARRIER �815TiVE R.ASITMG / BAR�BISnvE / - \ \ / STARTER STRIP \ � GALvv METAL OR I I Z FLAONMG / -. �' Do NOT CAULK oR onouwwn GALV'D METAL UEATHER RESISTIVE Z' IIASIIINCs BARRIER , TO LAP IWY 6 TRIMOF ` ` i ` ' ABOVE MN OVTOP •Z' FO (UMV FLEXIBLE PVC a� uw TT®o 'I rErER BACKER FICD) \ / I ' SELF-ADHERPIG 6' SEL.F-ADNERING I i I I'LASHNG ".O l AT \`\ i GAP W/CAIAKI OR APPROVED SEA WEATHER RESISTIVE \ e; UEATHER RESISTIVE BARRIER , BARRIER , WEATHER RESISTIVE E-Z BEAD V WYL CA BARRIER 4 !W FLEXIBLE PNC BACKER ROD) SIDING TO STUCCO e�AR fwSlSTIVe ® FRAME TO FRAME 19 TRANSITION I -not a a] all DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER i2 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINL 2X FRAMING MEMBER SEALANT WINDOW FRAME THICK, 3 COAT CEMENT PLASTER METAL LATH a WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING, (W/-%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP CASING BEAD TO WINDOW I' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING, S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 Dtl`a Z v � r 0 a >e o stmDIV, ac LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 1[ODEL• 4EHB "2605- HAYDEN" GARAGE s11INd: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1SC131WA4 05/06/21 ALE: 1/4"=1'-0" EET AYNANS GORE .WIN PI TOTS SI INKEEPINGTHEVEMPINI—Y ALIGNED.VEM %PE IS SEALED IF UTILIZED. NAIL IN PI SHONN NJ I'GILLVAN$ED T USINGDBEA NLSATO CORNER.ROOFINGCEMENT V➢,�, SHOULD BE AP%lED TOALL SWNCNM EDGES W:AR TE OUTER EDGE EMRE PERIMETER AS CM OM THE GOOSENECK VETS OPENING IN TIE ROOF IN SEVE INS RECOMIEN]ED IN SEVERE IAEATHER COASTAL SHEATHING. SIZE TIE OPENING INACOOfAANLE UfiNI THE CHART SHONN. M EVEM AMEQMIYOAL VETS FAN IS OOf15TRUCiION ZONES. USED, THEVEMNT OPEWNG INA KITH VETS FAN MANUFACTURES %%NG CONNECnON CnO M 00NO IN NOT CUT INTO TRUSSES OR RAFTERSNIIEN CURING THE OPENING Ul TIE ROOF. Rpn,mINIERFE SWWILEAROUNL THE PERNETER ,TIE OPENINGHE—IiNTTHE MINCINGFLANGE OF TIEVEM LAYS FIAT TO THE ROOF SHEATHING. SLIDE THE TOP IWD SIDE FLANGES OF TIE VETS UP AW) UWER 3WNGlFS.PLLOWTIE BOTTOM VEMFLANGES TOIAY ON I TIE TOP OF THE SWNGlE3. Ih E�n� ROOF HOOD VENT DETAIL SCALE, NTS LINE OF WNW OPEN W. TEI•E'OI FOLOA mam TUOIC R AN NSA FOLD N AT APPROVED WOUNS RAP OrER SHEATMSG OVER WD STD WALL SI.OPI STEP 1 INSTALL S•— SELF-ADN ER11G FLA&NIM OVER NAILING FLANGE JAMES EXTEND StirMN 1FWL SILL FLEXIBLE R.OSNSNG DO NOT SEA. BOTTOM FIN STEP 6 INSTALL S•— SEF-ADNEFNG RASWSD OVER VINYL LEAD RASNIM NSTW I DAM) NAILING FLANGE I SELF-ADNERINf FLASHING P nM BEYOND JAMD RASHANG INSTALL VINYL L CAP 41 ALIffN F--�- uY NT, EDW OF SW1 P.O. PEC 44"ICALLT FASTEN FAKED EDGM(CAP NJULS, STAPLES) ttlTALL OUPONT FLEkYRAP AS T4 FLAMING AT TM FOLD NOU NRAP DOIN N TAPE DIAGONAL CUT N ACROSS HEAD Q WINDOW PLUMBING VENT DETAILS NT INSTALL Y WIDE ADHESIVE - BACKED RIDIIBLE FLASMM MATEMAIL OVER DRIP CAP JONT[PROTECTO-WRAP ET-20I a EOISV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS FROM VALLEY CEMIERLIW: Hcm L IT B THE CONTACTORS RESPCI M ILTY TO VERIFY ROOF VALLEY DETAIL HOUSE~. HaENRAP, TERIA S U E D DUR O CCOO SCALE. NTS FLASHING MATERIALS USED CUBING CONSTRICTION . INSTALL ALL MATERIALS PER MASFACTSSERS WRITTEN SPISCFICATIONS SEALANTS MAY REACT ADVERSELY F NOT ATIBLE, CLEAN AND REAL JAMB TO SILL JONM WITH DOW IM FOLLOW43 COMPLETION OF EXTERIOR RETROFIT WORC NOTE: REPAIR BGNEME SHOWN SMALL BE IMPLEMENTED AT ALL UNNDOWB WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW UM SEALANT ABLY OM WU (O EGL AL) SEALANT FLUID APPLIED R-ASMNG (LANCO MATE -SEAL RC -SS OR EG14L). SLOPE MLL TO Elf WaM I. IT IS THE CONTACTORS RESPONSIBNLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS I CLIDNS SEALANTS N SELF-ADHERKG R 46MM MATERIALS USED DIESM CCNSTRUCTM 2. FL.ASWW.r AT EXTERIOR UJI DOIB AND DOOR OPBNNGB SHALL BE INSTALLED N ACCORDANCE UTH MANUFACTURE" INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF RIC 111109A U N ACCOISDANCE WWnI FENESTRATION MAN FACTURERIS INSTALLATION AND FLAMING INSTRUCTIONS, ULAMWS SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$0IS FAX 407-774-4078 wwwabtlasigngroup.com AA M: 0003325 0 WW S O Q ti fA 00 [PROJECT# tmDrv. do LOTBBOTT PARK LOT #7 BLK. #9 04181.000-07091 MoDEi: 4EHB "2605-HAYDEN" GARAGE SlfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH E . C A.A NO DATE RmT 05/06/21 SCALE: 1/4"=1'-0" s WA5 \ ---------------------------1----------I - - — - 2x6 SUB-BANb i f W/1'x4' NOTCH A _ --- - l END, WRAPPED IN ' PEEL 4 STICK METAL FAsaa WRAP I" DRIP EDGE 1\\ I\ - I \ 1/8' TEXTURED FINISH a 1 \\ WOOD 2x6 sue I 1/a. 1/2' TEXTURED j \ FINISH ® CMU \\ / METAL FASCIA \ WRAP Ya' FROM \ < ' STUCCO, IFROM \ i \ \- - �! WOOD WALL \ \ \\ a EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • cm METAL LATH w WOOD SHEATWW3 OR cm WRB LAYER ry, 9TUCC0 WRAP (FRAME ONLY) UPS LAYER 4, FORTIFIBER BUILDMG PAPER (FRAME ONLY) ot � ROOFmIG cErIENT -ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF [)ECK(BEYOND) `\ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) DRIP EDGE METAL KICK OUT 11/5' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH is CMU ' 2x6 SUB -BAND W/I'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL .3• 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 WA'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY x x x x x x x x x x x x x 3�4 ' x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE GUT isx 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 KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x _... ,. _ 2'x4'x4'-0' x x x x x x x x x x ; ; - DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS V-S' x x x x x ONLY FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/%'x4' ol NOTCH m END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/Uz'x4' NOTCH iv END, WRAPPED IN ©PLAN PEEL d STICK DRIP EDGE EXTERIOR WALL -ROOF CEMENT g (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK— OUT • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 w Abdesigngroup m AA 8: 0003325 M V C 1p� 8j g h N W E 00 s L J SLJBDIV. & LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MODEL' 4EHB "2605-HAYDEN" GARAGE s7IMCi: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA E:: 05/06/21 SCALE. 