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HomeMy WebLinkAbout7789 Sail Clover Lnv 99 2605 0 4EHB -HAYDEN 99 AL-i NAI, �1fI-�T41� qI HOMES RE ��EIAI nA,- E v'� � 6 _.•-�f f N x' L t LAN e...X 1€'Y41 ri'1,' 12602 TELECOM C)F UVE, TAMPA, F=L 33637 Te1= (813) 740-9720 Pax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING "CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nD=A BMW ODDS, R&4m18i ul. AC ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 7M EDMOH � ( ) -AM LOM AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B AD ALT AMP BD. cI. CAB, CLG. AIR DJUSTA CONDITIONING MUM. ADJUSTABLE M.C. AMPERAGE MIN BOARD MT CENTERLINE NIL CABINET MTL. CEILING N.T.S. LUMINOUS MMEDICINE ANUJFACTURCABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE 06/W1 2-STORY CHIT CONVERSION ARCHITECTURAL SHEET DESCRIPTION OVISAS BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN 02AW ADDED ELEV. 'J' 4 K' WITH SIDING PER MARK BOWES 024" BID SET RE -ISSUED OAIT/IS FOOTING REVISIONS PER M. BOUES TAMPA, FL 33637 -BASIC WIND SPEED - Vult=160 MPH CLR CLEAR O.0 ON CENTER PG AIA-FLOOR PLAN SECTIONS/DETAILS 06b/IB I -JOISTS INCORPORATED INTO MASTER PLAN TEL: 813 740-9720 FAX: (813) 740-9715 Vasd=124 MPH -EXPOSURE - C 1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL COFc. CPT. C r. D. DBL, CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT, DOUBLE PLYWD PTrLN�E PUSHBUSHBUTTON PHONE PLATE PLYWOOD PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REELEVATIONS "H" AR PG A4H-LEFT & RIGHT ELEVATIONS "H" 0646AS CONSTRUCTION DOCUMENTS RE-ISSUED OSATAB ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL AND SPATE CODES P.O. DIAL DUGLAZED PR. nIAMEMFTERTER P.T. PAIR PRESSURE TREA'I'E17 0V26A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO $12A PG Ei-FIRST FLOOR ELECTRICAL PLAN DIM. DISP. DP. DR D.S. DTL. D.W DIMENSION R. DISPOSAL RAD. DEEP RAO. DOOR REF. DOWNSPOUT RM DETAIL RO. DISHWASHER S.C. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXfDR PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS 02/26A3 PLAN MAINTENANCE ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: r SQ.FT. CALL. S 03/l9A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04126As UPDATED LEDGER BOLT SIZE 4 SPACING IST FLR LIVW3 1,104 50. FT. 06A%" REVISED 1-JOIST LAYOUT 06A1/1% ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MAW, 5=5 ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR LIVING 1,501 S0. FT. TOTAL LIVING 2p05 Sa FT. GARAGE 431 60.FT. POR.^.H ELEVATION 'H' III 8Gi FT. TOTAL ELEVATION'H' 3,SO S0. FT. SziO PATIO 80 S0. FT. EA. ELEV EQ. EXFL EXT. R0, F Q. FIN. FLU. FLUOR FR. DR. FIG. GA. GAR DISP. GF.I. ILL. EACH S.D. ELEVATION S.H. EQUAL. SET. Ew-uUST slfrEG. EXLERIOR SHWR. FUEL GLASS SIM FUEL OAS SL. FINISH SID, FLOOR STD. FLUORESCENT sws FRENCHmoR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TO SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILARLIDING SLIDING SLIDING GLASS STANDARD SHEAR WALL sscTloN TENIPEREDGLASs TEICx TOP OF CURB TOPOFPLATE TOP OFSLAB TYPICAL PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS 0V23/M ADDED STONE OPTION TO ELEVATIONS 'G','N','J' 4 K' 3,19 LEDGER BOLT9PACINGREVISED 10/15A9 ADDED OPT. V-0' CEILING HErxI4TB 0V01/t0 REPLACE USP CONNECTORS WTH SR1P8ON CONNECTORS 03/09/10 REVISED DETAIL ON SHEET D2 OPT. 8'-0' CLG. HGT. 05AU20 REVISED STAIRCASE AND STAIR SECTION DETAIL 0V0V2I 2020 FBC UPDATE 03/03/1I ADDED SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD NB. H.C. HDR GYPSUM BOARD U.N.O. HOSE HIS HOLLOW CORE V.P. HEADER W. UNLESS NOTED OTHERWISE VAPORPROOF WASHER 03A35/21 ADD FLAT HEADER • T-6' AFF. M-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR HT INSUL. HEIGHT Wi INSULATION WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. BUT, INTERIOR WDW. w.L WINDOW WROOUGFHTTIiRON PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN 6L LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0GO3325 aMIN 5 SVBDIV. & TAT ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEIU 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: COVER SHEET 60 MPH FXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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 HERERSEE 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. - TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (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 R00FAALUFL00R SHEATHING FASTENER SCHEDULE ON SHEET SN1 . 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH ''/:' 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y; THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19s & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) Sol 1441 N. RONALD REAGAN Is LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 L mrr BU13DIV. ae LiOT ABBOTT PARK LOT# 28 BL 7 PROJECT* 04181.000-28071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL NOTES 60 MPH EXP C 'r DBL. TOP PLATE B BAR DETAIL A SCALE:1/2'.1'-fd' 42' HIGH MALE WALL UV GAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB 5-ld' FLOOR MATERIAL RIPS FOR SOLID NAILING LAUN• 3,4' PER«M FLOOR SECURE STTRINGER;UNTHRE. GED TIOWBER GLUED 4 BCIREIIED UVl3)S 3' SCREWS • EA AHU SCHEDULE TO EXTEND GEYOND THICKNESSSMEATHNG NOTE,. FRAMING SHEET) STAIRS RISERS TO CONFORM TO FOCR ITM EDITION (2020) MN. TREAD -KC MAX RISER-9 3/4' 3/16. MAX VARIATION IN STAIR DATA: RISERS/TREADS ADJACENT TO EACH 15R l52' OTHER 34' MAX VARIATION IN ANY 14 TREADS • RISER/TREAD HANDRAIL CIRCULAR 10'. 1' NOSING CROSS SECTION DIA TO BE 1 I/4' •-1/4' OR PRONOE EQUIVALENT GRASPAEIILITY U VDERS- MIN. 6' WIDE . NARROW END MIN. 11' WIDTH • 12' FROM NARROW END 34' MSL HANDRAIL NOT. NOTE, -ENCLOSED AC4E881BLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFIT6 PROTECTED ON THE ENCLOSED SIDE UNTM 1/2, GYP" BOARDS. POOR 302.T. \ STOR. 42'WA IA WA \ LLL UV CAP 3u 1 1uc IRATE I'm 10, NOSING QQ MIN. y1 g \ 4? \ 'R 3-2.12 SYP STRIMMaR RERFORCED W/JX4 8PF \ UVCONT. DEAD OF \ SUS -FLOOR ADHESIVE PL-400 OR 61MILARE • EA HORIZONTAL RUN 2 X 4 RE-INFORCING . EA 2 X 12 STRINGER \ \ SECURE W/124I 6'-8' O.G. \ 2X4 ATTACHED UV ROd--- MASONRT NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.C. MAX OLAIR SECTION E:1/2••I'-0' HANDRAIL • W/ 2X4 RE -IN THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.82 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 I4'1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND - A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES goa SHALL HAVE A MINIMUM RADIUS OF 1/8'. f�m 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION D0DR. SCALE: VJ I.D-ol NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 3�A 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 ro � a � SU39I)M Ae LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 UODELA 4EHB "2605-HAYDEN" GARAGE 5WING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 jfPH W. DATE: rrr 08/14/21 8CAL.E: 1/4"=1'-0" RBFIEET A1A 35'-A' J:❖ao ol:! !:!::!:laol;!:!:!:•.:!::.ao lip �� ol:� .:!!nl!:1:�:!:!::!:!:!:!:!:!ao � o .v n ►� s y3 ; ,e o ,. ,. o = ri MW '64 �� MEN ° 1; t. i•: :; ■■u■■.■■■■■■■■■■I�� •; �� to , % > ram;•; o •." II'll 0 13 a .. 1-4 .. aol:!:!:!:!:!3:tilo � oi:❖::�fo �� a _ , oiSl:!:l.:l:!: - I - I SECOND FLOOR PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.mm AA #: 0003325 r4 III 033 CC 8 a a e ABBOTT PARK LOT# 28 BLK 7 PROJECT# 04181.000- 28071 MODEZ • 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 60 H E 25'-4' BLDG. HGT. BR.. 1 ■■ 1 i ■■ ' 1 1 MEN 4' RAISEDNEI ■■ IIIIIIII ■■ ■■ ■■ ■■ ��uuu ■■ ■■ 2ND FIN. FLR S'-O' GLG. WGT. ■■ ■■ , IT'-4' 2ND FLRA, _ BRG. HGT. I'. V-4 3/4' 2ND FLR , FIN. FLRJBRG. WGT. 8'.0' GLG. WGT. 0'-O' FIN. FLR.s -- FRONT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH FYPON IVX46' _,----_DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR- BRGT. BKTIIXIT OR EQUIYALENT W RAISED BAND (TYP.) 9'-4 3/4' 2ND FIN. FLR. o ENT I I 45 TYIP. W RAISED I BAND (TYP.) O' RAISED BAND (TYP.) I A0'-0*FIN• FI-R. �1-B-4I'' 2ND FLR T. I I I I I I 1 I 3/4' 2ND FLR. r-- FIN. FLR/Bi3.#. HGT. -O' GLG. HGT. r--� 4B 1 1 TYP. L__o0� O'FN.FLR. AREAoFArnc = 1585 Sa FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 15M/300 = 5.28 VENTILATION AREA X SO, INCHES PER FT.(144) = 760.8 SO. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 Sa IN. PER VENT 380A /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL,NO OVERHANGS INCLUDED In' THICK 2 COAT CEMENT RASTER APPLIED DIRECTLY TO MABONRY 4'x4' GALV. L'-TYPE FLASHING BET M ROOFING CEMENT FIBERGLASS BNMGLEB WNNDERLAYMENT AS PER FBCR 2X6 8YP PT LEDGER W) 908J1 ROOF BHEATNMG TNIOIQJESS IM.W THREADED ROD 32' AS PER SHEET BNI. SECURED PER Or-4 WITHIN 6. OF EACH FASTENER SCHEDULE END MAX SET IN OPI-SON SWIPS0N LSU-26—� HIGH!STRENGTH EXPDXY OR ROOF ELOPE PER ELEVATILN 2X6 sYP PT LEDGER WJ MM. T/16' OSD SHCATHMG I/2'x8' THREADED ROD GIJSSEi TO SE SECURED TO 32' OZ. 4 UTNM 6' OF MISERS IOERS ILV Sd NAILS EACH END MAX SET IN 3. O.D. • PERIMETER I'-4' sIMPSON 41GN STRENGTH SK IP60N LUS-26 W/ (4) Wd'6 2 -0. EXPDXY W MN EMBED. TO LEDGER AND (2) Wd'# TO 2x6 J016T CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2 • I' ENIGMEERED WOOD TRJBBES • 24' O.C. SUBMIT 6140P DRAWINGS SEALED BY MWFESWIONAL ENGNEER FOR REVIEW AND COMMENTS PLYWOOD SNEATHNG SEE STRUCTURAL DR^ HGi. ,L (PERELEW P---- MAW - ROOFMG AND PLASNM6 WY DRIP TR18a STRAPS AND A/IC110R0 EDGE PER M!!R WARRANTEE ME aT�Mr4L REQUIREMENTS WRAP FASCIA WITH BREAK METAL. nAAONRY BOND #u 6TI44TURAL ecaMl Ix2, 2x6 WOOD FASCIA SEE STRUCTURAL PM FASTENERS VENTED 80FFIT PER ATTIC CALC's I' VI' THIQC 2 CAST DEMENT PM.ASTER APPLIED DIRECTLY TO MASONRY RAISED TIISM PER ELEVATI" 2ND FLR WINDOW PER RAN RME SOFFIT DETAIL B SCALE: I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 a N Z q :Q16`R C 0 W 00 aL7HDIV. & LJOT ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODELA 4EHB "2605-HAYDEN" GARAGE 911MG: LEFT PAGE: FRONT & REAR ELEVATION 1, H" 60 