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HomeMy WebLinkAbout7819 Sail Clover Ln�9 2605-4EHB—HAYDEN99 a nl� t HOMES ...< t 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -TIARmA MCI cm. g�>� B ABV. ABOVE LAV. LAVATORY DATE DX9CPUT1Gx DR HORTON HOMES 12602 TELECOM DRIVE 7M IMMN (M) -ALL IACAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB M. INTERIOR FINISH - CLASS B A/C ALT. AMP. BD. CL CAB. CLG. AIR CONDITIONING LUM. ALTERNATE MFR. AMPERAGE MRJ. BOARD M1. CENTERLINE MTD. CABINET MTL CEILING N.T.SA LUMINOUS MMANU MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE �4�,', 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION mUBAe CID BET LISTED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG AI -FIRST FLOOR PLAN 02/WW ADDED ELEV. 'J' t Y' UITI4 BIDING PER MARK PAUES m2ROAe BID BET RE-ISBLED m4/11A6 FOOTING REVISIONS PER M. BOUES TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 BASIC HIND SPEED -Vint=180 MPH Vbsd=124 MPH -�OSURE - C :1-STORY RESIDENCE - _2-STORY RESIDENCE - Mom, HEIGHT AS PER LCA, CLR. CONC. CPT. C.T. D. DBL. . CLEAR O.0 CONCRETE PL CARPET P.B. CERAMICTILE PSI. DRYER PLT. DOUBLE PLYWD. ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PG AlA-FLOOR PLAN SECTIONS/DETAILS' PG A2-SECOND FLOOR PLAN PG ASK -FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" mm m I -JOISTS INCORPORATED INTO PIASTER PLAN 0646A6 CO14167111UCTION DOCUMENTS RE-ISBLED 0b/,1A8 ADDED VALLEY FRAMING DETAIL, U'DATED BOLLARD DETAIL 01MA9 DETAIL- 'ADDING BAR TO BOND EIEAM' ADDED t0 SI]A AND SPATE CODES D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DISP. D. DR, D S. DTL. DIMENSION R. DISPOSAL BAD. DEEP RA.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG 112-SECOND FLOOR MECHANICAL PLAN 0246M= PLAN MAINTENANCE STATE OF FLORIDA SQ.FT. CALL. S m3/19Rj REVIBEP LINTEL SIZE AT FRONT ENTRY DOOR 006/1% VDATED LEDGER ISOLT SIZE N SPACING STRALIVING 1104 BGLFT. 2ND FLR LIVING 1501 Sa FT. TOTAL LIVING 2608 8Q. FT. GARAGE 431 $a FT. PORCH ELEYS K' III SCi. PT. S K' 3so BQ. FT. TOTAL PATIO 8Rb PAno e0 8Q FT. m6A%ft REVM1-JOIST LAYOUT PROFESSIONAL ARCHITECT: 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 D.W DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH S D. SMOKE DETECTOR ELEV ELEVATION SA. SINGLE HUNG EQ EQUAL SIFT . SHEET EXH. EXHAUST SIiTHQ SHEATHING EXT EXTERIOR SHWR SHOWER F O.iFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.GL SLIDINGGLASSPG PER. FLOOR STD, STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTC. FOOTING TEMP. TEMPERED GLASS GA GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE rNITER PER T.O.S. Top OFSLAB L. LASS OT.O. TYPICAL PG Dl-DETAILS PG D2-DRTAI S PG D3-DETAIIS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS 061%ft ADDED LED LOIN TO KIT%NEN 1 BAT4110 S PER MARK DOIEB 0,R3A ADDED STONE OPTION TO ELEVATIOW 'W, 'W, 'J' 1 W OWM LEDGER BOLT SPACING REVISED Imaen9 ADDED OPT. e'-m' CEILING NEK+NTS 01/mU20 REPLACE USP CONNECTORS WITH 8I1P80P1 CONNECTORS mS/m9IIm REVISED DETAIL ON BNEET DT GPI. e'-m' G.G, NGL atnmam REVISED STAIR SECTION DETAIL FOR OPT. W-m' CLG. NGT. OMM 20M7 MC UPDATE , ADDp np�A1L8 STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H.C. HDR. GYPSUM BOARD U N.O. HOSE BIB HOLLOW CORE V.P. HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/05121 ADD FLAT FIADER f T-W AFA (e'-m' CW ONLY) PG Sl-FOUNDATION PLAN PG SIAA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER 1IF HOT. FIT INSET, HEIGHT W/ INSULATION WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUIIDER ASSUMES ALL LLABIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. wM WINDOW WROUGHTIIRON PG S1.2A-DETAIL PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS 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-FIIRS'T FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.2-SECOND FLOOR DOWEL PLAN CLARIFICATION. PG S5-SECOND LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A THINLY MANNER. AB DESIGN GROUP TAKES NO PG S5.IA-SAFE LOAD TABLES PG SS -ROOF FRAMING PLAN PG SNI-DETAIL RESPONSIBILITY FOR INTERPRETATIONS OF PG SDI -SOFFIT DETAIL CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. li N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o IL ST JHDIV de I.0T: ABBOTT PARK LOT #25 BLK 7 p toz CT# 04181.000-25071 I�gopmu 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 60 MPH EXP. GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 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 3/8 INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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. OnWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TRAM 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. E L L 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLW 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. EXIBiIOR WALL CCVoOlOS 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 EKTEW P� 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & 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 -19a AND R703.7. 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. EXiER10RCELM 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) . CONMUCTI N 06IERVA110N CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE MA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ERIEINDR80Ri1S 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) d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 W R F A13BOTT T PARK LOT #25 BLK 7 PROJECT 04181.000-25071 acoaEs. 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 60 MPH Eft. ro ElIF N 5'-4' '-4 IV-4' 20'-4' FIRST FLOOR PLAN ,1/4'"I-0 NOTE. -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID 1i 1 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. J\J -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LEM THAN 1 3/8' (3S MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 31W (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN {4'(12.1mm) GYP& "I BOARD APPLIED TO THE GARAGE SIDE. GARAGES SOMAT14 HADITABLE ROOMS 6HALL BE SEPARATED FROM ALL NAIBITA15LE ROOMS BY NOT LESS THAN'1r'(1S.9mm) TYPE X GYPSUM DOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 NCH GYPSUM DOARDS. FSCR 2020 (1TH Epa 302.1 IN alp PA1� 0 0 Im'-0' II'-8' 15'-4' r--------- of ROOF ' I I 9m$2-6Fi l2) 3mS2-8H I 21'-4' 12'-4' I ROOM I a I1VIlQ(i m 6B®ROu0M��2 a B'-o' CLG. � ROOM I B'-O' Cifs 3'-8' rs+ I — FLAT HpR • I 1'-b' AFF. I q I I ( (2) 2068 � I IR-18F1 Q yyyZ� • I I I � P08T � I I D � N lO A • � vIC � m 11� B�o1Eq�G. �" i0 � I 6'�0�� `�� m I 0 2eb c0 I � a 3'-B' 3' H9. a � D STAIR DATA 2868 8C '^ � l5 RISER • 152• 2m MIN. 3-SH ry REF — 14 TREADS • Im' = BOLLARD --- A8 REQ. - PER DLDG. FLAT HDR • CODE A 1'-b' AFF. III �� 'D PI�I D �Illo ° POYI�i _ a'-e' cLG. III "' e''e' G.G. 9 of FLAT HDR •�.NI 1'-b' AFF. III 0 m I f2)3052- I 0 • l'-4' JBLVD. ro s��el�a� a �°lo a�sra apsnas saws 2>a� lOM41ffiDMO IEMANIB uoTrl� FOOTME MIN. WINDOW 10 S 91/-90 CRITERIA EXTERIOR SWING, b 9 96/-41 DR MIN. CRITERIA SAD. MN. 4I S 94/-43 CRITERIA Nbm10 01�ID. 112 5 31ID/-34b 12'xQ' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = iS0 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. —]I, EXP.=C, YEAH ROOF HT. 29'-0" PRESSURES HAVE SEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R901.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCE MANUFACTURER. OOMIIgL DAiB 0Y0Y11 SQ.FT. CALC. S ISt FLR LIVING 1104 8c1 FT. 2ND FLR LIVING D01 6Q. FT. TOTAL LIVING 2605 $C2 FT. GARAGE 431 SGL FT. PORCH ELEy'8 K' III 8Q. FT. TOTAL ELEV'S K' 9D3 SGZ. FT. Bxlm PATIO 8m SQ. FT. ; 6 w MASONRY/FRAME WALL LEGEND 6'-m®WALL UNA ON PLANS DRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS T7'-4' D105. INTER® BRG. WALL UNA. ON PLANS 4— LOAD BRG. WALL uNa. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE so 1441 N. RONALD REAGA LONGWOOD, FL 32750PH:407-774607FAX: 407-774407www.abdeaigng up. AA #: 000332b 1 E 4 F e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP IN alp PA1� 0 0 Im'-0' II'-8' 15'-4' r--------- of ROOF ' I I 9m$2-6Fi l2) 3mS2-8H I 21'-4' 12'-4' I ROOM I a I1VIlQ(i m 6B®ROu0M��2 a B'-o' CLG. � ROOM I B'-O' Cifs 3'-8' rs+ I — FLAT HpR • I 1'-b' AFF. I q I I ( (2) 2068 � I IR-18F1 Q yyyZ� • I I I � P08T � I I D � N lO A • � vIC � m 11� B�o1Eq�G. �" i0 � I 6'�0�� `�� m I 0 2eb c0 I � a 3'-B' 3' H9. a � D STAIR DATA 2868 8C '^ � l5 RISER • 152• 2m MIN. 3-SH ry REF — 14 TREADS • Im' = BOLLARD --- A8 REQ. - PER DLDG. FLAT HDR • CODE A 1'-b' AFF. III �� 'D PI�I D �Illo ° POYI�i _ a'-e' cLG. III "' e''e' G.G. 9 of FLAT HDR •�.NI 1'-b' AFF. III 0 m I f2)3052- I 0 • l'-4' JBLVD. ro s��el�a� a �°lo a�sra apsnas saws 2>a� lOM41ffiDMO IEMANIB uoTrl� FOOTME MIN. WINDOW 10 S 91/-90 CRITERIA EXTERIOR SWING, b 9 96/-41 DR MIN. CRITERIA SAD. MN. 4I S 94/-43 CRITERIA Nbm10 01�ID. 112 5 31ID/-34b 12'xQ' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = iS0 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. —]I, EXP.=C, YEAH ROOF HT. 29'-0" PRESSURES HAVE SEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R901.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCE MANUFACTURER. OOMIIgL DAiB 0Y0Y11 SQ.FT. CALC. S ISt FLR LIVING 1104 8c1 FT. 2ND FLR LIVING D01 6Q. FT. TOTAL LIVING 2605 $C2 FT. GARAGE 431 SGL FT. PORCH ELEy'8 K' III 8Q. FT. TOTAL ELEV'S K' 9D3 SGZ. FT. Bxlm PATIO 8m SQ. FT. ; 6 w MASONRY/FRAME WALL LEGEND 6'-m®WALL UNA ON PLANS DRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS T7'-4' D105. INTER® BRG. WALL UNA. ON PLANS 4— LOAD BRG. WALL uNa. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE so 1441 N. RONALD REAGA LONGWOOD, FL 32750PH:407-774607FAX: 407-774407www.abdeaigng up. AA #: 000332b 1 E 4 F e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP s��el�a� a �°lo a�sra apsnas saws 2>a� lOM41ffiDMO IEMANIB uoTrl� FOOTME MIN. WINDOW 10 S 91/-90 CRITERIA EXTERIOR SWING, b 9 96/-41 DR MIN. CRITERIA SAD. MN. 4I S 94/-43 CRITERIA Nbm10 01�ID. 112 5 31ID/-34b 12'xQ' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = iS0 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. —]I, EXP.=C, YEAH ROOF HT. 29'-0" PRESSURES HAVE SEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R901.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCE MANUFACTURER. OOMIIgL DAiB 0Y0Y11 SQ.FT. CALC. S ISt FLR LIVING 1104 8c1 FT. 2ND FLR LIVING D01 6Q. FT. TOTAL LIVING 2605 $C2 FT. GARAGE 431 SGL FT. PORCH ELEy'8 K' III 8Q. FT. TOTAL ELEV'S K' 9D3 SGZ. FT. Bxlm PATIO 8m SQ. FT. ; 6 w MASONRY/FRAME WALL LEGEND 6'-m®WALL UNA ON PLANS DRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS T7'-4' D105. INTER® BRG. WALL UNA. ON PLANS 4— LOAD BRG. WALL uNa. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE so 1441 N. RONALD REAGA LONGWOOD, FL 32750PH:407-774607FAX: 407-774407www.abdeaigng up. AA #: 000332b 1 E 4 F e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP SQ.FT. CALC. S ISt FLR LIVING 1104 8c1 FT. 2ND FLR LIVING D01 6Q. FT. TOTAL LIVING 2605 $C2 FT. GARAGE 431 SGL FT. PORCH ELEy'8 K' III 8Q. FT. TOTAL ELEV'S K' 9D3 SGZ. FT. Bxlm PATIO 8m SQ. FT. ; 6 w MASONRY/FRAME WALL LEGEND 6'-m®WALL UNA ON PLANS DRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS T7'-4' D105. INTER® BRG. WALL UNA. ON PLANS 4— LOAD BRG. WALL uNa. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE so 1441 N. RONALD REAGA LONGWOOD, FL 32750PH:407-774607FAX: 407-774407www.abdeaigng up. AA #: 000332b 1 E 4 F e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP MASONRY/FRAME WALL LEGEND 6'-m®WALL UNA ON PLANS DRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS T7'-4' D105. INTER® BRG. WALL UNA. ON PLANS 4— LOAD BRG. WALL uNa. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO DE b'-8' UNLESS NOTED OTHERWISE so 1441 N. RONALD REAGA LONGWOOD, FL 32750PH:407-774607FAX: 407-774407www.abdeaigng up. AA #: 000332b 1 E 4 F e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP e ABBOTr' PARK LOT #25 BLK 7 P120JffiCT* 04181.000-25071 HODffiLs 4EHB " 2605— HAYDEN" OAFACiffi 9WING3: RIGHT PAOffi: FIRST FLOOR PLAN 60 MP AHU / 42' H Id pp WALL aV a w cAP i� Lw m� �0 C 1m DCL. TOP PLATE 9 n A BAR DETAIL TALI=: �'.I'_m• 42' HIGH HALF IIIALL & CAP (2) LAYEM OF 3/4' PLYWOOD OR (2) LAYERS CF D/4' &ft FLOOR MAT6tlAL RIPE FOR SOLD NAILING F1 j T/GREu1 *i Ca %y,4•Mq !18 FLOOR 1 � U N . oan,- FRAMING amw) b%M STAIRS ROM TO CONFORM TO FEGRS/4'KICK PA�3/y,.MAX, MM. �ITICN TREAD. .MAX. RISER.T E/4' rMax VOSING 10,OR • IS2' V,ygATM IN itl/ERS/IRCAPS ADJACENT TO EACHk MIN. /' TREADS • OTMER G/S' MAX VARIATION IN ANY / I' NOSNG RIpERAREAID HANDRAIL CIRG1.AR Gl068 DIA TOT IV4' .-V4' R. IVIDSE oR PROVIDE 101I1VALENTORASPAlALITY WNDWA- MN WWDENARROW i*v END MSL II' uAm • R' PROM NARROW END 34'MN MANDRAII- H27. 3-2x12 3ERREN'OR2X4 SPP "4LWSTAIRG ���.F 494= 100 ACCEOGINA APACE WDER PL-400ILAF£ • SMALL HAVE WALLSLN:MR EA HORIMIN STAIRSUI�ACE A!D ANY GO/FIT6 PROTECTED CN TFE ENCLOSED SIDE 2 X 4 RECIWG•EA2 WTH In'GYPeLIM WA & WCR -.4". NamGL•CUC '-N OL. CHED aV rod ' NAW6 • 2X4 P.T. INTO GLAD WITHIN S' END. 32' OL. MAX STAIR SECTION B GALE: /2'•I'-m' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 0 36' AS PER FBCR R311.1.82 V 2X4 RE-INFORCING 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 Ij's 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 SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.0.1 / F.B.C. 2020 HANDRAIL SECTION D !HLD v2.1'D HDR. DTL. NOTE: HEADER RN OW TO BE PER COMMUNITY STANDARDS 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003325 a o a ABB(Ar PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 MODEIs 4EHB "2605- HAYDEN" OARAOE o wnTO: RIGHT PAOR: FLOOR PLAN SECTIONS / DETAILS 60 H E JON B21 It �Q23 Dw 06/14/21 8CALE: 1/4"=1'-C eHffiET A1A SHMGLE PYFION 16'X48' DECORATIVE SHUTTER OR EGUIVAL.ENT FYPON BKTIDCIl OR EQUIVALENT IT-4' 2ND FLR. ERG. HCsT._ 4' RAISED I I BAND I I I I � I � I 6' RAISEp I I BAND (TYP-) I S'-4 3/4' 2ND FIN FLR - V-0' BRG. HGT 6 ENTRY I I I TIM i I 4• RAISED BAND (TYPJ i 8' RAISED BAND (TYPJ 0'-0' IN. FLR,_ IT-4- 2ND FLR' ERG. HGt. I I I I I i S'-4' 3/4' 2ND FLR _ FIN. FLR/BRG. HGT. _ y 8'-0' CLG. HGT I I TYP. I I ( I i i I 0'-0' FIN. FLRA, - — - — - — - — - — - — - — - — - —. .►25'-4' BLDG. NGT. y —SHAKE SIDNIS AS SPECIFIED (Tyr.) . 6• TRIM BOARD BAND (TYID.) -- 1 —� n11 IIII DECORATIVE „ �� IIII IIII 1111 SHUTTER OR III' ••IIII INS „IIISAND III"1111 IIII FRONT ELEVATION-K ZEI 1/4 . I -0' TExTURED SH LEFT ELEVATION-K SCALE, , 1/ . i -m' TEXTURED F ISH _ Il'-44 2ND FLR ERG. HGt. My 9'-4' 3/4' 2ND FLR FIN. FLR./BRG. HGT. AREA OF ATTIC I5A5 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA lSaS /300 = 5.28 VENTILATION AREA% SO, INCHES PER FT,(144) = 760.8 SO, IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 38e4 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTALMOFVENTS REQUIRED = 3.30783 TOTALN OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCLUDED N' THICK 2 COAT CEMENT PLASTER APPLED DIIIECTL7 TO MASONRY 4'A4• GALV. •L'-TY PE KASHIM SET IN ROOPENG COI04T WAR019"YMENT AS PER PDCIR 2X6 6YP PT LEDGER W( SOS.LL ROOF SFE 7-4Em TN�QES6 112w, THREADED ROD e: AS PER SWEET SNL SECNRED P£R OL. 4 WITHIN 6' OP EAC44 FASTENER 6WCAM RE END MAX SET IN SO N- 8E1P6ON LSU-J6�� HIGH 6TI®Y.TH E)SEO)(1' 2N2 PIN. PLR (PER ELEVJ A 6• MINBFIBED. 