1/4"=l'-0" SHEET WA6 TE-1 T-6" 28'-2" 0 0'-0 o ao TOP OF SLAB I w m wF. r 4" CONC. r 3 I SLAB a i M C N a ------- --� r 11 —4 -- ---1— —FM-16x18 + ii 1A i i 1.1 21-8" 15'-4" 1 1 11'-8" 10'4" 11 11 11 Im 4" PVC CHASE 0� i III OP OF TOP � LL i i SLAB g 11 11 O J J N ( C) o w- I q 11'-t0" 11 T-5" 20'-5" = 1` 9 LL CW12xi2 11 11 - 1.1 ;' n " cwclzxlz Oiip m — — — — — WI{3 o any —W Q m 0110 �� 89 °p H UP TO 2ND FLOOR m I n I x N iv C (FIELDVERIFY I aiiW o� EXACT LOCATION) 5 1.1 I ` 3'-01.1 I ii 4 1- x a O r • I N )x 1A 1 iv #3 TRANSFER STEEL\ @ 24" O.C. MAX 2 1A op . I I� SIW I FIN. CONC. SLAB m Ig I it �I 4 LLI 0 • 2 10" 16'-0" m 2'-1 1 — — ——FM_16x18 — J 4 4 6 1.1 LL � io 4" CONC. 'v SLAB N - LL — _ — FM 20'-4" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (FOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7IA EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 18" - (2) #5's (+p'-0" FM-16k18 16, CONTINUOUS 18" - 's FM-20x1B 20' CONTINUOUS 19, - ( 's FMC-16x18 16' CONTINUOUS 16' . ( R's - VARIES CW-12x12 17' SEE PLAN 1T - (2)W. - (+)1"-0" CWC-12112 12" SEE PLAN 17, - (2)Ws - VARIES F-24x24 24" 24' 17' ) 's ) 's TE-1 8" SEE PLAN 8" _ (1)i�'s _q^ 44 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 F n a gI L 9UHDIV. de LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL." 4EHB "2605- HAYDEN" GARAGE S7RNG: LEFT PAGE: FOUNDATION PLAN 160 MPH W. C A. A NO PRLNT 05/06/21 DATE: SCALE: 1/4"=V-0" SHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING tt Z g STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS l�e^— j _o>^ a � SPACING REQUIREMENTS �.., Q w m �— _, D... GARAGE DOOR Q ul [O U �� U IL W Q I ..D. _. . . .. FM RECESS g 0 0O U) Z 8" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR W W 9" io g m Z _ ..I FOUNDATION WITH 30" LEG EACH W (=� WTOP W WAY ATALL CHANGES IN DIRECTIONS TOP OF SLAB OF SLAB SO THAT THE STEEL REINF. IS CO NTINUOU/� rill S MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB E . i SEE SLAB SCHEDULE BAR SIZE 48 BAR DIP, 4" CHAMFER (15TORY) !A 1B' - ° EXT. PORCH SLAB -VARIES �_. SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER(1STORY) Il CONTINUOUS STEEL MONOLITHIC -. - FOOTING REINFORCEMENT SEE SCHEDULE '0^ MASONRY UNITS SET ELEV: 12" ISOLATLAB JOINT (WHERE a 6" CHAMFER (2-STORY) # .. # �` #4 24" W/ 1!z' ISOLATION a 6" CHAMFER (2-STORY) .. 0, 0'-0" APPLICABLE) z SEE SCHEDULE 3a' JOINT(WHERE APPLICABLE) Tea EE SCHEDULE Z a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i �itit FOR BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST IBWxD,AR AND BAR QUANTITY AND 8AR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4••=1•-fY' 2 SCALE:314" 1'-LT GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: SCALE: 3/4"=1'-0" Z (1) 05 REBAR VERTICALLY W/ CONC. 45 U Q POURED CELL LAP TOP PLATE A MIN. OF 48" CL CL Ir Ir 10 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT #4 REBAR @24" O.C. Q CENTER OF LAP TO OCCUR OVER STUD - OF WALL W/ PLAN Aa W g SLAB Z ago' Z LU 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g K WALL W! SYP No 2 STUDS SEE O > 5' W a PLANS FOR SPACING. SINGLE U I > N NEW REINF. BAR BTM_ PLATE TO BE PT. U a SECURED W/ 2- PART PROVIDE DBL TOP PLATE SECURE BT. PLATE TO 7' CAPPED a g EPDXY. MIN. EMBED SLAB W/tOd MASONRY 1-sv GALVANIZED PIPE J Q 6', UNO J — NAIL 16' O/C STAGGERED. W/FLANGE ® BASE Q O FOLLOW ALL MANF. ADDITIONAL METAL 10 M -- 4" CONC., REINF. W/ _ ¢ SPECIFICATIONS FOR 09 CONNECTORS NOT ° x6" #10 W WM ON p = USE AND REQUIRED WHEN NO 9 6-MIL POLY ETHYLENE PREPARATION OF W UPLIFT IS PRESENT. W VAPOR BARRIER ON .0" Z w HOLE. K SEE SLAB SCHEDULE = Q I WELL -COMPACTED SECURE FLANGE TO Q x CLEAN FILL TERMITE 111 TREATMENT SHALL BE SLAB W/(4)1W X 21/4" TAPCONS o U"F• +_ 0'-a' Q BORA-CARE Q P? TOP OF SLAB -\ ° I (2) CONT. #4 REBAR 4 CHAMFER(1STORY) 6" CHAMFER (2-STORY) d (2)#5REBAR NCHAIRS W 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE 17MIN. DEPTH INTO ? > COMPACTED SOIL FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL SLAB SOU AND BAR QUANTITY HEIGHT LESS THAN 3-6' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 6CALE 34 1'-0 (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE:34"=1-0" SCALE:34"=1'-0" 1 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2.6 WOOD BEARING PROVIDE BLOCKING Z WALL W/SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. Q rA W ADDITIONAL METAL U CONNECTORS NOT y � REQUIRED WHEN NO d' U) _ Z 8" CMU WALL UPLIFT IS PRESENT. b LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) + 0'-0" TOP OF SLAB - - SLAB TOP OF SEE SLAB SCHEDULE 2X WALL FRAMING 1 — 4 ,_a� TOP OF SLAB a ^ 1POURED 12" DIA. SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED GROUTED CELL, 4"FROM ENDS AND SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (I -STORY Z W a BAR SIZE 48 BAR DIA > O ° W/ 12" ISOLATION 6" CHAMFER (2STORY) #3 18' U O.C. VERTICALLY MAX JOINT (WHERE ♦ #4 24" APPLICABLE) Z MATCH STEEL #5 3a' SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36' THRU FOOTING #7 42' 6" PVC CHASE THRU FOOTING FOR WXD, BAR SIZE AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR PVC CHASE PER SCHEDULE D SCALE:314"=V-0" (NO UPLIFT) 11 BLOCK WALL CONNECTION QUANTITY 12 THRU FOOTING SCALE: d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 wwwabde igngroup.com AA #: 0003325 V � � L J BUBDIV. ec LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 uODEL 4EHB "2605-HAYDEN" GARAGE 8TfWG: LEFT PAGE: DETAILS %160 MPH E . C Dmrcr ATE: 05/06/21 SCALE: 1/4"=1'—O" SHEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.mm AA #: 0003325 .4 Z h a g94 y � 8 a _J b a 0 9 its s aUHDIV. a LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 1[ODEL: 4EHB "2605- HAYDEN" GARAGE 81rMG: LEFT 1 PAGE: FIRST FLOOR DOWEL PLAN 160 MPH M. C 0 DATE: 05/06/21 SCALE: 1/4"=1'-0" SHEET S1.2 R TIE VERTICAL EBAR �c TO HORIZONTAL REBAR W! 10" HOOK Z Z GROUTED BOND BEAM VARIES PER ELEV. e Z E a. •I 5 0 CLEAN OUT REQUIRED w - FOR INSPECTION m a .I. ' 0`0 FIN. FLR. - , TIE RTICAL REBAR . • TO HORIZONTAL - n REBAR W110" HOOK BAR S17EI 48 BAR DIAL Z� #3 18.1 > M 0U #4 24" #5 30 #6 36' #7 42 HORIZONTAL/VERTICAL REINFORCING SCALE: a WW O U O NEW REINF. BAR O.J. K (J) SECURED W/ 2- PART (L I EPDXY. MIN. EMBED J 6, UNO FOLLOW ALL MANF. = Q 0 SPECIFICATIONS FOR _ USE AND m PREPARATION OF Z HOLE. W Qe 4 STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 31-1'-11 OFFSET METHOD CONTINUOUS BAR6IZE a6BAR°'" METHOD #4 1 24' HORIZONTAL/VERTICAL #6 1 3°' NFORCING 9 2 #7 42' SCALE: REI3/4"=1'-0" #S BARS 01 B� El •• col ■ o T� CMU UNIT DIMENSIONS in ARE NOMINAL SIZES O0/ MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX 407-7744078 www.abdes gngroup.mm AA #: 0003325 w vl � � � s 9 p m 0 SUDDIV. dC IAT: ABBOTT PARK LOT #7 BLK. #9 PROJECT�y 04181.000-07091 MODEL• 4EHB "2605— HAYDEN" GARAGE S'WMG: LEFT PAGE: DETAILS 160 MPH & C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 10d x 1 1/2" 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 P8S36, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK DESCRIPTION 1Q (2) 2X8 BEAM SCHEDULE RRZMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fo (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM.1 TOP I MID SIZE SPACING BB1 MASONRY 3000 806 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 N/A GROUTEDSOUD SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 44 ii APA, N. RONALD REAGAN BLVD. LONGWOOD, FL 3,2750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m n L4 N m 9Q is r BuDDIV. de L078-11,11 ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL. 4EHB "2605- HAYDEN" GARAGE BIIIMG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP C a DATE: 05/06/21 BCALS: 1/4"=V-0" SHEET 1111,, s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D' HOOK- 30^ rvPiCAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 7p., .LXi #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'-0" V 0111 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P09�F�(a .Q� 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 IN BOND CO BEAM COURSE T/1�/c B pOS���Q NOMINAL—�'�16-1 Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 THM/OB INDICATES A DOUBLE BOND BEAM #5'1, BOTTOM ANDXFXX- iTAM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTH MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OMI06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•a 1d4 WINDOW SILL Z F = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/P'=1'-0 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL _ BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF — OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0" BOND BEAM 1#5 TYP. V•A16' m BOND BEAM W 1#5 lv_B I. 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BARI BONDBEAM GROUT SOLID FROMTOP LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8x8 PRECAST CONCR LINTEL W/ (1) #5 BAR (MASONRY LENGTH OF BAR =WIOPENING-7' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRLINTEL, W/O STEEL (LTO PLAN FOR LOCATITl)P PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 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 1-14' EMBEDMENT 2X6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 16' O.C. MAX. MIN 1-111C EMBEDMENT 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA END EMBEDMENT 068 SHEATHING WALL ARCHWAY FRAMING DETAILS WOOD SEM FA51BIERSACINS Q6 =2" MIN, 2 }' MAX %=2}"MI N, 4"MAX (2)N &=1}'MIN, 2}"MAX ea = }" MIN, 2 }' MAX d6 =7MIN, 2 }" MAX =2}"MIN, VMAX (2)w s; =1 }"MIN, 2 }" MAX ea = }• MIN, 2 }" MAX s, = 2 J' MIN, V MAX w2 s=1}"MIN, 2}"MAX ea=}"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: 4 = END DISTANCE > = SPACING BETWEEN ADJACENT FASTENERS IN A ROW %= SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T S. alp 1441 N. RONALD NEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 000332.5 m i R 9ILL O C 8U13DIV. da LOT, ABBOTT PARK LOT #7 BLK. #9 PROJECT1p 04181.000-07091 MODEL.