MPH EXP. lK PRINE 21 awTE aCAL— 0" 8HEE A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 70 AMP SNSLE POLE IIOV OUTLET nov OUTLEr lO O' OInET UPOP TO HUTCH GFI -tt IIOV OUTLET �Y4�YWRND FAIL NTIAriER [TATTER j RESISTANT TYPE, a@ 770V OUTLET (4) MINE CONIICTION {} yp EM. UjAMnWRDOF OR7U D FAULT —C— CFI OUtLET NIERRTIER SWITCH 6UTC44 3-WAY OMR. �4 6WITC14 4-WAY OPER WALL T10WIED LOW CEILING LOOT © LED CLG LIGHT LW VAPOR ©VP PROOF LIGHT O VP VAPOR FROM LIGHT ORECESSED CAN Vm[T. FAN I CM PER SCL FT. VRNT. RAN MLIGHT I---- Y PD[nll® rsPac'E TOO By FLUORESCENT 2-GLLB uRAP ® [RECE�88ED) AIAaND • R 7-o" TRAP aAOIND [�� 7' FLuopteacEw W FLIOISSCRIT C N TRACK LIGHT 0 PANEL sib METER • S.D. enoKE DETECTOR OOt. UYL- CCOGL- C Icy 1 w 1 IM" MOUNTED erase oencrat EAR_ sAIX.uP u��Dy1EE S/CO ® WW ON combo '� MAROURE INTER .4NNECTEO SHALL BE A DISTANCE OF NOT LESS THEN 4' PROM WALL PENDANT LOW IJ� NATURAL GAS ► TELEPHONE JACK WA71M0I6IECT to RET/JGELG [1L2� .EQ CONEGT , MR —IT1 - 31N T!E ON DISCONEOT 'OH ION TELEVISION JACK CEILING &W XBOARIND O J-BOON To WE SUPFCRrED N ACCORDANCE 4N BOX MARLED AS OWN FOR CE NG BOX mmaU ClLLRtl FANLB/f TOBL SA PORW® BON HAMMIDIN& &UCI FOR torECTION 3�nng 74' INCANDESCENT LIGHT STRIP DnnDDn 36' NCNIDESC@R LISHT STRIP 4' 14CAMMOCENT LIGHT STRIP FLOOD LIGHT Opt. SECURITY KEYPAD • Pm PusH-Bursa+ I=cmme use FORT • LOCATION OF TV JACKS F PHONE CUTLETS 4 FANS TO BE VERIFIED a HOMEOLLNER PRE-CONSTINICTION PEETM • ALL B • 20 AMP BR/NCH GISCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FISCR TTH EDITION [70]®) [NEC ]HOUR 7mM EDITION. • 20 AMP DEDICATED LAUNDRY CSSGNT. • GFI a ISLAND (NOT CN KITCHEN GICUIT) • DIe"u4M4ER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST PAN TO HAVE MN, CAPACITY OF 60 OTM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MB0I3 FBGE RH EDITIdI r9m30) • LAUNDRY ROOM IRCEPTACLE SHALL DE GROUND FAULT GRGIit-NTEREIPTER PROTECTION FOR PERSONNEL ON FEEDERS • MRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGE NTH ED [20301 • ALL WORK TO COMPLY MTN ELECTRICAL PREVISIONS OF THE FBGE IT1.1 ED [30]0A • ALL LdNT6 SHALL BE MI Er*�D BY MULDF! AND TSf a LIS�RNG MMT BE BlRSY EFFICIENT TYPE PER F)eG BERGY (..d4eEIHNVAneN rRESIDBdTIAL BalasY LRFICIBJOT) 3mPm_ THh EDITION R4041 METER FIELD VERIFY LOC. IRRIGATION OUTLET • 48' AFF. Fml PRE -WIRED CLG FAN BDRM, #2 eI\l �� --lU® BOLLARD AS REa PER BLDG. CODE COACH LIGHT PATIO 9 ILWNG s QMG OM ROOM PRE -WIRED - - CLG FAN I GFI TO 2ND FL\ SWITCH )O SWITCH I `� CABINET I l l \Ie OUTLET "FOR DW I r / GFI PAyN.--�� GPI E 44' , --- H KEYLESS FIXTURE �{ GFI ® GARAGE DOOR F'REWIRE GARAGE [ i III ' FLU POy& \III PRE -WIRED H III CLG FAN !III u 4fUFI P.B. FOR CHIMES ' PORCH FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-0' I,-3. I,-3. \I I I � L I c I LED LIGHTING @ SINGLE LAV. BATH 4 PROVIDE 34/0 CU, TFUN . 1% CU IN 7' CONDUIT OR 3 14/0 AL, TT • i•S CU IN 7' CONDUIT OR 7/0 AL. SEUC [CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANi' 150 AMP ELECTRICAL RISER HOT TO SCALE. COMBINATION SERVICE DISCONNECT SMTCH AM GENERAL NOTES. M ELECTRIC METER N A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY IT14 ELECTRICAL PROVISIONS OF THE F� iYF lF EEpyj111• (2 Qblrll y 22�7@1 LOCAL CODES, AND ALL LOCAL POUIER COMPANY REGUIREMENTS. 160ARP B. ALL CONDUCTORS SMALL BE TYPE THFN/T4WN UNLESS NOTED OTHER36E. TELEPHONE SERVICE I POWER COMPAI TRANSFORMER E UIRIENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 50 AMP 3440 Vc I PHASE MLO PANEL CABLE TELEVI&ON SERVICE ENTRANCE EOWP'ENr PROVIDE 30 AMP, 170/240 VOLT, I PHASE SECONDARY-- I •4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) N CONCIETE ENCASED FOOTER STEEL PER 1-V!" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OR THE 89CR ITN 2/0 ALUMINUM rAL) IN 7" DIA SCHEDULE SO PVC EDITION [7m7m). COhMIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC r.I..IAX S FT LOW. COPPER CLAD GROUND IWO COMPANY PRIOR TO BID. SUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 J C v �p rliu F as C S ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 UODELs 4EHB "2605-HAYDEN" GARAGE SUING: LEFT PAGT IRST FLOOR ELECTRICAL PLAN 60 MPH Ey. V SCALE: 1/4"=1'- 0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES f-1 D&V OUTLET 20 AMP SNGLE POLE IUBV OUTLET IIOV OUTLET IO CP OUTLET CURED TO EWTCN --+ GFI IIOV OUTLET EGWRD UWIEAD PAUL MTER,P7ER (TM'PER Rloll r TYPE) 220V OUTLET (4) MI! OCNKTION NXT aftwo FAULT OUTLEtn�M MTBRIWPTIM BUTCH BIWTCH 3-WAY OPER. �4 SUATCM 4-WAY OPER WFIDINTSD LIGHTALL CEILMG Lh&,rr © LED Mr. 0%HT ©vp LED VAPOR PROM LWA4T OVP VAPOR PROOF LIWT OQ RSCEaSED CAN eVENT. PAN I cm PER am Pr. VENT. PAN MkbHT 1 aM PER sm PT. V MATURE TBp taPEc'e DY P.BULD WRAP ® ARDlO (TELL �D, PLU 2 L (BUaI MNT., �c 2' KAkXRRGCMT W FLUORESCENT W—a A —� C A 4' TRACK LIGHT O PANEL PETER OSD. enO1oE DETEcroR dArr. BArJc.lrr r�ti WALL MOUNTED AML AM-jP 1 w 1 OL79E DETECTOR - MANDUME ® 8/GO CAROM MOVML�D C COMA SHALL OE A DI&TANCE OF NDr LESS THEN 4' 14PVAW LIGHT N4IU11AL GAD OUTLMT . TELEPHONE JACK jMh WATER NEATER DRCQalCT AIR CONDITIONNG E AHU ON SS DIacow=T TWIG SWEET Fs TlLEVBIQI JACK To MG ro x Fr euFPaRreD N O J•BOX AGCCRDANq OF 00X MARLED A&eua+rae CEILMG DON WMI CELMG FANo&*HT TO BE UUPP'OMM M ACOOMMICE W/ BOX MARLED AS SUCH FOR 24' MCNIDESOWT ,O.Ga4 LIGHT STRIP neennn SS• MCANOESCE T LIWr STRIP nnnnnnnn 40' NCANDEaCENr LIGHT STRIP PLOOD LIGHT oPr.eecuRTr a KETTAD HE PJ0. FUNK-amaN rOR tnNrEs uae PIDRr • LOCATION OF TV JACK& N PHONE OUTLET& 4 PANS TO DE VERMED • HOMMOUNER PRE-OMOTRNCTION MEETMG. • ALL B 4 20 AMP ERNNCH CIRCUITS TO DE AMC PAUL PROTECTED PER ELKTF6 PR7V10" OF Cam T71.1 EDITION [20 N NEC 710J7 70IT EDITION. • 20 AMP DEDICATED LAUNDRY C PN=T. • GPI E ISLAND (NOT ON WITC14EI CIRCUIT) • DIMHWENER DIBCONNECT TO DE LOCKOUT M PANEL • BATHROOM E)NHN)ST FAN TO HAVE MK CAPACITY OF be (7M 1 TE ITT NT PER ELECTRICAL PROVISIONS OF SECTION MMOU PECR 3n EDITION (2m01 • LAUNDRY ROOM IECEFM'AGLE &HALL DE GROUND FAULT CIRQNIT-INTERRUPTER PROTECTION FOR PERSCHNEL ON PCEDER3 • UIIRMG METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PRO'Auxe OF MG TTH ED [2m01 • ALL WORK TO COMPLY WTW ELEGTIECAL PROVISION& oP THE MCM TT 4 RM (2020 LAW PAC. E14ER9r CCNaEROff MOMMOMMAL ENERGY EPPICIENCY) 2m0. TNh EDITION R404.1 L----------------- -------J SECOND FLOOR ELECTRICAL PLAN &GALE: 1/4' . I'-0' LED LIGHTING @ DOUBLE LAV. BATH P3 I II \I I t I - I I I 9 I I I I I I LED LIGHTING @ DOUBLE LAV. BATH M 3019 1 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 a �Y O S ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODEL- 4EHB "2605—HAYDEN" GARAGE 8WING: LEFT Pw SkCOND FLOOR ELECTRICAL PLAN 60 MPH EXP. 2021 L` I DATE: 08/14/21 SCALE: 1/4"=1'-0" SHEET E2 IF T' VTR I IR' 11/2' T' T• VTR LAV LAUT T' T lk WASFER y T' YTR s• 3 T' W. KITCNEN 3' VT' sw w/ AUTO VENT SIG. I*' V2. ON LA T GOND LAV F T T' VTR 6WA2 N.B. T, --- s T. IIA LA I I I I I I TUD s' CO I L-LI s• 3. To MAIN � I - I I I VJ\ PLUMBING RISER I II 1 I 1�1 • w I l7 O V. V. TUB/ I II I I I • m Z I 2�_g. 2'_g• �_�� - � i•� � L I I I I I I I I I III �. o I I I I I I I I 1 '� I --- W G. 1 1 1 t- ---- i t"-===i = -- 1 - -_—_ TUB/ H.B. WJ-1.r--- 6�A I'-�' 3,_5, 1-4 0 0 ;oPT.=== - - - iREF o wa. II �� 111 0 III - _s u1 o QEl III LAV. '^ 0 III 9 I 1 _ LAV. III � I ul in I I I IT-2. I I I lk I I -------------------- lk— p. I FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN ,JUN SCALE: 1/4 • I'-V SCALE: 1/4 • I'-0' L� i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �G � y gp gyp$ 0 R 3 g BtMDIV. ae I.OT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 moDEr1 4EHB "2605—HAYDEN" GARAGE BVIMG: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLAW I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, STALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. 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 $HALL 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. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRAY, l BALANCING DAMPER OR OBD t, CEILING EXHAUST FAN CEILING EXHAUST FAN Y LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRJ AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O __--EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TA UNITr1l SIMPSON WB ROLL STRAP y OR EQUAL 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 GSXI 1/4' $HT. MTL. SCREWS T REFRIGERANT LINER TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAIN, PER FBCR 1TH EDITION (2020) NOTE: MAIN COND. DRAIN 3/4' DIA. MECHANICAL CODE SECTION 301].4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VjC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN COWTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED I)EXT. GROUND CLEAN -OUT (TYPN ) I I D�NN_G j,IyIxG F OM KKVOVVD�1 H�OM FROM BEDROOM-" ABovE� T I2X8 ----- ---------- II _— z-------'� IT r --------- 14X 12XI2 PASS BATH #2 THRU C `+X I---- ------------------- + G g0 i X , KITCHEN WH O =_ PAN• GARAGE Am I e' S/A j FROM ABOVE ul , III , I I FOYER i FLEX III III PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-0' 0 JUN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeSIgngroup.com 116 AA #: 0003325 SVHDIV. m LOT: ABBOTT PARK LOT# 281BLK# 7 PROJECT* 04181.000-28071 MODEL.• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH i L------------------ JUN SECOND FLOOR MECHANICAL PLAN SCALE: V4 • V-V d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdeslgngroup.com AA B: 0003325 � a � b a 0. 