2x6 6YP R FTEM OR PRE -IMP Tlmw— ROCP SLOPE PER -- • 1 ELEVATION 2X6 GYP PT LEDGER U MIN. 1/I6. Of 6HHATHEIG GN66ET TO ME ancLAI D TO YJSIS' THREADED ROD All, O.C. 4 URTWIRI 6' OF 2X6 MEMOERB W/ Sd NAILS EACH END MAX SET IN 6' OL. • PCRA`$TER I' -4' GRIPSON HIGH 6TIF0421 SIMP6M LUb-26 WV (4) Wd'. 2,_0, mo-o (Y 6' MIN EMDCC TO LEDGER MD (2) IOd'. TO 2r6 JOIST IC44ANNEL FOR 6ORIT OVERHANG DETAIL A SCALEI IR . I'-0' @19SEE111ED WOOD TRI6SE6 • 24. O.C. SIXIMrT SHOP DRALOW SEALED BY PROFESSIONAL END -MI R POR REVEW AND COMMENTS PLYWOOD SWEAtNNG ece 2ND PLR ISIM HGT. A NP AHCHOM WRAP PASCIA U2TW4 DIREAK h L 6 �;pDRAM A / / 67 JC WOOD FASCIA GEE — BTItlICTURAL PAbTQlR6 �0'-0' FIN. FLR VENTED SOFFIT PER ATTIC CALC'S �— VJ' TWCK 2 COAT CEMENT PLASTER APPLED DIRECRT TO MASONRY RAISED TRIM PER ELEVATIONS, 2ND RR WEYJOW PER PLAN RAKE SOFFIT DETAIL B SCALE. IR . I'-®• (PER 01"i T ROOPN3 AND PLASHING IIY DItlP---- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 U I a E� MO Tr PARK LOT #25 BLK #7 PROJZCT* 04181.000-25071 MODIC7.9 4EHB "2605—HAYDEN", GARAGE OWING RIGHT 3PAGrT FRONT J"IKC REAR ELEVATION60 MPH E 11 r-z-9`344:Imr<m3=110 A3K r ELECTRICAL LEGEND SYMBOL OEFNITION NOTES 25V OIn M 20 AMP Wk" Paa 1wV OUTLET IIOV OUTLET H Q Ouniff HIND M MRCH ON ImV OUTLET sairD aM2FND FAIL NIERPIER (,A,~ I MMTANT rfM @ 220V OUNN.ET (4) MM CON IC(bN -ice-• GFI OR. MATOPROOF OUni" amm FAULT NIBOYMOR el DUTCH I -MY OPER W4 MTCH 4-I1147 OMM MALL MOINTED MIT CELL LOW Q LED CLO LKiM LED VAPOR ©v° Ism LMM O VP VAPOR PROOF LMFR OR oum CAN eVMNt. FAN I CMi FOt sG. FT. uAlo FAN WLMNt I M MR sC rt. Q V MXilam (0F1C717MD MY 2-MLM YRM ® rReeeSMD) AROND rNwnE 17RJ ARplD MJI0I4111cow KLUOIMCM --n-7 A CC 4' TRACK LOW � PAWL T'OiNMe S.D. 07010E DETECTOIR YEJI I wi•1 DiTEGiOI! AATL®WM` ® 6/GO ova 011CctoR COKE QMM N NULL ON A DMTANL7! OF NOT LEES TAN 4' PMIDANT LM M Lr\ NATURAL 6" OUT► TO. -N" JACK WH MATR NEAT M der.owsw fry rE a� AR ootD p N ONIGT Me AMU ON FE TO.EV 0MN JACK CaLwo MDM TO M SUPFORTD N O J-MOD( AGCOMAHM W MOD( MAIN® AS SUCH FOR CELaM FAMILMNrr TO M SM•PORgD N ACCORDAME W EOM MAIN® AS NCH FOR �pppJ 24' NGNONB :IIW LMNT STIP nnnnnn s.• N(YNDMQNT LMNT STRIP Onnnnnnn M• INCANPINOMINT LMNT !TRIP MOOD LMHT orr. eEl:uNr( • PM. PUIN-IEITmN FOR OHMS on PORT • LOCATDN OF TV JAOKS N PHONO ovn m 4 PANS TO IaE v4!«!D . HpEOM®R PRE-CGM (FUNCTION rENTN9. • ALL M N 20 AMP MRANCN COMMITS TO MI AMC FAULT FER MJICTIRIGAL PROVMIOKM OF Pam TTN mIT01 rfmfm] A Nse flan fmt mrrICN. • 20 AMP D�ICA7ED LAUNDRY CIRCLrr. • GR . OLAlD (NOT O4 KITCN®N CIROUM • D1&lLL4NiR 0160MM= TO M LOOKOUT N PA49L • BATHROOM DGUUMT FAN TO HAVE MK CAPACtTY OF 5M CFM NTONirrTINT FOR ELE07N ICAL FRLTNNoNS OF MCTION MO" DBOR TMN mITION ( X • LAUNDRY ROOM MCEPtACLE NULL M GROUND FAULT CIROMT-NTONNVI'M PROTECTION FOR FNIMONNIL QJ FMMMM • NON METALLIC CAMS POR ELECT (CAL PROVI510N5 OF FMCR TTY m (fmfml • ALL WONC TO COMPLY NTH lLECTRIC.AL PM"lO S OF THIS Nava IN NO (20201 ALL LAI•RM NULL ME ..I ■n.... MY aID.DIR ANM Db Q LMIITlM MIST MFlCENT TIP! FAIR VA WIM OUTLET' FOR VENT OR MICRO MO r---------- I I Y «OGI PAN. I LIM BOOM a- MED ~ I I PAN ► I SWITCH IN I \� CABINET I FOR DW /TO Gu 6i I I I II I I I ( F07 PRE -WIRED CLG FAN (BEIRAER n /A T o � III II / IH PRE -WIRED III / Foym CLG FAN I 11 PIXTLM GFI 11 GARAGE @9 DOOR P'IMWIRE OABAOE I �BA1Ht2 I `BOLLARD AS RED. PER BLDG. CODE -------—— --------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: V4' . I' -ID' I I I L I LED LIGHTING @ SINGLE LAV. BATH 02 I R VELOG.RIFY TNW • 1% CU N 2• CONOUrr OR a CU N 7' OM"" OR 2ro AL &8^ NATO AROME !OMIT . 