• 4EHB "2605-HAYDEN" GARAGE 871/IMC: LEFT PACE: DETAILS 160 KPH C "LO1T4S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81B6B 16-1T 17JOB U24-ITID13 V284TJOB-IT TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH &WIT Bn64T MD -IT M44T 628-IT &W-IT W18 16-IT11 ITN +Trt m1 -+T/l 841-2T aM6.2T & 04T 824.2T 828.2T &W-2T 3'8 PRECAST 1436 952 3114 4217 5321 6425 7531 3-0' PRECAST ' 689 1024 3'-0' PRECAST 1569 3524 4304 5283 6132 7001 24e5 8113 5385 nog 903+ 10000 1m 3524 4394 5283 8132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4765 5697 4' 0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1981 8119 7192 8524 7627 8751 1383 30e0 3815 4570 5325 8079 V-6- PRECAST 819 533 1770 2400 3033 30M 4300 4W PRECAST 398 591 4'4" PRECAST 1207 2502 3376 4043 4711 5379 1025 5743 7547 em 6541 750 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 7247 1999 2560 3123 36M 4249 5�" PRECAST 411 411 5-4- PRECAST 1016 INS 2374 29" 3513 4064 1319 44W 7196 7342 5780 6259 1016 2276 2838 3399 3961 4064 5'-10" PRECAST 817 +024 1631 2090 2549 3009 3470 5-10" PRECAST 340 339 5-10" PRECAST 909 1499 1971 2443 2915 3387 11e1 3693 5677 8038 6IS46 �g 929 2080 2593 3107 362D 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 8-0 PRECAST 410 721 6' 6" PRECAST 836 1201 1678 1955 2332 2709 1139 3227 4598 7054 I0000 BB25 W5 t889 2329 2790 3251 3712 T-0" PRECAST 570 938 2496 22D5 2698 3191 3585 T$' PRECAST 303 534 T$" PRECAST 716 900 1181 1462 1743 2025 938 2498 34M 4854 7067 64M 727 1624 2025 2426 2827 3228 9' 4' PRECAST 428 833 ism2204 2481 2818 2521 9 4' PRECAST 192 384 9 �" PRECAST 464 586 767 948 1129 1310 639 1674 2296 3081 4099 4899 572 1318 1643 1989 2154 2519 10 6 PRECAST 388 487 1247 1787 19D4 2163 2028 10' 8" PRECAST 151 301 10'$" PRECAST 356 468 612 765 899 1042 550 1407 1897 2781 3222 3784 504 118D 1472 17W 1710 1989 11'�P PRECAST 330 544 1312 1742 2252 2W6 3830 11' 4' PRECAST 132 417 11' 4" PRECAST 430 4W 530 653 777 8M 544 +312 1742 2252 288e 3552 488 1042 13M 1843 1470 1710 17-0" PRECAST 308 507 1210 1596 2D48 2560 3191 12-0' PRECAST 111 370 12-0PRECAST 363 306 476 597 on 783 507 1210 1596 2048 2586 317+ 440 940 1300 1500 1314 1476 13'-4• PRECAST 270 433 1046 1355 1732 2157 2S% 73' 4" PRECAST 82 298 13'-4" PRECAST 306 303 393 484 575 645 414 1045 1365 1732 2316 2W5 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 8D9 390 978 1272 1606 +950 2389 378 717 961 1192 975 1133 14'-0" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 an 746 865 468 1079 1429 1824 2277 2712 246 053 990 1237 1474 1715 15'-4" PRESTRESSED N.R NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 BBa 793 412 1014 1340 17QR 70 2118 51 2513 230 616 616 908 908 13 1134 I. 15M 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R 183 1T4" PRESTRESSED 187 326 386 451 587 680 300 856 1121 1413 1739 2047 192 506 72D 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 17-4" PRESTRESSED N.R. 148 1914" PRESTRESSED 162 256 348 430 513 595 235 736 959 1200 1467 1716 185 429 623 am 950 1098 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R 125 21'-4" PRESTRESSED 142 219 300 381 464 527 180 596 833 1038 1168 1466 142 373 637 690 816 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 274r PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 428 497 IBIS 550 784 992 1203 1381 137 358 513 659 779 9D0 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 r24'-O' PRESTRESSED 124 174 174 245 245 902 360 418 129 450 854 82a 1o1a 1u7 1za 581 1 eel 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA #: 0003325 z h 4A W E 00 S sUBDrv. & LOT ABBOTT PARK LOT #7 BLK. #9 PROJZCT# 04181.000-07091 MODEL• 4EHB "2605- HAYDEN" GARAGE SlIr MG: LEFT PAGE: SAFE LOAD TABLES 160 MPH JW. C DATE 05/06/21 sCALr- 1/4"=1'-0" S*MET S2.2A 4A W E 00 S sUBDrv. & LOT ABBOTT PARK LOT #7 BLK. #9 PROJZCT# 04181.000-07091 MODEL• 4EHB "2605- HAYDEN" GARAGE SlIr MG: LEFT PAGE: SAFE LOAD TABLES 160 MPH JW. C DATE 05/06/21 sCALr- 1/4"=1'-0" S*MET 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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 >B 9A 10B 3 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. _ 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END it II II II II UNLESS OTHERWISE SHOWN DIFFERENT. " " to x ° 11Opp ° (I ° x x IxIp'' x 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II (I II II'I N II II I) II N �I II h II RATIONAL ANALYSIS. n II N ❑ �� I, A 'I �( A it iI I' I' fl fl 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS it xx ppp xn nnII x x It n p xn N u NOTEDOTHERWISE. II II II II (I N N N U II u II N 1 1 IIII II II II It of II to .1 I 19 J2 II ..1 to n .1 II IAII J3na 1 n IIr_h__II n i _ 11 �1;II TRUSS MANUFACTURER /ENGINEER NOTES: u q II 1 u II u n n n x it x Itn �I I) �I II II N II II a I', to, n II (I II II n n II I) un n q 1 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 6TM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS II mll II (I zxa Wv11 WALL w II II u n SYP. N0.2 STUDS n II II II 12 O.C. N InI WALL W/ D x n WALL W! u n tl n x BM1 TO CMU WALL W/ SPAPSON LGlM 46,SDS W/ (4) i(' x 4' 'I TREN HD ANCHORS AND (4)Y' x 2X1' WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II N N I� N SYP. N0.2 /BOB j. e 1� �5�3 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. �� II �� I �� Ii II J n II II II 1 II II II STUDS n II n to 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 'I jl II 12" O.C. TRUSS CONNECTIONS. x I I BMi 4- AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. I I II WALL W// DSL I� Jpl MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. 