9 SUBDIV. do LOT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PIAN 60 M XP. DAIS 08/14/21 SCALE: 1/4"=1'-0" SKEET M2 2X4 TOP PLATE AN PRE-FAB TRUES cORKR MEAD • ' THICK, 2 COAT s• cm m 1/2' CLG. BOARD NPLAs�TTV.AP�PL�IED sTR1cnIRAL MR DIImCTLY To REsrOlr MAGMW gm* P.T. f NOTE: STUDS IN CEIELLLL AAs AG TO RLL PARTITIONS SUPPORTING PRODucT APPIaovAL Imo. 1/2' DRYWALL WALL HUNG PLUMBING °i' ''w °fi''` a GEALANT a noo 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL e' Nor WATHM STRIP LONGWOOD, FL32750 N eCEEVE, CABINETS SHALL BE NOT Do cur LK �� ro'w' PH: 407-774$078 LESS THAN 2x4, WHERE RE r^ "� �"0101°"' DODRMADY FAX 407-774407a aALv.atEEL SPACED NOT MORE "" TwA� eRAc,�Ts www.abdesigngroup.com SECURE ST. 2xa WOOD BOND BEAM NOT CUT w• o r. ai- p. PAeTE�1D To AA #: 0003325 PLATE TO SLAB STUDS *24' THAN 16' O.G. OR, NOT ea.ID GdlOUT nE BOND SOD sAW ww dare PER eAL, eTeEL O.C.LESS THAN 2 6 WHERE & (U- 4 BEAM �xT CVEp 1 DOOR W/ 10d MASONRY x NAIL • 32' oc. SPACED NOT MORE MAXA THAN 24' O.C. !2J GDUReE - REDARB -- ... -. �., vE APPMWAL Imo. RncAL TRACK 1• n BYTL on TRACK Rom TRACK droeAamTs RO er OTICRs SLAB PPR ALTREC, PIPE THROUGH BOND BEAM FIN. FLR D eCALE.3rs'.r-m. 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE: I I/2' • I' -0' TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS o EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING SFIECKNEES AS PER �a Rim 03 h 0 RNI FIBERGLASS SHINGLES A8 PER FBGR 90511 THICKNESS AS PER PER STRUCTURAL DETAILS WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER AS PER FSCR 905.1.1. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF 84-EATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8, GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER SCHEDULE OR 1/2' HIGH a —PRE-ENG WD. TRUSS 1. 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX AX. BOARD —REFERENCE ELEVATIONS O. ELEVATIONS H STRUCTURAL VENTED SOFFIT —1PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS PRE-ENG TRUSS WALL SHEATHING SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER Q \\\ STRUCTURAL DETAILS INSULATION R-VALUES THICKNE88 A8 PER WALL SHEATHING i REFERENCE STRUCTURAL SHEET 8N1. SECURE PER THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES FOR PER ELEVATION FASTENER SET ON FASTENERSWEET SCHEDULE SECURE PER ON 2x FASCIA PER TYP. 2x FASCIA PER PER ELEVATION e�I ELEVATIONS O}.I ELEVATIONS PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR I/2' ON SHEET ON). VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH StRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS PER MANUFAC�2x P.T. SECURED SMCIIFICA IONS TURES STRUCTURAL DETIAIILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS o 24' O.C. ZYIx2 1/2' THICK, 2 COAT PORTLAND P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS 0 74' OC. 1/2' 1/2' THICK, 2 COAT PORTLAND TO MASONRY THICK 2 COAT 1/2'GYP. WL. BD. CEMENT PLASTER APPLIED 1/2'GYP. WL. BD. F�ORDIRECTLY CEMENT WOOD BASE , CMU DIRECTLY TO MASONRY WOOD BASE AS AR PPLIED DIRECTLY TO MASONRY W-W FIN. FLR, _ ° — 0� W FIN. FLR 0'-0' FIN. FLR � 0'-0' FIN. FLR • a H' CMU . e a . ROOF SHEATHING THICKNESS IS � ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 a ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 4' 1TN EDITION, SECTION R301.13 AND 16095.1. AND 1609.5.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION Y NO OPENING NO OPENING NOTE NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE rUBDIV. de LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECTp 04181.000-28071 MODEL: 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 60 MPH _�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF /6-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-& UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE ' WITH FBCR S05.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 -ITH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226TYPE n1 ^ II OR ASTM 0486S PE IV UNDERLAYMENT. III I OR TYPE IV UNDERLAYMENT. J 1 OR ASTM D486S TYPE OR TYPE NO D � 06/14/21 SCALE: 1/4"=1'—O" skmET D1 FIBERGLASS SHNGLES FIBERGLASS SHINGLES WITH LNDERLAYMENT WITH UNDERLAYMENT AS PER FBCIR 90b.1.1. AS PER POOR 906.1.1. ROOF SHEATHING ROOF SHEATHNG THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. oLnR PRE-ENG WD.TRUSS- 24' O.C. MAX IfELEVATION 24' OjC. MAX. METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES VENTED I'-0' O.N. 5/8' GYPSUM BOARD 2x FASCIA PER— ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH / CLG. BOARD VENTED — Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.I INBUL. REFERENCE STRUCTURAL w J WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL d) 3/4' T 8 G SUBFLOOR 1/2' THICK, 2 COAT tt GLUED AND NAILED I/2' THICK, 2 COATS PORTLAND CEMENT w Q a CHPER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED J PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP--' SEE STRUCTURAL SEE STRUCTURAL— �OR LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD — - - EnR �"LEVATION IX2 FIRE -STOP IX2 FIRE-STOP�� R-4.1 KNSUL. a w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS --REFERENCE STRUCTURAL 6 i w W w BATT INSULATION REFER TO ENERGY CALLS FOR VALUES 5/8' GYPSI.M BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATICN 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL 1/2' THICK, 2 COAT IR' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT MASONRY PLASTER APPLIED Ix2 P.T. FURRIh1Cs Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS 24. O.G. MASONRY 8' cm DIRECTLY TO S' IFI 1/2' GYP. ILL. BO. 1/2' GYP. WL. BD. WOOD BABE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP —� m m E —INE n 3! WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'-I'-0' JUN 1 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a n 64 C N � � W 00 x OUSDIV As LOT: ABBOTT PARK LOT# 28 BLK 7 PROJECTp 04181.000-28071 MODEL: 4EHB "2605- HAYDEN" GARAGE BWMG: LEFT PAGE: DETAILS 60 MPH rm 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2' X 6' J-DOLT W4' MIN.EMBEDMENT W/ 2' X 2' X V6' W,4311ER 4 NUT OR LLV l2) V2' X 6' ANCHOR DOLTS V6' Wl46NER 4 NIT ° ° BECUIE 2X4 TO DLK W/ ° 1/4' TAPCONS ° I V2' EMBEDr 6' O.C. 4' END DIST, 1 1/2' CDC# DIST. ° SIDES.I 2X6 GARA0E DOOR BUCK SECU W/ (61 V2' X S' J-DOLT OR ANCH DOLTS, IW 4- MR EMBEDMENT, uX 2' X V8' WASHER 4 NIT. (U WIT 6' OP TOP, (V WITHIN 6. OF THE B ° (3)EVENLY SPACED. ° IR NOTES, ALL ANCHORS $HALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH NATRIIGTION6 ARE MORE BTRINC66NT GARAGE DOOR i1BUCK ATTACHMENT 3 we . ww. 6' cm IR' DRYWAL ❑ I'X4' P.T. DOOR DOOR L 1.4 P.T. OR S/4'X4' MIN. SECURE THRU FRAME 4 EMEND 1-1/4' INTO NAILER BOCK W/ SAW TAPCONS CASING (MIL SHANK SIZE .146 MIN HEAD SIZE 300 MR EMBEDMENT 1-V4' WITHIN 6' OF EACH END JAMB OR WINDOW 4 IS,O.C. MAX SPACING ATTACH TO 2X PER MANN'ACTUIM6 DETAILS. NOTE, SHIM AS NEEDED TO PLUM" JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" OWTO BLOCK +3/4" OR +5/4" omp 2X4, IUD SECURE TO BOCK W/ 3A6' TAPCONS (MR SHANC SIZE J45 MRI. HEAD 612E 300 MIN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 I6' OG MAX 6PACING. 2X6, m SECURE TO BOCK WK2) SANS' TAPCONS MIN SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') 6• CMU WITHIN 6' OF EACH END 4 E' O.C. MAX SPACING. 14' DRYWALL 2X6, cm ❑ I'X4' 6ECURE TO BOCK P.T. NAILER WK2) 3/I6' TAPCONS DOOR CASING (MIN. SWANK SIZE .14S MIN HEAD 612E 300 MRL EMBEDMENT 1 V4') WITHIN 6. OF EACH END 4 W OL, MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE+ SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" p 11RKDOM TO HLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCON6 (MINI 614AW SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1,149 WITHIN 6. OF EACH END 4 ID'Or- MAX 6PACMG. 2X6, SECURE TO BOCK WK2) 3/16' TAPCONS (MIN. SHAK SIZE .145 MIN. HEAD 612E 300 MIN EMBEDMENT I V4') WITHIN S' OF EACH END 6' cm 4 W O.C. MAX2XSSPACING. 1/2' DRYWALL QMV SEC, SECURE TO BOCK I'X4' WK2) 3A6' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 1/I6' OAS. X 4' MIIN. MIN. HEAD Sig 300 MIN EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END 4 le' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE, 81411 AS NEEDED TO PLUM" JAMS (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/16" /� 11IND011 TO HLOCK +1 15/18" 2X4, SECURE TO BOCK W/ 3116' TAPCCNB (MIN. SHANK 612E .WO MR HEAD 61ZE 340 MIN. EMBEDMENT I V4') WITHIN 6' OF EACH END 4 16' OC. MAX $PACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3K6' TAPCCN MIN. 1-1/4' MR SHAW SIZE .146 EMBEDMENT INTO BOCK MIN. HEAD SIZE 306 MIN EMBEDMENT 1 V41) WITHIN S' OF EACH END 6' CMU 4 18' OL, MAX 6PACING. V2' DRYWALL 2Xa ® SECURE BOOK I'X4 ' WK2) 3/16'' TAPCON6 P.T. NAILER MIN $HAW SIZE J45 DOOR CASRG W. HEAD 612E 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 16' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANFACTUE6 DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" /,,1/IND01/ TO BLOCK +E 1 /4" 2X4, SECURE TO BLOCK W/3/16' TAPCONS (MIL $HAW 612E JO MR HEAD 612E 300 MIN. EMBEDMENT 1 V41) WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WV(2) 3/16' TAPCONS (MIN. SHAME SIZE J45 MIN. HEAD SIZE -SM MIN. EMBEDMENT I V4') WITHIN S' OP EACH END 6' cm 4 ID'Or- MAX $PACING. 1/2' DRYWALL 7XS, SECURE TO BOCK WK2) 3AIV TAPCONS P.T. NAILER (MIN. SWANK SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10' O.G. MAX SPACE DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" /1E1xn�nw '1T1 AT.nre +9" 2X4. SECURE TO BOCK W/ 3/16' TAPCONS (MIN. 6HAW 61ZE J45 MIN. HEAD SUE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 *'Or- MAX SPACING. NOTE, STRUCTURAL 2X MIST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPOON6 3A6' TAPCON MIN, 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BOCK MIN HEAD 61ZE 300 MIN. EMBEDMENT I V4') S.0 WITHIN 6, OF EACH END 4 W O.C. MAX SPACING. V2' DRYWALL 2XS, ® a I'X4' 6ECUP E TO BOCK P.T. NAILER WKx) 3/16' TAPCON6 DOOR CASING (MIN. SHANK SIZE Wb MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IV OL MAX 6PACMG NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.1 2Nm 2X SECURE TO STRUCTURAL MEMBER WK2Rxd WITHIN 6' OF EACH END 4 6' TO 6' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL$. DOOR JAMB TO BLOCK +3" t rmxnnw Tll Aln[ Tc +A^ 2X4, SECURE TO BOCK W/ V4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. UlDEOM04T I V4') WITHIN S' OF EACH END 4 IS' OL. MAX SPACING. 