'I II STUD UNDER II J6 q EACH JOIST n n Ii x u II flu 4 DBL STUD I .i i I u n n ------ - II II PROVIDE II II I 2X4 WOOD DRAFT STOPPING II WALL W/DBL. II �� ALONG THIS TRUS AS TO B STUD UNDER ° It q - — (I LIMIT APER II EACH JOIST FBCR 3302.12 FIRE I n n u n u n u n u It PRE-FABRICA .FLOOR RAFT T JOISTS®24_O.C_— J II II II I) II II �I II I) (I —_—_—_dI 314" SUB FLOOR �" It n n u u 2X4 NAILER II II II I) II II I) O FOR DRAFT STOP FLR. TRUSS = n R u u - II II I) II I11 II II ( ) II II II 11 II 11 11 11 II � it 11 ELEV. VIEW x (I (� II I� (� I� 1A PRE-ENG. FLR. JOISTS I B u n n u u n n n L UJ 11 u n n x FCT 10 N ® n x x i I I u i x 3.1 I J I - ---- — — a - --------------- 1 x n n Mtn x x x aL 3/4"PLYWOOD �11 DRAFT STOP 83 ' 'I I LLII t 1� MGE2 MGE1 PRE-ENG. FLR. JOISTS 31 2X4 NAILER FOR DRAFT STOP t 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP FIRST FLOOR FRAMING PLAN DETAILS SCALE: 1/4"= l'-0" IJOIST COLUMN SCHEDULE MARK SIZES BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 JQkS)Q') SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT 11 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsbdexigngroup.00m AA A: 0003325 Rm, QJ q . E 14 o � o a y O [PROJECT# UHDIV. dt LOT:BBOTT PARK LOT #7 BLK. #9 04181.000-07091 MODEL 4EHB "2605-HAYDEN" GARAGE 97IIT7G: LEFT PAGE: FIRST FLOOR FRAMING PLAN 1160 H E C AN No 93723 —I. D � 05/06/21 SHEET S3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 ?'NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 k" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 j" NA)LS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER 112, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. ,x2 SECURED W/ lOd GALV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x4", 6 % 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1_:770 LOS (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/ Ia I` ' GIRDER CONNECTOR(S) SAL 4'=1-O SBRES BACIGROLOCK THEKNIB8 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3W* T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8" GYPSUM BOARD OR 1/7 HIGH STRENGTH CLG. BOARD SECURE JJOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD, SEE SHEET SlAA FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. Y SCALE:—'=I-D' (NO UPLIFT) NOTCH DEPTH 1/4'13 ID HOLE EDGE I' r HOLE DIAMETER <2/5`D SGL. STUD OUTER 113 OF SPAN ONLY OLE EDGE>5/e" 011 BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS O SCALE: 1 12'=1'-0' ENGINEERED WOOD TRU 24. O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 Z' x V', 6", 8" x R-O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS }' x 2 �' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS }' x W, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) J" x 6,rITEN HO TO CMU AND (18) SDS }' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) OALE 3'"='� SBi9tS BALM BLOCK THs7BiEH6 4500 314"WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2.LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 LWh10IST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB Q . LVLIWOOD 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 S' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 31NI WEDGE-BOLT/J-BOLT, S' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV, NAILS TO JOIST FL#17241 D- SIMPSON HHUS7.25/10 G< 4140 LBS, U< 1610 LBS W/(8)34- WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E-SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1f2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' 6'-a' MAX (W lX4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER 8 Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DWG. — BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO W-U' (1)'X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1)"X"BRACE D CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - NAGONAL SEE ARCHITECTURAL . CHORD PRE-ENG GABLE TRUSS —� CING, SEE V FOR LOCATION STIFFBACK (AS PER—� NOT BE UIRED TRUSS ENG) CHORD OF ID ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� p /� /� INTERSECTION TYP BTM. CHORD BRACING 6 SCALE: 3/4"=l'-9' 24" 24-MAX, w/IJOIST 8" END SPACING 8" MAX END w/l-JOIST rP rrP P ACIN SEE FRAMING PLAN ND DF MAX MAX AMX LEDGER BD. 12' EXP. (2) 2X8 SVP P T. W E (2) 2X12 SVP P.T. 3/4" EXP. BOLT/J-BOLTVJl 2" LEDGER BOARDDGE LEDGER BOARDTO BOLT/J-BOLT W/2" WASHER 8 51fY' TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER 4 512' MIN. EMBED. (TYP) WITH IJOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL AROUND BOLT. FRONT 2. SPLICE OF FRONTAND REAR LEDGER LEDGER SHOULD LAP A MIN OF `' Z 4-0, 47 Z � g 3. ALL BOLTS TO HAVE WASHERS "41-- � f 4. EXP. BOLTWJ-BOLTS SHIX/LD (2) p12 NOT BE ANY CLOSER THAN T SVP P7 Z O/C. Z S. ONLY LEDGER IN DIRECT m f (2)2X8 CONTACT(REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P T. LEDGER In FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE EWSPAg110 CENIRN.SPACNG. A DOUBLE SYP Zx8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 6' MAX. 24" O/C MAX. 1-JOIST WOOD LEDGER DETAIL 1 0 SCALE: SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2X8 PT. PLATE TO BILK W/ 12" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3Z' 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 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS SCALE 3/4•'=1•-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: -'=I-' • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 q 0 10 v F. I UDDIV. de LOT:BBOTT PARKLOT #7 BLK. #9 ROJECTp 04181.000-07091 MODEL' 4EHB "2605-HAYDEN" GARAGE 3TnNG: LEFT PAGE: DETAILS (I -JOIST) 160 H E C DATE: 05/06/21 SCALE 1/4"=1'-0" SHEET S3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (8)8d COMMON NAILS EACH END IJOIST LVLJ PLATE STRAPS W! tOd x 1 12" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 3/4•'=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O �.