2)(6, 010 SECURE TO BOCK W0Y2) V4' TAPCONG (MIN. SHANK SIZE SO MN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' OC. MAX SPACING. 2XS, SECURE TO BOCK WK2) I/4' TAPCCN6 (MIN. SWANK SIZE .Wb MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 IVOr- MAX 6PACING 6' CMU 47' DRYWALL FT 1 X4' P.T. NAILER 1/16' O.Sa X 4' MR DOOR CASING POOR JAB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" v 11IND01► TO BLOCK +9 7/ B" 2X4, SO SECURE TO BOCK W/ 1/4' TAPCONS (MIN. 614AK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT I V4') WITHIN 6. OF EACH END 4 16. OG MAX 6PAGW- 2X6, SECURE TO BOCK WK2) 1/4' TAPCONB MIL SHANK SIZE J46 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN S' CF EACH END 4 b' O.C. MAX 8PAC2'K 2XS, SECURE TO BOCK W(2) 1/4' TAPCONS (MIN. GHA4K SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UT14N S' OF EACH END 4 IS' Oa MAX SPACING. NOT& STRUCTURAL 2X MST BE ON OUTSIDE 4 SECURED THROINGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BOCK LJ S' CMU UV DRYWALL D P.T. P.T. NAILER I' P.T. X 4' MIN. DOOR CANING DOOR JAM" OR WINDOW ATTACH TO 2X PER MANUFACTURES DERAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" NNDOR TO BLOCK +3 3/4TO BLOCK +3 3/4" 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 D C q a #4 u a BUBDIV. Be L,OT ABBOTT PARK LOT# 28 BLK# 7 PROJZCT* 04181.000-28071 MODELS 4EHB "2605-HAYDEN" GARAGE SUING: LEFT PAGE: DETAILS 60 MPH 117 D �': 06/14/21 SCALE: 1/4"=1'—O" SHEET D INSTALL PASTENER6 /CLIP6; N.L STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQURED TO SECURE SMALL BE LAPPED A MINIMUM OF PIPE) WIRE TO PRAMMG 6' • VERTICAL LAPS (ROLL ENDS) a 6• • HORIZONTAL LAPS. UM LAYER L ALL SE - MIS PEED TO OR TAPED LATH VERTICAL LAP TO BE I' STUCCO UW WTH FORTIBER SHEATHING TAPE MIS LAYER Q, POWFRMM SUILOMG PAPER PREFORMED CONTROL JOINT j' THICK 3 COAT CEMENT / \ METAL LATH FLANYAE Or CONTROL JOINTS WIT \ RASTER 6'ab• SELF•ADHERMG N1EN101fANE BE RED TIED TO LATH • 9' URD LAYER -2, FORTFIBER / \ SELF-� RING MEMBRANE O.C. MAX (VERTU, NOTE, DO OUILOMG PAPER NOT FASTEN CONTROL JOINT TO / r nN LAP • nMTAL LArw \ FLASHING OVER APPROVED WALL EVEN P STUD EXISTS HOUSE WRAP• 1441 N. GWOOD RL 327 BLVD. BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH PL4KIMG ro EMEND ONTO PIPE LONGWOOD, FL 32760 1Nr' LEG MAY BE USED TO TEMP. FASTENED •T' (vERTJ OG. MAX �( X X X I 4Se4• SELF-ADHERMG MIMDRANE SECURE CONTRO. JOINT AT SUPPORTS X X X NMrABHU'Ya OVER APPROVED PH: 407-774.6078Ei DURING INSTALLATION � �— — — — HORSE WW. WWW BbdeSigng�7Com FASTENERS 70 BE SPADED STIUCCO�WPRAYR METAL LATH Rd6HMG TO EXTEND ONTO PIPE AA i. 0003326 • 1. OL. MAX VERI'I(.ALLY WOOD SHEATHING WIND LATER 9, i' THICK 9 C047 CEMENT %' CONT. DEAD OF SEALANT I STUCCO UAlAP I PLASMETAL INSTALL APPROVED HOUSEUIRAP AIR s� .: 1 n "5 R I A t >3 - '-,.. • :. • MIN F-Arlftr / INFILTRATION 6ARRIER OVER SHEATHING ..! `.: ,k ,. WRB LAYER'], FOWINSIER I WPM LAYER -2. FOR. BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ BUILDNG PAPER WPM LAYER -1, CV. PNISH (SEE TYP WALL SECTION) STUCCO uIeAP rrol. I °AP nra LATH SHALL NOT BE CONTINUOUS r• ro s• r• rD s• WDCO SHEATHING SECTION P S ION M THROMM CONTROL a \ M of portend cement plasmr JOINT6 BUT SHALL BE MOPPED AND 0.11cExterior requicomply of ST e C 926-on requiremema of A97M C92s-teb. TIED AT EACH SIDE. PER A6TM CIO6.1 PROVIDE 2X4 BLOCK ING I' MM ,ATM PLACED FLAT MAX 6' TO 9' PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ONr / STRUCTURAL STUD2 LAP LAP, �' ovt+R ALL LAP Installation of exterior IaNing and framing shall comply � ASTM C 1063-19a, LL FATENER$ FOR LATH TO BE NAILS OR— i SCALE, 1 IR'•I'-O' STAPLES IN COMPLIANCE W/ A6TM CI063 r i. WIRE TIES TO BE INC.0) 00416' WIRE ING 3. BLOCKSHOWN MAY BE IN ADDITION/ \ 6 TO WALL STUDS REQUIRED PER PLAN , 4'x4' 6ELF-ADFERING MEMBRANE FLASNMG (COMPATIBLE UJJ HIOUSE NM �IINNII �AN�I� IIIii�IM IN� I VERTICAL LATH A1•WRAP MATERIAL) HHer h S7 0 WIN N 9 & PAPER DETAIL FLASHING TO EXTEHID ONTO PIPE WOOD MUDS I' OR LESS, PIPE 6'a6' SELF -ADHERING MEMBRAE PENETRATION i PLA6NSYt (COMPATIBLE IW HOUSE MATERIAL) OVER 4.4' eHEATNMG 1 eELP-ADHERING MEMBRANE SIDE LAPS OF METAL FLASHING OVER APPROVED PLASTER BASES SMALL { HOUSE WRAP. M" TYPE CONTROL JOINT F�RAIIE11fN MEMBERS. BPILArtR 4 f R-A6NSJG TO EXTEND ONTO PIPE ul O r. THEY SMALL BE TIED ~{ BETWEEN SUPPORTS W WTH CAP41e-K (121-MM) STUCCO b• LAP • LATH CUT AND OVERLAP ONE 61DE OP WRE AT INTERVALS NOT r LAP •PAPER SELF-ADHERMG MEMBRMlE MORE THAN V (779-MM)' FLASHING CUT AND OVERLAP ONE SIDE OF O AS PER ADTM C1063, STEP ry STEP "2 �� MEMBRANE O LPOLD WIVOrR.A O lP0.p aeIWO •Pf.A bLD ArPT,e NOS PIPE PENETRATION DETAIL CFRA"IE) POR REPAIR OF TEARS ® ® KICKOUT IN HORIZONTAL HORIZONTAL LATH 3A DETAIL MAY BE PATCHED & PAPER DETAIL WMOUN WUAP TAPE N.T.S. PER MAMF. SPEC. OR Rp PEEL ( STICK WOOD SHEATHING OL POLO wwo . ® t Ppt D esuAw . Pr. A OR CMU Pr. A L adAM . Pr. e L aO!A4E • PT. a WRB LAYER el, A aRIA•E • R. C a. QOAN•P4.0 STUCCO WRAP (FRAME ONLY) • TILL I L 1 Pf. CPT! Pf. SSo Pon FLATOJMM NaEW kk •, THICK, 3 COAT CEMENT a; PLASTER(FRAME), VYGOAT �, E G E N D CEMENT PLASTER ASTERCGMW METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER DRAINAGE PLANE (WR5 ® ®PCLD ® ROOF/WALL I APR EED 'TM � "T,,,T�T - - LAYER 01, STUCCO WRAP) MAL POLO, RQ ( bw a,r. pTHICK3COAT CEMENT ? WX5' 'L' TYPE CONTINUOUS WR5 LAYER 2 IFORTIFISER — — — — O— — PLASTER PERL ('CW.2COAT G L Z ALV. METAL FLASHING (all) BER ;� (NAIL TO ROOF DECK NOT 5U I L D f NG FAFER) luxe LAYER a.(a WALL SHEATHING) MUILOM LATER LAYEI'IAPER(RwEcrar, IUB u, r' � GAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X eTuccouRAP(Rea•EORY, INSTALL WITH ROOF CEMENT BUDDIV. & LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODELA 4EHB "2605-HAYDEN" OARAOE 9V7NO: LEFT PAGE: WALL ASSEMBLY DETAILS � 60 MPH EW. LAP UTftOFr ootoE NAAW II.MNE, STOP L�ir owy)I .. STUCCO c Pm" OR a,l �I ROOF CEMENT WOOD OR 1/1611 ZIP WALL 702 Tau awJ PLA•N•a ROOF PER ELEVATIONS SHEATHING . g D �GMU �� I SELF-ADHE5IVE FLASHING NOTE: f METAL LATH: LATH TO 5E PER SECTION How TILT UDeRATr181r TIOMr D!K (ODD OR y 0� ar, Ri031.1 / A5TM C-541-14a, MIN. 2.5 L55. PRINT auwou RODPn6 n�.Aw`Pwn>: L raoDP. DATE: 08/14/21 PER 5a. YARD (UTILfTY OR NOMINAL SCALE. 1/4"=1'-0" LATH DOES NOT MEET SPECIFICATIONS) SHEET F4. OG eXTE'G N'tRLQY "A&M ." L" FLASHING d6Tp1F1{aL N.T.S. d d A I INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE alp FRAME OF THE EXHAUST. Co' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE, OVER TOP < SIDES I. DOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE WRB LAYER 01, TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP I1441 N. RONALD REAGAN BLVD. WATER AWAY FROM JOINTS. ' PREMANUR DRYER LONGWOOD, FL 32750 E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN PH: 407-774-6078 X JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER 02, FORTIF15ER FAX:407-7744078 APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA S: 0003325 so ON ALL SIDES, CAULKING .JOINT SEALANT e TOP A SIDES THICK, 3 COAT CEMENT WOOD SHEATHING 1 1 PER SECTION R7lRi.7 PLASTER ? LAYER -1, Exterior lathing and plastering STUCCO WRAP BACKER ROD Extedor use of portland cement plaster LAYER Q, FORTIFIBER shall comply with the application 6B DRYER VENT (BLOCK) Ys' TO Y&' MID -WALL BUILDING PAPER I-X requirements of ASTM C 926-18b. WEEP SCREED tt METAL LATH WOOD + I �VV TEXTURED 'k shall comp of exterior lathing and framing Y' I shall comply with ASTM C 1068-19a, CONSTR{lCTION FINISH .WOOD or ASTM 1787. FASTEN TO WOOD STRUCTURAL 6' SELF-ADHESIVE WRB LAYER M, �" FLASHING a, Cru MEMBER .roc MAX ,f.x. STUCCO WRAP I HOODED VENT BUILDING PAPER ` 7i' TO x' MID -WALL OVER'CIUICK WOOD FRAMED „,,,�..oD THICK, 3 COAT CEMENT FLASH' F — — — —1 WALL - -2a METALER LATHHORIZONTAL WEEP SCREED AAL WRB LAYER -2, FORTIF15ER PIPE THROUGH / • BUILDING PAPER WALL (FRAME TO FRAME), .• WIDE STRIP SELF WOOD SHEATHING ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING /_ \ r� r-� t r r-� r-� c rr-� rm / r� r-� • r-� \ \ x TEXTURED WOOD SHEATHING I MEMBRANE FLASHING OVER BOX AND OVER 6' WADE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING STEP #1 LATER 7 STEP #2 ZFLA,S,� ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED STONE VENEER OVER SCRATCH coAr VERIFY LOCATION I OUSEWRAP BELOW WRB LAYER "I, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT BUCK THAT NO MEMBRANE ENTERS 9 APPLY 6m MIN GRADE 'D' FELT OVER ®40 IWG MEMBRANE FLLAA,SHING W/STONE VENEER METER FBOace APPL SELF -ADHERING (FRAME TO BLOCKS EDGE FLASHING OVER CAVITY TO BE FILLED WITH WITH RIGID POLYMERIC APROVED HOUSEWQAP FOAM WIRE LAYER 02, FORTIFIBER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER - APPLY A SILICON STEP #3 STEP #4 DRAINAGE PLANE (WRB LAYER "1 STUCCO WRAP) TTHABASEELECSEAL WIRE PENETRATES w Z c cO y A STJHDIV. Ac LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEL: 4EHB "2605—HAYDEN" GARAGE awsxG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH M. RI WRB LAYER 02 (FORTIF15ER - - - - • - ��TING�OVER ' BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD STUCCO/C.V.FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x t 1 COAT OF PAINT W/BACK- OVER 60 MIN „'° ,° SECTION) ROLL PRIOR TO GRADE 'D' FELT -PROVIDE METAL LATH 2U STUCCO ELEC. METER INSTALLATION PROVIDE STruccO SCRATCH SEALANT AT ALL JU WOOD OR 1/16" ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS o o. e ° ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT NO DATE: 06/14 NOTE: METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #(o 8CALE:l/4"=1'-O" R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. U PENETRATION SHEET PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WA2 WOOD SHEATHING WRB LAYER -1. STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER V HAT CHANNEL a' THICK, 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHND WEEP SCREED WOOD BREATHING 4- POSITIVE ORAN EXT. Uk= WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - DAR MER 9 WEATHER RE616TIVE . BARRIER -2 TASTER3 COAT CEMENT METAL LATH — UK= SHEATHNG I LAYER STUCCO 9,V- STUCCO WRAP ' - - i i' THICK, 3 COAT CEMENT PLASTER i Y.i GAP FOR BACKER ' ```� W SELF-ADHEREING EXTERIOR L R� i SEALANT ' FLASHING, WRAPPED i \\ • TOP OF WEEP SCREED 4- POSITIVE DRAM P THICK 3 COAT CEMENT VINYL CASING BEAD i i .•` TO SHEATHNG BELOW �''�T :. I '_. `� '�` VINYL COIBER LEAD ' WRB LAYER 9, NO OAP IN FIELD VINYL CASING BEAD WATER PROOFINlot Y LAYER (2 LAYER PEEL ' STUCCO WRAP (SHOWN FOR CLARIFICATION OP i STICK) SEPARATE ACCESSORIES ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER FEEL i --j1--6' SELF-ADHEREING WRB LAYER 9, ,% ,/ FLASHNG WRAPPED STUCCO WRAP je i • CORNER OF CANTILEVER 4' POSITIVE DRAIN AMIGO AMbi-UFi11C-T8m 1 1Z nec arxcn CUSTOM CASING BEAD GAP IN FIELD —� lBHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALES 1 NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / A5TM C-841-14a, MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATION5) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL - W/TEXTURED i PAINTED FINIBFI i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION S/8' TYPE 'W DRYWALL W/TEXTURED i PAINTED FINIS14 J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE 9 RESISTIVE 2 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE 9 RESISTIVE 2 d' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL i BTICK)METAL DRIP ED SET IN FULL BED OF PEEL i ,~-- GE AMN. STICK •DRIP SPACE CE FROM 11 DRIP EDGE TO FACE TO TREX DECK r Y♦' GAP FOR BACKER 1 )QXI i4 P.T. OR SIMAJLATED ROD , SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 t BARRIER 9 STICK) WRAPPED FROM -� WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER CK • DECK MEMBRANE, DECK EXTEND OVER DRIP LOOR EDGE ® 3' X 3' 26 GA GALV. METAL DRIP EDGE - SET N FULL BED OF e P.T. OR SIMA)LATE iFINISM SEALANTA' MIN.(TREX) FILLER SPACEFR M DRIP gJ" FACE TO TREX FOR BACKE VINYL CASING BEAD i SEALANT WATER PROOFING I,t LAYER (2 LAYER LAYER (2 LAYER PEEL i PEEL i STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER k THICK 3 COAT CEMENT lk PLASTER METAL LATH DIV TYPE 'X' DRYWALL WOOD SHEATHING WVTEXTURED i PAINTED WEATHER RESISTIVE FINISH �� BARRIER 9 WEATHER IM818TIVE I' THICK, 3 COAT CEMENT BARRIER -2 PLASTER VINYL CORNER BEAD DRAM - w9&e kGwjn VNYL CASING DEAD NO GAP IN PIELD ?GWO WN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION X.UMN SHEATHING BATHER RESISTIVE ARRIER M GATHER RESISTIVE ARRIER 4 SAF. \ -EEL i STI`CKC I Vx3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT UP X 3' 26 GA GALV. METAL DRIP EDGE SET N PULL BED OF SEALANT, K' MR SPACE PROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING CONTINUOUS Yi GAP FOR SEALANT OPT BACKER ROD - 6' SAP. 1 )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GAL V. METAL DRIP EDGE SET N FULL BED OF SEALANT,16' MIN. SPACE FRCM DRIP LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH WATER PROOFING let L MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER 1' THICK, 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL i METAL LATH W/TEXTURED i PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAINPLASTER naEe ar_eeen NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE. NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER FASTENED TO SHEATHING • T' O.C. MAX C '11: n WRB LAYER 9, STUCCO WRAP 9--VA '., WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME -,21/2" CORNER BEAD (FASTENER 4 SPACING, ® 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK WRB LAYER 91, STUCCO WRAP STUCCO WOOD OR 7/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WRB LAYER 4, FORTIP15ER BUILDING PAPER—\ METAL LATH }' THICK, 3 COAT CEMENT PLASTER ib'SELF-ADHERING FLASHING , DRIP CAP WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER — METAL LATH i' THICK, 3 COAT CEt PLASTER 6*SELF -ADHERING FLASHING DRIP CAP - WINDOW FLANGE SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED �THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 y S m y D F OTT RK # 28 K 7 pp OJECT# 04181.000-28071 MODEIU 4EHB "2605-HAYDEN" GARAGE 8111►MG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH WOOD SHEATHING —\ WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF -ADHERING—� FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER h, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD (9) WINDOW 15 C (FRAME, W/BAND) WOOD SHEAT! METAL LATH WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER 01, J' THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER WRB LAYER 62, FORTIF15ER VINYL ANGLED ; BUILDING PAPER caslNG BEAD VINYL CASING BEAD >t i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED vIEw FOR PLASTER CLARITY) CASING BEAD C9 RAISED 1 `7 A BAND ( FRAME) SCALE: I I/2'= I'-0' Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER ry, STUCCO WRAP CASING BEAD 6' SELF-ADWEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING WEATHM RESISTIVE DARRMR WEATHER RESISTIVE \ BARRIER 4 / /Y� M.• X T Y��� BIDMG / \ LLrWiSELF-ADFERMG / / I b' GELF- HERMG IL R.A&dMG 6 1RESISTIVE / STARTER STRIP \\ \\ WEATHER FI SISTIVE - I .. y FL�M ADHERM6 \ GALVV METAL � ' GALV'D METAL Z' R.ASHm W FLAOMNG WGOD TRIM MEMBER ` oEA¢ /t1w. IY' X CASM TRIM MEMTED IWbOD TRM MENDER \�oR APPROVET \` SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE. METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER .90. YARD (UTILITY OR NOMINAL LATH [DOES NOT MEET SPECIFICATIONS) WOOD CONSTRJCTION BEYOND WOOD OHEATHING— WEATHER RESISTIVE A/ BARRIER 9 BARTWERRIER P0616TIVE Wii �JL• xICVEAL �Ya' LAP Slow. / I a I 6• SELF-ADMERN's \ 4 FLASHMG _ STARTER STRIP OR I G LVPFLA&ERYAL� /' / ' eaal US, MLR � � � 61 MIN. o z E-z DEm vlNn renMG fuJA6' R.EXIBLE PVC DAQ@R ROD) \ / WSELF-ADWERMFLAGWM \ I I I CE 7�� COA�\ MEN��rP!TLA6TER AI T14ER �SISTIVE WEATHER RE018TIVE SARtlER 7 6HRIVG�W. WEATHER PM616TIVE BARRIER 'I TO LAP \ 61 MIN. ABOVE TOP OF 'Z' ILASFJMG WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 4 6' OrLILATED TRIM MEMBER WEATHER RESISTIVE BARREI! 9 (U/%, FL.EXIDLE PVC DACIOR ROD) SIDING TO STUCCO `WEATHERRESISTIVE ® FRAME TO FRAME DARIdCRQ 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a z WINDOW FRAME _. ......._,...._... WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) `—WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER fo' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY %'.I' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, 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 < BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 J o BUBDIV. & L.OT: 01 ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEL.: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 11 2pi1 r""` 08142 DATE: / / 1 sCAL.E: 1/4"=1'-0" aHEXIT WA4 AVAMARS MSS moumfm CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY AUGNED. VENT PIPE IS SEALED IF UTIUZED. NAIL IN PLACE SHOWN IN R GALVANIZED USING I -Ile NAILS ATEACH CORNER, ROOFING CEMENT 'MWARATION SHOULD SE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT O-THEGOOSENECKVENTOPENINGINTHEROOF RE001 ENDED IN SEVERE WEATHER COASTAL SHEATHING: SIZETNEOPENINGINAOOORQA EWTITHE CHART SHOVMAN THE EVENT A MECWWICAL VENTFAN IS CONSTRUOrm ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF, REMOVE INTERFERING SHINGLE NAILS MOUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT I—S FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER OM VENTFIANGES TOIAY ON ALLOOF THINGLEE THE TOP OF THE SHINGLES SHINGLES IF -IY— ROOF HOOD VENT DETAIL SCALE, NTB tEMO-LIP — HOLD-UP (SECURE HOUSELLRAP (OR CUT HOUSm~ TUP CK FLA"NOB.", AT N' ANGLE at FEAR MODIFIED • CUT 'I It T•IT• IN N01�9RtAP } ALIGN FLASHING WV NT, EDGE OF SILL RO. IImOW LINE OF WOPENING FOLD HOUSEfYfAP IN ATJAMBS( SILL MECHANICALLY FASTEN PAMMO EOSSS[CAP \ NAILS. STAPLES) APPROVED HOLOBILWAI^ OVER SHEATHING OVER WD STUD WALL SLOPE eILL PLO. TO EXTERIOR INSTALL DUPONT PLEXWMAP AL PLASFIIN6 4T THIS IS STEP I STEP 2 INSTALL S'— SELF-ADHERING PLASHING OKR NAILING PLANSE JAM06 EEND EXTTFLASHING MIN 11 END LIES \)/` PLEXiBLE PLALNING DO NOT SEAL BOTTOM PIN STEP 6 DOM A TAPE DIAGONAL CUT A ACPOft HEAD o WINDOW PLUMBING VENT DETAILS ALE, NT6 :F SEALANT AT A'm8 AND HEAD APPLY TO BACK I MOON NAILNS LANGE. N LINE W/ IOLEL OR BLOM INSTALL *'WIDE ADHESIVE - BACKED RJEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-SRAP DT-104L. - EOW V) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 OVER JOINT VALLEYCENTERUNE SS'WMVALLEYFLASHING ID FASTNERSVATHIN SSt OR HEAVIER FELT 6'OF CENTERLINE XTRA FASTNERS IN UNDERLAYMENT END OF SHINGLE (I ND END SHINGLE ASPHALT AT LEAST I2'8EYOND ROOFING CEMENT /� VALLEY CENTERLINE H' CLIPPED OFF CORNER AT NEDEGREE' 4SHINGLES TRNMED 2'0 C11 FROM VALLEY CENTERLINE L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY ROOF VALLEY DETAIL THE ELL114 T1ZALY TO ALL PRODUCTSINCLUDING THE C .RAP, SEALANTS N SELF-ADUCT SG SCALE, NTS FLASHING MATERIALS LASED DUP NG CONSTRUCTION 2. "TALL ALL MATERIALS PER MANLFACTUREMS UPUTTEN SPECIPICATIC04 SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTM CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF XTERIOR RETROPIT WORK x;&IR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OSI HTJ (O M LIAL) SEALANT ( WSmOW/GRI JOINT. R.WD APPLIED K-464M (LANCO UNITE -SEAL RC-N OR EQUAL). SLOPE SILL TO EX USED DURING CONSTRUCTION. i. PLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANFACTUIER'6 INSTALLATION NSTRICTIOIb AND APPROVED METHOD IJ OF FBC RTOLA 1.1 IN ACCORDANCE WITH FENESTRATION MANIrACTUIER'S INSTALLATION AND FLASHING NSTI®JCTION6, W"ININGI SEALANTS MAY REACT ADVERSELY IF NOT COINPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h 4 g i 0 x MM $VHDIV. INS I.OT ABBOTT PARK LOT# 28 BLI{# 7 PROJECT# 04181.000-28071 MODEL 4EHB "2605-HAYDEN" GARAGE $WING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH XP. 17 DAM 06/14/21 SCALE: 1/4"=1'-0" $IdMET WA5 / / I I 1 I I I 1 