�PRE-ENGD WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION - VERIFY SECURE 2x6 PT. PLATE TO BLK _ WI TRUSS PLAN W/ 12" DIA ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32, OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONIC. POURED LINTEL COURSE CONT, 2X4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 8" CMU WALL— REINF PER PLAN (2) 2114 P.T. W/ — MASONRY NAILS 17, O.C. 1X2 FIRE-STOP— STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U <990 LBS Wl(14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 1Od GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS IJOIST (SEE FRAMING PU DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1& SECTION DETAIL AT I -JOISTS PERPENDICULAR 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG ROOF TRUSS 5/6' GYPSUM BOARD OR ,2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL BD SECURE ST. PLATE TO SLAB W/ 12'k9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY S12" EMBED. MIN. @ 16, OC MAX. (] TRUSS CONNECTION L.B.W. 9a 9b SCALE: 3/4"=1'-0 REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS OBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. B" CMU WALL— REINF PER PLAN 24" M �' IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W! MASONRY NAILS a 17' O.C. 1X2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL '4 0ROOFTRUSS 4x4/44 11 NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O• TRUSS/WOOD POST CONNECTIONS 1 0a 1 0b 1 0c SCALE -'=I-' TRUSS TO POST CONNECTION A - SIMPSON MTS12 U < 990 LBS W/ (14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C-2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS Wl (16) 1/4"x3'SOS, (1) 5/8!- AT.R. TO HOU4 AND (10) 1/4" X 21/2' SDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP, BOLT SIMPSON ABU46Z POST BASE <U.2,300 GA0,335 W/ 5/8 DIA x 6' EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2'NAILS TO POST. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 F G C io eC SUBMV. dt LJOT11 ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 WODEL• 4EHB "2605—HAYDEN" GARAGE 511WO: LEFT PAGE: DETAILS (I —JOIST) 16 PH E . C 001 ZwATZ. 05/06/21 SCALE: 1/4"=f-0" SHEET S3.1B PRE-ENGINEERED �.1 VALLEY TRUSS CONNECTION I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.wm AA #: 0003325 R M q a qi r � a y c alas E I Ei i 0 W f 00 S SUUMV de LOTil ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MODEL 4EHB "2605- HAYDEN" GARAGE 9MMG: LEFT PAGE: DETAILS %160 MPH EXP. C MAY ROW0 A ABOUCKAM L AR NO 90723 DA' ET 05/06/21 SCALE: 1/4"=V-0" SHEET s3.1c 2'.8" 14' 0" 17'-4" 5'-8" 4 1 2.1 2.1 w UU 00 w- LL 9'-4 3/4" TOP OF DECK OPEN — — — — — — \ - - io a El c v i L----------------------- 2'-0" T-0" 7-4" 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4"= 1'-0" .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-607S FAX 407-7744078 wwwabdesigngroup.com AA M: 0003325 V � � g Ls h 9 pg�� ll R 66 F r SVHDIV. & LOT: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 UODEL: 4EHB "2605— HAYDEN" GARAGE SIrMO: LEFT PAGE: SECOND FLOOR DECK PLAN 16 H . C Dw� 05/06/21 SCALE: 1/4"=1'-0" SHEET S4 SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdesigngroup.wm L AA #: 0003325 Z L4 m a C StMDLV. do LOT. ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL• 4EHB "2605- HAYDEN" GARAGE 8V►MG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C - &- c • �IM DrpmATE: NT 05/06/21 SCALE: 1/4"=1'-0" H SEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 WV/ 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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, .17T' "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. HEADER SCHEDULE MARK REMARK DESIC�RIAOM 1Q (2)2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T-0. = THROUGHOUT MARK DESCRIPTION (c1) SIZE REINFORCEMENT STIRRUPS REMARKS 8TM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 x 0 M R c gC� qi e SvsDIV. ac LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL" 4EHB "2605-HAYDEN" GARAGE 8VrMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN v,161NPH ft. C DART E: 05/06/21 SCALE: 1/4"=1'-0" SHEET S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81-06 16-Ir Ir Ir 1TI08 1T TYPE LENGTH 8(8 PLAIN 8/8 SOLID TYPE LENGTH MIT 8n6.1T 8l20-IT 804-1T =84T B4sz-tr MIB 61Tn ITn Irn 1T11 1Tn8 M2T 8n6-2T 8n0-2r &24-2r 80-2r 802-2r 3'8" PRECAST 1438 952 3114 4217 5321 "a 7531 3'�" PRECAST 689 1024 3'�' PRECAST 1569 3524 4394 5283 6132 7001 2485 8113 8385 7708 90.91 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1085 700 23D5 3125 345 4766 5587 4'-0" PRECAST 514 783 4-0' PRECAST 1363 3060 3816 4670 6325 eo79 1961 6113 7192 6524 7627 6751 1363 3000 3815 4570 5325 W79 4'-0" PRECAST 819 W3 I770 2400 3033 3666 4300 4'$" PRECAST 398 591 4'$' PRECAST 1207 25e2 3375 4043 4711 6379 1825 5743 7547 8752 6541 7565 1207 2707 3375 4043 4711 5379 614, PRECAST 931 1999 2560 3123 36M 4249 5'-4' PRECAST 411 411 5-4" PRECASTIo16 1016 te06 2374 29" 3513 4084 4480 7196 7342 5780 6259 2278 2838 3389 396t 4084 PRECAST 817 1631 2090 25t9 30D9 3470 5'-10" PRECAST 340 339 5'-10' PRECAST929 909 1499 