1 1 \ 1/8 ol —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN {, PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE I� \ —1/8' TEXTURED I FINISH m WOOD I 1� 2x6 SUB LAND 1/2' TEXTURED \ FINISH m CMU / j < ✓; � METAL FASCIA � V + WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \ \—EXTERIOR WALL �r (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \\ 1 \ 1 ®ELEVATION ®PLAN A 1/8' TEXTURED FNISFI • WOOD 1/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR cm WRB LAYER 9, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT ©PLAN 5 T \ \ \ 1 1 \ \ \ 7ROOF KICK OUT REMOVED 1F:OR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH is CMU / 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL s STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' IA OFF WOOD WALL P EDGE AL KICK OUT PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/1y'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 V h C p V 0 BunDIV, ae LoT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 woDEL' 4EHB "2605— HAYDEN" GARAGE SITFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 1 D TE 06/14/21 DCALE: 1/4"=l'-0" 8FIETAE�TT dd6 MIN. EACH WAY MONOLITHIC FOOTING }t STEEL REINFORCING IN GROUTED — - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND v v �� 3 2 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d i S SPACING REQUIREMENTS ^ GARAGE DOOR N ., �� ° RECESS m FKi Q 8"CMU WALL �, 8" CMU WALL I p CORNER BARS, SAME SIZE AS LARGER BAR W B' m ° _^I IN FOUNDATION WITH 30" LEG EACH m H 0'-0'+! ^ WAY AT ALL CHANGES IN DIRECTIONS SLA ° - TOP OF B TOP OF SLAB I _. SO THAT THE STEEL REINF. IS CONTINUOUS a' , ° MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE° • { BAR SIZE 48 BAR DIA. EXT. PORCH SLAB °:• 4'• CHAMFER (1-STORY) #3 16, • EXT. FOR SLAB •�•�~ SEE SLAB SCHEDULE TOP OF GARAGE - VARIES f 4" CHAMFER STORY) I>I ,� _ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: W/ 12" ISOLATION 6" CHAMFER (2-STORY) W/ 1/2" ISOLATION (1 l 6" CHAMFER (2-STORY) .. D•-0•• JOINT (WHERE - • • #4 44' JOINT (WHERE ° • • APPUCABLE) i SEE SCHEDULE #5 30" APPLICABLE) a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE #6 36" i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h AND BAR QUANTITY 2 AND BAR QUANTITY NUMBER OF BARS (R. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING SCALE:3/4"=1' Y' scALE:3<°=r-o" GARAGE 3 4 SCALE: 3/4"=1'-0'• SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONIC, s POURED CELL LAP TOP PLATE A MIN. OF 49' o w 8" CMU AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 5 #4 REBAR @24" O.C. CENTER OF LAP TO OCCUR OVER STUD OF WALL Wt PLAN 8 a SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z. WALL W/ SYP No 2 STUDS SEE _ PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED g EPDXY. MIN. EMBED SLAB W/10d MASONRY • PIPE 8", UNOGALVANIZED J 5 FOLLOW ALL MANF. NAIL 16" O/C STAGGERED. ADDITIONAL METAL WIFLANGE @ BASE w SPECIFICATIONS FOR CONNECTORS NOT CONIC., REINF. W/ 4" CO USE AND I REQUIRED % 6"x6"#10 WWM ONE 4 PREPARATION OF UPLIF PRESENT _ MIL POLY ETHYLENE m VAPOR BARRIER ON w o 4" 4° HOLE. w w SEE SLAB SCHEDULE w ° II 1'-0' WELL -COMPACTED SECURE FLANGE TO e. CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 114" o O. +- Ol. I TREATMENT SHALL BE TAPCONS °p? TOP OF SLAB a °; BORA-CARE u, 1 .a (CONT. #4 REBAR CHAMFER (1STORY) ' s2_ °2')4" F(2) 6" CHAMFER (2-STORY) a #5 REBAR ON CHAIRS lam—' • s 2,000 PSF VIRGIN SOIL OR 95% EQ EQ SEE 17' MIN. DEPTH INTO COMPACTED SOIL FORMD,HenRUSIZE AND BAR QUANTITY VLE IRGIN OR ENGINEERED SOIL ? p MQ SLAB HEIGHT LESS THAN T-61 PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 sQALE:3/4'=,'.o" (NO UPLIFT) G 5 6 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0' SCALE:34"=1'-0 1 A SCALE: 314"=T-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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W110d MASONRY NAIL 15' O/C STAGGERED. SPACING REQUIREMENTS B ADDITIONAL METAL J CONNECTORS NOT - O w REQUIRED WHEN NO 6" CMU WALL ro UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING I � TOP OF SLAB a• 1/2" DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO ' SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIA a GROUTED CELL, 4" FROM ENDS AND ISOLATION 8" CHAMFER (2STORY) ° 16" O.C. VERTICALLY MAX NT JOINT (WHERE • JOINT #4 24" -• APPLICABLE) MATCH STEEL #5 30' s REINFORCEMENT„ 6" PVC CHASE tv PER SCHEDULE 36 6" PVC CHASE THRU FOOTING SEESCHEDULE FOR MD, BAR SIZE THRU FOOTING QUANTITY AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR BARBAR QARSIZE AND QUANTITY PVC CHASE PER SCHEDULE 9 BLOCK WALL CONNECTION THRU OOTING SC ALE (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" 1 N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.a bdeslgngrou p.Qom AA #: 0003326 h p U O ABBOTMN T PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 KODZU 4EHB "2605— HAYDEN" GARAGE SUING: LEFT PAGE: DETAILS 60 PH EXP. TIE VERTL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. �_. g ° TO HORIZONTAL REBAR W/ td' HOOK a GROUTED BOND BEAM N J,° VARIES PER ELEV. — • I �• #5 BARS o — 1d'HOOK ° e LLU31 a d ~� 5 � o CLEAN OUT REQUIRED �-e �� ' • �.,_ a��q FOR INSPECTION a oo 0'-0" FIN. FUR. ° < TIE ERTICAL REBAR d.� 11 TO HORIZONTAL al� ?? FE REBAR W/ 10" HOOK —` T— BAR SIZE 48 BAR DIA. ° - #3 4 #4 2 CMU UNIT DIMENSIONS OFFSET METHOD CONTINUOUS BARSIZE 48 --AR"A ARE NOMINAL SIZES HORIZONTAWERTICAL HORIZONTAWERTICAL METHOD 8. � #4 24" #s 3a' • O MASONRY SYMBOLS * 3 SCALE:3/4"=1'-a' REINFORCING �� REINFORCING ;2. SCALE: 3/4"=1'-0" NEW REINF, BAR SECURED W/ 2- PART EPDXY. MIN. EMBED UNO FOLLOW ALL MANF. I SPECIFICATIONSFOR z USE AND PREPARATION OF HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com L AA S: 0003325 1 ` m pppQ F Summv. Ag LOT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODICU 4EHB "2605— HAYDEN" GARAGE 81IING: LEFT PAGE: DETAILS 60 MPH EXP. 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 WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2) 2X8 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W.R REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BSl MASONRY 3000 8.16 — (1)MS (1)- N/A — GROUTED SOLID 882 MASONRY 3000 8x8 (1)05 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 b y S >IUBDIV. & w ABBOTT PARK LOT 28 BLIP 7 PROJECT# 04181.000-28071 MODEL: 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. 11 1 SCALE: 1/4"=1'-0" 1 s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'x6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT.alp �040N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND LNG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. / It ��1a. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. B * 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 1O' HOOK pfp LONGWOOD, FL 32750 FE 8xl6 DBL. BOND TOP OF PH: 407 774-.078 SN: i s BEAM W/ (1) #5 BAR BOND BEAM FAX: 407 7744078 ' ,N10 EACH COURSE W W AX: 407-774- 078 BOND TOP OF Ec��t>G W/8(1 #5 BAR .y: BOND BEAM AA M: 0003326 pOp F=FILLED W/ GROUT 3a' TYPICAL I '(1'`O U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 p0g FEpEO 16-1 T/1 BIN ERE`NCAS #S BARR�,E NOMINAL�� MASONRY e?� LENGTH OF BAR = WIDTH OF CORNER HEIGHT #OF#TS, TOP OPENING -Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE 1 AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-O" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1Ml0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/DM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM TAPCON OR IIRIVE PIN (MIN /16 AT HIGHER ELEVATION WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 —AF z AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT m � � Q a #5 BAR BENT AS SHOWN 3 1/4 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW z SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4")8" SLOPE FROM EACH END AND 18" vo• qa ro O.C. MAX. MIN 1-1/4" EMBEDMENT IA to 4 2x6 (MIN 2X 3)2-3/16 W OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE. 145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EACH CELL HOOKED IN EMBEDMENT TOP BOND BACIEAMOO TYPICAL MASONRY WINDOW STANDARD 'EA HOOK 7/16' OSB SHEATHING O CMU WALL CORNER BARS SILL CONSTRUCTION 9 AT CORNER STEP SCALE112"=1'-0" ARCHWAY FRAMING DETAILS SCALE: 3/4"=l'-0" 6Eql a SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF a FILLED CELL BOND. BEAM 4 e, 0 0 PROVIDE #5 BAR AT EACH SIDE a SUDDIV. de LAT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODELS 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 6CYVH EXP. WHERE: d. = END DISTANCE , = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE STEEL REINF. OF OF ELEVATION e BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT NO 7 8 SCALE: 3/4"=1'-0' SCALE'. N.T.S. DATE: 06/14/21 SCALE: 1/4"=1'-0" SKEET S2.1A WOOD SECTION FASi19l118PACM 4 =2" MIN, 2 }'MAX s, = 2 t MIN, 9" MAX mw s=1}"MIN, 2}"MAX d ='J' MIN, 2.