1971 2443 2915 33975'-10' R1247 389i 5677 B038 6548 5776 Zoeo 25e3 3t07 3620 4t33 6'-6- PRECAST 692 3227 3031 3707 4383 5061 8-0' PRECAST 410 721 V-w PRECAST835 835 1201 1578 1955 2332 2709 3227 4598 7054 loopy 8825 1888 2329 2790 3251 3712 T-0" PRECAST 570 2498 2205 2898 3191 3685 T$" PRECAST 303 534 T 8' PRECAST 716 900 11e1 1482 1743 2025 m 24M 3" 4e84 7087 6472 727 IVA 2025 2428 2827 3228 9' 4" PRECAST 633 1593 2204 2461 2818 2621 9'4' PRECAST 192 384 w4" PRECAST 454 596 767 948 1129 1310 639 1674 2298 3081 4099 4899 b� Isis 1643 1989 2164 2519 10-0' PRECAST 497 1247 1767 19D4 2163 2028 10-0" PRECAST 151 301 10-0' PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 S7� 504 1180 1472 1763 1710 1980 1114' PRECAST 544 1312 1742 2252 2888 3530 11'�I' PRECAST 132 417 11' d' PRECAST 430 406 530 653 777 872 544 1312 1742 2252 28M 3552 466 1042 1372 1643 1470 1710 1T-0' PRECAST r3O8 5D7 1210 Ism 2046 2586 3191 12'-0" PRECAST 111 370 12 0" PRECAST 3W 3W 476 507 898 783 507 1210 15M 2048 25M 3177 440 940 13M 1560 1314 147613'-4" PRECAST 433 1045 1365 1732 2157 � 13'-4" PRECAST 82 298 13'4' PRECAST 308 303 393 484 575 845 414 1045 1365 1732 2316 2W6 396 790 1057 1312 1071 1203 14'-0" PRECAST 386 978 1272 1806 1968 2279 14W PRECAST 71 293 14'4r PRECAST 1 279 278 300 443 sm 809 390 978 1272 low 1960 2389 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14,-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 508 628 746 ass 458 1079 1429 1824 2277 2712 246 863 980 1237 1474 1715 16-4" PRESTRESSEDNK235 NR NR NR NR NR 15'-4' PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 674 sea 793 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T�' PRESTRESSEDN.R. NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 328 385 451 587 880 856 1121 1413 1739 2047 192 506K348 501 1135 1312 IV-4' PRESTRESSEDN.R. NR NR NR NR NR 1W-4" PRESTRESSED N.R 148 19 4" PRESTRESSED 162 288 430 51s 595 736 959 12DD 1467 1716 186 429 803 950 1098 21'4' PRESTRESSED NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED tat 2t9 38I 45a 527 599 833 1038 1168 1468 142 373 690 $16 943 22'-0" PRESTRESSED NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 2Z4r PRESTRESSED 137 228359 426 497 550 784 992 1203 1381 137 368 650 779 900 24'-0- PRESTRESSEDNR NR NR NR NR 24'-0- PRESTRESSED N.R 91 Zf4r PRESTRESSED 124 174 245 302 360 418 450 654 824 1014 1147 124 319 465 581 687 1 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 .1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.00m AA #: 0003325 1 s y 0 a n � � o M H W E O S StMDrv. do LOT ABBOTT PARK LOT #7 BLK. #9 PROJECT* 04181.000-07091 MoDEL- 4EHB "2605-HAYDEN" GARAGE BVIMG: LEFT PAGE: SAFE LOAD TABLES 160 PH W. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-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 26 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 BRE a BABE PLATE OR REMARK DE8CRIPTION REINFORCEMENT N�1 4X6 (3 X)l5 X") SYR HTT4 W/5/8" DIA x 6' 553.1A PT., WOOD POST EXP. BOLT lA 'U 'U I I - - - - - - - - - - - - - - ROOF FRAMING PLAN SCALE: 1/4" = V-0" ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngmup.com AN M: 0003325 Z o ,o io 3 r� Q IXY W O a � gg p N 0 A "UHDIV. Ce L07 ABBOTT PARK LOT #7 BLK. #9 PliOJECT# 04181.000-07091 W0DEL: 4EHB "2605-HAYDEN" GARAGE STIMG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH VV. C 1 I OABLEEND " ll'=�1' MIP Root tF--A' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 7660 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2, = 76.60 PSF (86-60) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN ISM" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STIR. SHANK ASTM 10a RING SHANK, 2 12' 0 F1667 SCREW SHANK .131 170,000 RING 116-20 RINGS RSRS-03 etl RING SHANK, 2 3/8' 0.113 F1667 SCREW SHANK PER INCH) RSRS-07 8d RINGSHANK PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 rcnr I - I rc - ROOFSHEATHING EXTERIOR SHEATHING z r USE 1/2 COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & o O j 3 BOTTOM PANEL AND Bid 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 SHEATHING ATTACHMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.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/ a1 nnMlnlr aaa NAIL wr. wuam u a NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES < J zW zW� W ZY Q U = O Z ZW z0 LIDw Z� = U m O Z e 0' IO rn w WU' y W Y � WO p0 w 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . #8 7' DECK SCREWS @ 6'-B" O.C. MAX @ EQGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33I033M. MMVTMHIAGGREGATE SIZE SHALLBE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATIiHR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN 3N'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC42 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING BUILDING CODE REQUIREMENTS ACI 31STRUCTURAL CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE 2 OR BETTER. = 1100 PSI ANDC MODULUS OF FOR STRUCTURAL CONCRETE, INS 40EMBER ANSI SPECIFICATION FOR THE DESIGN PROVIDE SAIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSIABS-0NGROUt�D WHERE INDICATED IXJ PSI. ALL WOOD IN CONTACT IT R ELASTICITY= CONCRETE OR CONCRETE BLOCK SHALL IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVETARE. BTOWITH A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: gSODIUM 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 WTH 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 AR TTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS DOMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESH, SHALL BE ASTM A10B4/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE 'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESSGRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 WORK PERFORMED AN HAL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. TO WOD SHALL E E REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A448M, 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: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATEGONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD-nwcon-rit TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" 10 psf BIM CHORD won-Dan-t #5 BAR - 30" 97 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE W x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 pd TOP CHORD psf TOP CHORD (7 pd w/ ASPHALT SHINGLES) (1 pf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 PIT S0 10 pd BTM CHORD 5 d TM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =10) MPH S SECOND GUST (ASCE EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE- TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tWT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pd, GUARDS AND HANDRAILS 2011W, 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: 50pd,, ROOMS OTHER THAN SLEEPING ROOM' 40pd, SLEEPING ROOMS: 30psf, STAIRS: - PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OW MASONRY- PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm =2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAW NOS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED A PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS PROPORTIONED AND MIXED ASOTHERWISE EXCAVATIONS AND SLAB SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST THE SHALL BE THICK UNLESS OTHERW SE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 795%T E MAXIMUM DR D MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED - BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEbTECHNiCAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS 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. STRUCTURAL STEEL: 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 SW11L SUBMT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE LOX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PIASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHAD. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE S A DELAY IN SUCH THAT BATCH IS IE1D FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SMALL 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 T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH ANDIVRWEATHER 1-12" FOR lb AND SMALLER 2"FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 A3WA36M, Fy = 36 kv FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500fA5ODM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTroN SIZE SPACING REMMX9 MPLK'ATON SIZE TYPE LING REMAPI(9 txZPTRIRRINGTO CASE WIDENED FOIL ?LONG. GARAGEWMBIIGL OMA�NRYFONC. l4"Gva NO W0.wIERA�.STENER MA9DM Y ?EMBETIx"ErIDgST., SGOPAL. IXT. HORS CASE -.I- 4'O.0 WINDOWro00RI FASTENED GARAGE GOOK BUCK -OR SI-.1 EXPANSION BOLT I6"OO T.-A) O.0"ENO q9T, 3EGGE_T. x T, SEE NOTES NAIL 11?LONG. STAGGERED TO MASONR'TICONC. O, (11 ) vnrmwrxxx GASEwwDE1.®_ EAsrENm "'INw CONTACT THIS ENGINEER FOR SPACING x Ltt?LONG. s-I- MAsor+eY.mNe Mso"nn+%ca+c. REQUIREMENTS EXT. SLANG DOOR SUC T,SEENOTE6 NO)311 e•Ol4 TPP0.W" EASIER I6 PC 1f?EMBED, SEND. OIST.,t- EDGE IxsT. NCMBF LNG N9p0 WALL TO CONC. SIDE E%PANSIIXJ <'EMBED. <'ENO ix'OC .. 3"EOGE DIST. WINDOVISUCK AOGEH I�EDGE- PT ro srNOlE , sEE m`wa � NOTES t? 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 8. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND W MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA IM: 0003325 h h O _J s 9 A SVHDri/. Ae I40T: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL• 4EHB "2605-HAYDEN" GARAGE STFMG: LEFT PAGE: DETAILS 16nPH C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA­/J-CHp DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) a" MAX- MM-rA u n J-l.l'IHIV IV CL FASCIA FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ TAPLESINSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 7O STAPLES INSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT- 0 J' n r%CTAii C J-k� 1 IHIN IN C L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN T! P.- SPAN%L= SEE DETAIL'A'-� SEE DETAIL'E" a� EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'-� SEE DETAIL'E'_ T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END ❑0 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/RAFTER OTHER [BY 2-1/4" EMB. 1X2 WOOD BATTEN 11 JI OFFIT 1Q DETAIL B `&CHANNEL® J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO ri3yRUSSMOI OTHER EXCEED 24" O.C. INTO STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEJMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q f, DETAIL C J-CHANNEL 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. •_::_°i• 13.519 EAVE WIDTH •�?ff£•••••• '� .375 (ROOF ��:>{,• 4 3.625 3.625 .375 3 OVERHANG) 5 \ 06 .0 12 "-CONCRETE; O CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL3275O PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 00,33" m � d m � O •C. � � s S aysa><v ee I.oT: ABBOTT PARK LOT #7 BLK. #9 PROJECT# 04181.000-07091 MODEL.• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 PH A. C F /06/21 "=1'-0" I 40