}" MAX dB =2"MIN, 2 }" MAX W = 2 J' MIN, 9" MAX 6=1}J'MIN, 2}"MAX ed = J' MIN, 2 }" MAX 4 =2" MIN, 2 }'MAX sa = 2 J' MIN, 9" MAX R)W S=1}"MIN, 2}"MAX' ed=}"MIN, 2}"MAX 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 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e/8 OB 18 tt 1r 4 tT 1T/08 1TM8 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 6/6 tr e/16 tr erzo 1T 8624-1T Br28-IT 8r32-1T e�e-1B 16-1n1 1v1 4-1rn 1Tl1B •1T/1 B/e-2T 8/1a2T enazr &24-2r Sna.2T Sre2-2r T-6" PRECAST 1436 952 3114 4217 5321 64P8 7531 T-6" PRECAST 689 1024 T-6" PRECAST 1569 3524 4394 5283 6132 7001 2485 8113 8385 7708 9091 10000 1569 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 0079 toot 6113 7192 6524 7827 8751 1363 3060 3815 4570 5325 8079 C-6" PRECAST 819 `� 1770 2400 3033 36M 4300 4'$' PRECAST 398 591 4' 6" PRECAST 1207 2682 3375 4043 4711 5370 1625 5743 7547 5752 MA 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 2600 3123 36" 4249 5' 4" PRECAST 411 411 5'�" PRECAST 1016 1808 2374 20" 3513 4054 1319 4460 7198 7342 5780 6259 1016 2276 28M 3399 3961 4054 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 9D9 1499 1971 2443 2915 3387 1161 3693 5877 e03e 6648 5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6' 6" PRECAST 410 721 6-0" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 45M 7054 1=0 8825 &M lase 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2598 3191 3685 T-0" PRECAST 303 534 T-0" PRECAST 716 900 1181 1462 1743 2025 on 2498 3408 4064 7067 6472 rn 1624 2025 2426 2827 3228 9 �" PRECAST 428 893 1593 2204 2481 2818 2621 9'-4" PRECAST 192 384 914, PRECAST 464 566 707 948 1310 no 1674 2298 3081 4099 4898 672 1318 1643 1909 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 202e 10'-0" PRECAST 151 301 10' 6" PRECAST 356 468 612 755Beg1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 P777 1989 11'-4" PRECAST 330 544 1312 1742 2252 zees 36so 11'4" PRECAST 132 417 1V-4" PRECAST �D 872 544 1312 1742 2252 2866 3552 488 1042 1372 1643 1710 12 -0' PRECAST 308 507 1210 1596 2048 2566 3191 12 -0" PRECAST 111 370 12'-0" PRECAST 383 306 476 587 783 507 1210 1588 2048 2588 9171 440 940 1300 1580 1314 1478 13�' PRECAST 270 433 1045 1365 1732 2157 2535 13'�' PRECAST 82 298 13' 4' PRECAST 308 303 999 484 575 $45 414 1045 1365 1732 2316 2605 390 780 1057 1312 1071 12D3 14'-0' PRECAST 254 388 976 1272 IBM 1939 2279 14' 0" PRECAST 71 283 14'-0' PRECAST 279 278 380 443 528 am 390 978 1272 low1950 2309 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 en 740 865 ,� 1079 1429 1824 2277 2712 246 663 980 1237 1474 1716 15'-4" PRESTRESSED N.R. NR NR N1 NR tVA" PRESTRESSED N.R. 262 15'-4" PRESTRESSED 224 884 789 412 41 1014 1940 70 1709 2118 2513 230 616 818 we 909 13 1134 1359 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�° PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 326 305 451 587 680 300 856 1121 1413 1739 2047 192 BOB 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 194" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 102 268 348 430 513 695 235 738 950 1200 1467 1718 186 429 on 803 950 1098 21*4!' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 306 381 454 627 180 608 833 1038 11ee 1468 142 373 537 eo0 e16 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 407 166 NO 784 992 1203 1381 137 358 513 659 779 o00 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 W2 380 418 129 4W 654 824 1014 1147 124 319 ass 5B1 687 793 - 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 I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-8078 FAX: 407.774-0078 www.abdesigngrou p.com AA #: 0003325 m�� y o a � � y 9UBDM do LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEL: 4EHB "2605— HAYDEN" GARAGE > VnNG: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2"HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X'x5X') SYP. HTT4 W/5/8" DIA x S' 5/S3.1A PT., WOOD POST EXP. BOLT I--------- FIRE DRAFT STOP L'--------J FLOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. _-9 1 STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �) 3/4" PLYWOOD---' I DRAFT STOP PRE-ENG. FLR. JOISTS II 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST N-L W/ W8-SDS W/ (4) V x V IORS AND (4) Y' x 2 )V 0 BMI 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IC a m � p 04 94 hiL 9 X H w O auimrv. & LiOT ABBOTT PARK LOT# 28 BLK# 7 PROJECT* 04181.000-28071 MODEL: 4EHB "2605-HAYDEN" GARAGE BVfMO: LEFT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH ZXP. Cj AR rsa.. a 06/14 21 DATE• / 8CAL.E: 1/4"=1'-0" 8HEET s3 ENGINEERED WOOD T4FA PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SH"ROOFNJALUFLOORWAS DRAWINGS FOR REVIESHEATHING A{l) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVALSTENER SCHEDULE" # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE HTSM20 W/1010tl 70 (9) 10d x 1" NAILS TO TRUSS "ROOF/WALL/FLOOR It) SIMPSON HETA16 TRUSS AND (4) 1/4" x 2 tl4" B42) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITHNOTE: A PT SYP #22" x 4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 �' NAILS TO TRUSS FASTENER SCHEDULE" (9) tOtl x 1 }" NAILS TO6', 8" x 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5"W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETEO/C TO FACILITATE ONE # 19000PLIFT (2) SIMPSON C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED INADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER(16) 10d x 3 �'NAILS TO GIRDER AND 6 % 8" x 4'-0" MAY BE ADDED(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFTTIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. CONNECTOR BLOCK WALL W/10 10tl TO LONGWOOD, FL 32760 WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO A�1) SIMPSON LGT35DS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL www.abdesigngroup.com SEE AANCHOR REQUIREMENTS. WITH ARCHITECTURAL (4) J" x 5" TITEN HD TO CMU AND (12) BIDSAA #: 0003326 2x SECURED W/ (3)16d J' x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES Q 24" O/C, (2) }" x 5" TITEN HD TO CMU AND (18) SOS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 112E 2x WOOD FASCIA W TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL 2. SECURED W/ C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. NAILS. (2) �" x 67ITEN HD TO CMU AND (18) SDS �" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ 3 6OALE.34„-,'-0 1a 1b 1c GIRDER CONNECTOR(S) SCALE ''_''TYPICAL ROOF �2a�b2 SCALE 3/4"=1'-' GIRDER CONNECTOR(S) 6'-0" MAX (W/1X4) OR l V-T MAX (W2X4) 3/4" T & G SUBFLOOR GLUED AND SCREWED ASPER SCHEDULE 1x4 DIAGONAL BTM. CHORD _ BRACING, SEE t7l�l, PLAN FOR LOCATION R VATI MAY NOT BE "VI__..__._.____.. _-__._.__-_.._____h ,RF(]IIIRFD a o 4 Nk �14. -3 P R ELEVATION L2 PRE-ENG IJOIST TA12 20 GAUGE 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 �Wl > BACKER BI.00N BAC TNIaolEae BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA TRUSSES WHERE TRUSS (DI X-BRACING IS PRESENT AT COVER 5 TRUSSES) i 4'-0" O.C. (AT SHEATHING W i 4500 314" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 WOOD PANELS 90 2x UU 2x LUMBER �5l8"GYPS UM BOARD OR I/2"HIGH--_--_-_----_--- __ _ _--- __-_--- 0'-0"TO 30'-0"(1)"X"BRACE �`�•V' STRENGTH CLG. BOARD 30'-l" TO 60'-0 (3) "X" BRACE SECURE SECURE IJOIST TO TOP PLATE ATE LVUIJOIST WITH (111 ) "X" BRACE G CENTER TO ELK W2/ 12" DIA. OX w/ (2)12d TOENAILS BACKER BLOCK11 FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/ HIGH FROM CENTER TO END. WASHER SET IN HIGH 1AX BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 6' DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2z WOOD FASCIA, 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 37' OC COMMON NAILS AT EACH CHORD MAX_ 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12tl's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ gBryFg PROVIDE DBL. TOP PLATE HTT4 W/ 5/8" A.B. WITH 6 SCALE: 3/4"=1'-0" (2)10d's C EACH TRUSS PROVIDE BLOCKING MIN. 7"EMBEDMENT TO BE INSTALLED 4500 314" WOOD PANELS fj / TO SLAB & (18) 16d x 10'•0" O.C. MAX. 8000 (2)1/2'WOOD PANELS 1Y2"GYP. WL.BD. 2OSLAB&(18)POST., PERPENDICULAR TOI-JOIST 60 90 2x) 1 M FOOD PANELS POST TO SIT DIRECTLY •; /- SEE SHEET Si. to FOR ON SLAB —\ (2) 2X12 / NAIL SIZE AND PATTERN ......,, ..�.. SYP P.T. •. rt� oort v o, m. 24"MAx. W/ 24"MAX. W/ -S ACIN .o`.ncuu A� tort IJOIST IJOIST FRONT BOND BEAM REQ. SEE FRAMING PLAN TYP TYP LEDGER .lp4. END E e b s o LEDGER � 4 • ! . a # ,a.. " �. #e 4 LL C BOARD v 5 (2) ZX12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR y.. -JOIST CONNECTION L.B.W. LVLMOOD POST CONNECTIONS BE USED PERPENDICULAR W/Z WASHER &5112' LEDGER LOCK WALL W/ GABLE END 4 SCALE: Wll'=T4' 5 SCALE: 3/4"=1'-0 WITH I -JOIST MIN. EMBED. (TYP) (D__§P_RE-ENG'D SCALE. 3/4"=l'-0" (NO UPLIFT) TRUSS PARALLEL TO I -JOIST (2) 2X8 TR 24' MAX. W/ 24' MAX. W/ 8" MAX. END SYP. P.T. H HIN IJOIST IJOIST SPACING FRONT SEE FRAMING PLAN TYP TYP LEDGER END OF b i w LEDGER w NOTCH DEPTHHOLE ° e BOARD w THE USE OF ALTERNATE MATERIALS MAY BE ID h. HOLE EDGE >5l8" ttL-;,� ra � 2X8 SYP P.T. 1/4"X6' TAPCON LEDGER BOARD TO W/ 3"MIN. EMBED REAR SUBDIV & LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEL.• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I —JOIST) HOLE DIAMETER 60 MPH HOLED DIAMETSGL ER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TO I -JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C, EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES EMBED ((10IMPS N IS/FL#1 247 EDGE-BOLT/J-BOLT, 5" MIN. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. A THE ONE ROOF TRUSSES ARE SUBJECT TOLATERAL LOADS DUE TO WIND SPECIFIED, SRENTLY. IT SHOULD BE NOTED FLOOR AND REQUIRE )DddGALV.COMMON NAILS HEADER IRE C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4"" WEDGE430LT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO V A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 / FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE INN. END dBTANCE CFMRAL SPACING BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-80LT/J-BOLT, 6' SUBJECT TO Ft AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) i6d GALV. COMMON NAILS TO HEADER AND (10) i6d GALV. NAILS TO JOIST FL#25749 q DOUBLE SYP 2z8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W1(e) 3/4"" WEDGEAOLT/J-BOLT, 5" MIN. AR FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DAB 06/14/21 W/ 5-1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=1'-0" AND BORING LIMITS ATTACHMENT DETAIL �„�WOOD LEDGER DETAIL (I -JOIST) ���ALTERNATE MATERIALS SHEET /� 0 SCALE: 1 1/Z'=1'-0' 9 SCALE: 3/4"=1'-0" L SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS H6 W/ (8) Bd EACH END M COMMON C COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 I0 HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE:34"=1'-0 #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/153.1A IT'CMU WALL X 5' TAPCONS REINF. PER PLAN �' PER ELEVATION ° o� -JOIST (SEE' z a� 3 FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING +`r 2T MAX 1. NAILER W/ MASONRY NAILS j' 12" O.C. iX2 FIRE -STOP SECTION DETAIL AT i-JOIST PARALLEL Q TO EXTERIOR WALL `� SCALE 3/4"=1'-5' #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL 314" AS SHOWN REINF. PER PLAN PER ELEVATION o e —c I -JOIST (SEE z z _j� FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ MASONRY NAILS DBL 2X12 SYP p2 LEDGER. SEE @ 17' O.C. BOLTA SCHEDULE, 10/S3.1 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG -0 AT FIRST TWO BAYS 4*-U'O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE{NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 5' MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 20 PT. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 5' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT, LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o� SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. • ° AND TOP PLATE ANCHORS W/ tOd x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONS. SECURED@EACH t10's'-0" FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS JU TOMAX. TRUSS TO BE INSTALLLEDED @ 1O.C. 10dx3" EPDXY 5-12" EMBED. MIN. @ 16' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG r:_� GABLE TRUSS @ CMU WALL ,, TRUSS TO POST CONNECTION d " A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • S 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGTIHDU4 U <4565 LBS VGT TO TRUSS W1(16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 2 1/2" BIDS TO POST TRUSS CONNECTION L.B.W. 9a gb Posy TO SLAB CONNECTION SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 5' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA x 5' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/B" A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26)16d x 2-1/7' NAILS TO POST. 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a 0 d 1 V) 0 j VTCR SPACING (1) AT EACH END III VECR AND 6'-0" O.C. MAX. � 'Ijljlll I�I�I�I�1 o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE. N.T.S. J -1 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M; 0003325 4 N o aUBDIV. ec LJOT ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 moDEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP 2'-8" 14'-0" 17'4' 4 1 2.1 2.1 J J W - UU 00 w, J J v LL 9'4 3/4" TOP OF DECK OPEN 0 8%0" 10'-0" J-7 § v i 2'-0" 7'-0" 7'4" 5'4" 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 C 0 A O Z EU13DIV. ac IAT ABBOTT PARK LOT# 28 BL7 PROJECT* 04181.000-28071 MODEL• 4EHB "2605- HAYDEN" GARAGE SUING: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a � SL79DIV. a COT: ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODEU 4EHB "2605-HAYDEN" GARAGE SVMG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 XPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCIR PTION REMARK O (2) 2X8 BEAM SCHEDULE RaZoo INDICATES OPENING BELOW / T.O.B. = TOP OF BEAK/ B.O.L. = BOTTOM OF LINTEL / TO = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (L).n N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)t#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ... -n �t , L---------- — ---- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 a y 0 F ABBOTT PARK LOT 28 BLIP 7 PROJECT# 04181.000-28071 MODEL• 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 6 PH EXP. AA NO DATE: 06/14/21 SCALE: 1/4"=1'-0" 8HEET s5 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 HiOA 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 J2"x5 )C2") SYP. HTT4 ""' DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT A CJ1 I II I CJ1 CJ n n n n n It It s u It n n Itn n n = CJ3 c II II II II It u 1 n it m V u � = y�A n n It It n It n n it n R n ,Z�Q : CJS 1C ASG I A7� adz z z z �z zz�z zzaz�z z - z z!� g 6 O U rs, IAA '1 I I O 4 O N V_ Iq I I I as�e= sEAITz-z - PRE-FABRICATEDROOF s�z ¢ °� A2�TRUSSES @ 24 O.C. a YP) __ O 1' A =zea zz_a� �_ RIDGE _�a�z$=�e�:�=sue O 1' ItzeE= _'I —_=a= ATTIC 1 m b CCU _ __= p 0 zez A5 se= z�z-- zez�z�z - -zezaz == JZ U I I I I aco AS w a $ 1C\ A9G O iC y, 1 n II II 4=�=l=�=z�= _ N B2G ( g II II II II N II CJ3 4 1A A II p p .1 n n n �u spry CJ5 = �\e u n It II n y'A CJ A WII III III WII wu WII II CJ1 r4 CJ3 n ( N H q CJ3A = 11 11 pryn II Nn n00 CJ1 �S I II II II 11 EJ7 II fl 11 n y✓, CJ, to �„ � � i y✓� I ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 ayl� s 0 h A 14 �9 SVHDIV. de LOT: ABBOTT PARK LOT# 28 BLK# 7 PROJECTp 04181.000— 28071 MODEL: 4EHB "2605—HAYDEN" GARAGE 8111IING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPfkEXP. D 06/14/21 SCALE: 1/4"=1'- 0" SHEET s6 I OABLE ENO' P— 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 = 7&60 PSF (86.60) ZONE 2n = 76.80 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.6O PSF (B6.60) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 212" 0131 F166 SCREW SHANK 170 000 RING ( RINGS 1ER RSRS-03 8d I RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK I PER INCH ) RSRS-01 Bd RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 KAF I EH UK I KUSS ROOF SHEATHING EXTERIOR SHEATHING i = USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & o 0 �+ BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT 01 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 ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAILS Q 4" O C. TOPB BOTTOM EDGES `3 �O TYP. EXT. SHEATHING ATTACHMENT �o 8b 000 NOTE GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 16'0 .C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING H 16- O.C. FIRST 4 SAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#e Z' DECK SCREWS ® 6--8" O.C. MAX EDGES & 12- O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%gIRENTRNNED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64a1 CONTINUOUS POLYET POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUNOWIHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS TAPPED SINCHEAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN''/.- OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION L A O DS STRESS-GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A61 G ICONCRETE L 5M RASE R N MOIL,DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. D DESIGN, FABRICATE, AND ERECT WOOD TRUSSES "DESIGN NATIONAL ACCORDANCE WITH TN:, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR T FABRICATION. E O HORIZONTAL A STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" D ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELDLAP ARE SUBJECT T S E S ECT O ENGINEER'S ATIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD n ,oncurrent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS. #4 BAR - " #6 BAR - WOOD TRUSSES. 10 psf BTM CHORD-non-concurront 3047' #5 BAR - ' #7 BAR - 42' 30 PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990, 15 p4f TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psfW No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND' DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40PSf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM 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 HALL 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 C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM ATI WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR '& 'MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNI CAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AWA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = ksl. STRUCTURAL PIPE HAL BE AST A53/A 3M RA - , y 46 S L M 5 ,G DE B, TYPE 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINSTAND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: MW FOR A6 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31P FOR SLABS, WALLS AND JOISTS 1.1/P FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATON SIZE TYPE SPACING REMARKS APPLIOATION SIZE TYPE SPACING REMARKS 14PTFURPoNGTO RYIOgNC. -—COL NNL11I7LONG. 9'OC GPRAOE DOOR BUCK TO MASONftYT/XK. PSHER TAPCON MA�NRV STEIER 801C ttIY EMBED.. a'END pST., 111 EDGEpST. SGOpAL. E%T. DOORS CASE HARDENEDCOIL 9"OTC WI NTOWIGOORIfA9TENED GPAAGE GOOK BLGK 3.8'aDIA. OR IB"CiC(31 A, <"EMBED., IST.. x T, SEE NDTEB NNL 11I7 LONG. STAGGERED INTO MASONRY/CONC. TO MAeONMIWNC NiWAN ER EXPANSIGN BOLT 21"OTC 11l7 qA) ENST 3"EDGE AST. v4NooweucK cA9EHAROENeDGgL 9•Go ETALSTRAPTo CONTACT THIS ENGINEER FOR SPACING EE ND E 9 11 1l7 LONG STAGGERED ­ REQUIREMENTS EAT .—N. GOOK BUCK lx PT, SEE NOTE B pate WASHER 1S QC II.—. ED BEND. OIST., I "I EDGE DST. NON -BEARING WOOD WALL TO CGNC. SLAB tl7° E%PMl90N ]4 pC 4"EM9ED. 4'ENG WI WASHER BOLT 4" EGGS AST. 3 PT yANDOWBUCK B.1 B8°PPFx]19' BMOC 4°ENO. dsT..111Y' PT TO STEEL CIX., SEE WI WASHFA STAGGERED EDGE AST. NOTES NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 i rn fit $ ABBOTT T PARK LOT# 28 BL 7 PROJECT* 04181.000-28071 MODEL: 4EHB "2605— HAYDEN" GARAGE BWMG: LEFT PAGE: DETAILS 60 MPH E 1 A W121 '. 06/14/21 SCALE: 1/4"=V-0" SHEET S N1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA WOOD BOARD BY OTHERS FIT(Z) ® J FASCIA J-CHANNEL® J" MAX. DETAIL A r2 FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nc-rA n n J-l. M/11V IV C L FASCIA OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT } WOOD BATTEN 10 -STAPLESINSTALLED 7Q 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. 70 STAPLESINSTALLED-, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT-rl 30 J-CHANNEL-/ nc-rn n c J-U rl/-kN IV C L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--- A+ SPAN'L=ter, 101 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- 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" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7) WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) `EAVE WIDTH --EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 375 ��.4=2�5_ 3.625 .3. 5 08 0 12 —q I v� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J N o w �j s ABBOTT PARK LOT# 28 BLK# 7 PROJECT# 04181.000-28071 MODET- 4EHB "2605-HAYDEN" GARAGE SVfMG: LEFT PAGE: SOFFIT DETAILS 60 MPH EXP. 11 SD S� � ��" �� � � ��' � s�r��'� W