0V0aUNA1 IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' AFr, NOT TO aCAI.M CO•M "'aw omR MO AYP DMCON M= MEMN AND DO/U4 �MVOLT OQRRAL MO IOW M EU.ECTMC M. N A M v.TMCAL MATERIALS AND bOTALLAMM* NULL N PIA 1R mmoe am N7L0 COMPLY YSTM mECTItlCAl PROVMCNS OF no "am Im PANlL CODE«. AND ALL LOCAL POUER A"MmillcTolm NULL M TTTE TNNN(IWN uNL N me LL DRD oTHnwee. elNw eE POUMR caPANr EwRIINT Ear+'�Nr TRANaKelorl�R NnaaY«Tmi Mom tER1NAL Ai LOYI OIRADE VOLTASE CQSCGTIOItl PROVIDE 80 ATP, W440 VOLT, I PRAM SEOOND 1 4 CU SONIC! GROUND C44=7ED TO ELEMWMAL SMMM FIROVDE s •1 Comm (CU) N COINCMM 04CAMP P OW STML PER MJE SO PVC I-Vj" DIA SCHM M COKDUR OR FROA05 a -M ALtrR (AL) N 2" DU SDNaE M wLPVC ELECTNLAL PROVMIONS OF TFIE FMCR TTN CONDUIT 1lM eetacs M PROVIDED MY TDC aJI. B.CTNNC CO ANT. COORDINATE 4M THE ELECMC 5A" DU X S PT LONE COPPER CLAD OROISD ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M 0003326 1 v aa O � MO T PARK LOT #25 BLK 7 PROJMCT* T 04181.000-25071 MODEr1 4EHB "2605-HAYDEN" GARAGM EWMCI: RIGHT PA"`IRST FLOOR ELECTRICAL PLAN 6 PH 17 06/14/21 SCALIIII: 1/4"=1'-0" BiIRMT E1 ELECTRICAL LEGEND SYMBOL DEPNITION NOTES RMV OUTLET 2M IT'D• MICE! rat IIOV OUTLET IIOV OUTLV V) OF OuniT UMIMD To MMicW (VI IIOV OUTLET MaM•MD UR'IRC PALL NTMMIrTOt ITAL'IFMt 220V OUILCT (4) UPS C04MI CTION Iup ouni T7611rR00P t GWITCW DUTCH A_UAT orER MMTCN 4-"Y OPER ' ^�V4 ' MALL MaNTED LNNT CMLlhla LIONT © LED CLO Lk*" Ovp LMD VAPM FROOP LMNT O Vs VAFOR PROOF LIONT OQ mucus" D am e~. PIN I QM PER sa Pt. VMIT. FMl WLIOIIr I U'I PER lG R. V RDtnm (!rlCM TMD sT 7-MLM UAUr ® L .IROI►D ( ) 2-111LLM YIfAr ARMO D ( t1lTJ �� 7'PL)IOIWCMYt 4' RtIadWCINT pp •-� A 4' TRACK LOWCCD PANEL ORA METER O8D. wam wincTOR fif La,. l WALL TWINED N as anscroR MATT.-•-K-- WLu�u ®MMOMM 8/Caim °IRO011 M7aTMICfOR cQ'� NIIR.CO,1fGYm MALL MM A DMTANCM OP NOT LMlM TI M( 4' FROM UALL PIDAW WOW NATURAL CIA& oUTLrr ► TNLW%I i JACK MATMe N2MM12 DIer.DaMct Ta M[ MLM.AM AIR eoND DI.COD2MOT Ni Aw ON Mm O TO MM Mlr ww N IGOOId7.MDM uu MOD( J-MOK MAIM(MD AO Mlal FOR FM MOK RMNI CILNO MWLIMNT TO MM M2'FORIMD N ACCOImANM W IM MARK® ,N [UCN PM u' WA DE'cow P LIONt.t w so- MANDMIlewr LAW almw nnnnonnnn y. NGV LIONT 67R2• FLOOD LIOI(t MMD2M,Y K • PM. ruw.MurtON MR CH"m uMM rcw • LOCATION OP TV JAOKM I M40MI OUTUM I ►ANM I'O ME VERRED • NOMEOU am PIQ-CONWIRUCTION MWTNO• • ALL 0 120 AMP DRAWN CI CUM TO ME ARC FAILT rROTEc1ED MR ELIOTItlCAL rRONN" OF � ro MDI = MR • C7R 21MJ7 Ten MDRICW • 20 AMP DEDICAIMD LAUCRT OWL=. • 6R • MM.ATC (NOT ON KflC!!N cIRCINt) • OMHUAG MR DIN:OMlcT TO ME LOCKOUT IN PANML • MATNROOM DdWO? RAN TO NAVE MN. CAPACt(Y OF MO QM NTEIM' nMw PER ELEc71MCAL rROVM1om OF OWTION Hill" Dltd2 ttY MDRION r7e7e1 • LALCRT ROOM RMCdr'TACLE NW1 ME OIlaJlD PAULT c"lcUM_wMtlMl M rROTECNm MR plate Mm CN Piscom • WIRNM METWOD MNALL ME WON METALLIC CAKE PER MLMc11McAL rmov000 OF PMQ ml MD [2e2e1 • ALL 20RC TO COMri7 WITH ELECTRICAL rROVINONM OP THE FMCR mJ MT] r2 M Ab •'Mf OR LNNTDJta MIMT 5oblonT M#IGIBR TYPE FM I------------------------j SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-V II• I � L � LED LIGHTING ® DOUBLE LAV. BA H LED LIGHTING ® DOUBLE LAV. BATH 9 -1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abd'esigngroup.com AA N: 0003325 DID s � a C F ABBOTT PARK LOT #25 BLK 7 P1i0JECTjv 04181.000-25071 MODET. 4EHB "2605— HAYDEN" GA %AGE 8VfMG: RIGHT pA%ICOND FLOOR ELECTRICAL PLAN 94 6 H 17 DATTLI wA'06/14/21 SCALE: 1/4"=1'-0" � T E2 rE FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • P-V iL� ------------------------J SECOND FLOOR PLUMBING PLAN 6CALE: 1/4 • P-V "TO MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 4 ABBOTF PARK LOT #25 BLK #7 1PiiOJEOT* 04181.000-25071 MODEL- 4EHB "2605- HAYDEN" GARAGE SNIIJG: RIGHT PAGE: PLUMBING PLANS 6 H 17 DATE: 06/14/21 SCALE: 1/4"=f-0" SI1MET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 66AL L BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LE66 THEN R-6 RAT -% ALL SEAMS SHALL USE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER MC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET B. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE 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 -ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 844ALL 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 MF5%. RECOMMENDATIONS AND PBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 1L DRYER BOOSTER TO BE A PANTEC 4 DEF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. CEILING PLENUM SECURE STRAP TO CONC. CONDENSER AIR SUPPLY W/ (2)-3/16'X2' TAPCONS UNIT 6IM N WB ROLL STRAPOR EQUAL AIR HANDLER 4' SLAB SECURE STRAP TO UNIT W/ (2) EVAP. TRAY CONCRETE sSXi 1/ ' SO MTL. SCREWS CONDENSER UNIT KATFORM CONNECTION TO PAD - NOTE, MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL —"1—FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED INSIDEH SEAR ES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYY ATTIC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRI.W BALANCING DAMPER OR OBD O CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOT ALL HVAC TO HAVE PROPER PANG W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO REnN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERBLM C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-B'XB' clmr_ FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYFN. FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 g a oil m- J 8 ABBOTT PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 MODEILa 4EHB "2605- HAYDEN" GARAGE BlrMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 zWH E 17 1 scAL,E: 1/4"=1'-O" 1 M1 2X4 TOP PLATE CORWt PRE -I TRUSS �� Vr' THICK 2 COAT*Dom ' aru m IR' CLCG. BOARD A�"1-2.r RT. YDNOTE: STUDS IN " AS FM� A� mePARTITIONS SUPPORTINGT!'IlDVAL Rn �' DRT' LL WALL HUNG PLUMBING �x''M nA1. �Epp1441 N. RONALD REAGAN BLVD.FIXTURES AND WALL eATHee sTiar LONGWOOD, FL 32750'CABINETS SHALL BE NOT DO NOT art ►� la"''1 AuRC►O(BY .407-774807gng.Up8LESS THAN 2x4, WHERE nwt� FAX:407.774.40782x4 uaoc SPACED NOT MORE y.,.r,,�p,v..�LST. BOhD BEAM HOT Cut pelf o@tm wwwAA #: a10003325 tootPLATE TO SLA5 STUDS •24' THAN 16' O.C. OR, NOT SOLD ala7Ut THE BOI•D reco Gwc WWO JAMB PER O.CS W/!V- % BEAM VM*WAD DOOR neooucT V Wd MASONRY LE86 THAN 2x6, WHERE NAIL . s2' oc MAX THAN 2D NO07 MORE _ r2) ca2aE __ REBARb ;_ . _ �...:, APPROVAL RLG � neAcx TRACKDRACKM ie on BT OrAm oNc. BLAB ( Of ra APPRIWAL I!G FIN M R PIPE THROUGH BOND BEAM ° °exE 3/4''r-°' 2e��GAS LIN�E THRU BLACK s GARAGE DOOR JAMBS TYP. INT. WALL NON—BRG. D1 SCALE:11/2'•i'-0' IQV D1 SCALE. 3/4'.I'-C' FIBERGLASS BHMGLEB WITH UND S6, SHI 21- FIBERGLASS 814INGLES WITH UNDEPLAYMENT AS PER FBCR W5.L1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE UV (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHIINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHNG THICKNESS AS PER SHEET SNL 1 I? t" c 4 � w P15ERSLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. THICKNESS AS PER SHEET SNL SECURED PER PER STRUCTURAL DETAILS SECURED PER AS PER FBCR 905.1.1. ROM ESS AS P THICKNESS A5 PER FASTENER SCHEDULE FASTENER SCHEDULE FASTENER ROOF SHEATHING SHEET SN1. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS 514EET SNI. SECURED /S' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER eTRENGTH SCHEDULE CL G, 2x FASCIA PER MAX--PRE-EW+ �• TRUSS AX 2x FASCIA PER 40 BOARD REFERENCE ELEVATIONS o ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RIM SECURED PERt;s Q PRE-ENG TRU88 INSULATION R-VALUES PRE-ENG TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL BHEATHMG I MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SHEET BNI. SECURE PER SEE ENERGY CODE FORMS FOR INSULATION R-vALUES THI PER PER ELEVATION FASTENER SCHEDULE PER ELEVATION SNL E SHEET SNL SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON AFIEEt SN1 FASTENER SCHEDULE ELEVATIONS 0J1. ELEVATIONS PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/t' ON SHEET SNL VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHN 1ENT WEEP SCREED AS MANS TURFS 2x P.T. SECURED STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING PENCE STRUCTURAL STRIPS 24' OG. 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING 9' cm C:ETTET•IT PLASTER APPLIED 2' 1/2' THICK 2 COAT PORTLAND 1/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/!' THICK 2 COAT1/2' GYM WIL. DO, C> MU CEMENT PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY WDOD BASE APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ _ — _ 0'-0' FIN. FLR 0'-0' FIN. FLR. L _ J 0'-0' FIN. FLR a• .. .. °, GMU A. •+ • ROOF SHEATHING THICKNESS IS ,, . ; tl' :. -. ROOF SHEATHING THICKNESS IS •. a ENGINEERED PER ASCE 1-16 IN •. ENGINEERED PER ASCE 1-16 IN a 4i' ' :. ACCORDANCE WITH FBCR 2020 ..' ACCORDANCE WITH FBCR 2020 . 4 ITH EDITION, SECTION R301.13 .a ' a• 1TH EDITION, SECTION R301.13 AND 1609.5.1. AND 1605.5.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING WALL, SECTION n B �TYP. NO OPENING NOS NO OPENI NG NOTE. METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE ABBOTT PARK LOT #25 BLK #7 PROJECT* 04181.000-25071 MODRU 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 6 H 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF /"6— 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: WW-F-0' UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'"1--0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 ORARLN III OR OR ASTM III PED UNDERLAYMENT. PEIUNDERLAYMENT. JU 17 20 �A DATE: 06/14/21 SCALE: 1/4"=l'-O" DIEM= D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9®5.L1. AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THIC40E88 AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED 1441 N. RONALD REAGAN BLVD. PER FASTENER PER FASTENER LONGWOOD, FL 32750 SCHEDULE SCHEDULE PH: 407-774-6078 FAX: 407-7744078 PRE-ENG WD. PER PRE-ENG WD. ER www.abdesigngroup.com 24' O.C. MAX. LEVA ION 24' O.G. MAX. VATION AA #: 0003325 METAL DRIP E METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PERCALCS FOR VALUES VENTED ON. I 5/8' GYPSUM BOARD ELEVATIONS 10.H. ? 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH n-p. OR 1/2' HIGH STRENGTH CLa BOARD VENTED CLG. BOARD bc2 FIRE -STOP SOFFIT ?. bc2 FIRE -STOP STRUCTURAL -4.IINSUL. REFERENCE STRUCTURAL -4.1 IN&A_ f Q I w WINDOW ATTACHMENT w w AS PER MANUFACTURES SPECIFICATIONS 1 }f,Ziq�j V p m a ti ER gTRUCTURAL 3/4' T / G SUBFLOOR T 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLYw MASONRYMASONRY W FIRE -STOP GEa/�� �. Q w a m GLUED AND NAILED I/2' THICK, 2 GOAT AS PER NAILING SCHEDULE PLASTER APPLIEDT DIRECTLY TO EVA ION DQ FIRE -STOP----' _ i } w . v w m SCHEDULE rfINLEVATIGN N W x x SEE STRUCTURAL SEE STRUCTURAL —~ EVATION R IfFLEVATION 5/8' GYPSUM BOARD OR 1/21 HIGH STRENGTH CLG. 5/8' GYPSUM BOARD OR V2' HIGH STRENGTH BOARD CLG BOARD -- 1X2 FIRE -STOP — 'LEVATON DO FIRE -STOP R-4.1 INSUL. R-4.1 NSA-. a w w w w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Em STRUCTURAL S 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED bc2 P.T. FURRING PLAASTERSTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. DIRECTLY TO STRIPS • 24' O.C. MASONRY S, CMLI MASONRY a, Cm 1R' GYP. WL. BD. 1/2' GYP. UL. BD. ABBOTT PARK LOT #25 BLK #7 F120JECT# 04181.000— 25071 HODEIa 4EHB "2605-HAYDEN" GARAGE 3WING: RIGHT PAGE: DETAILS 60 MPH EXP. WOOD EASE 1X2 FIRE -STOP WOOD BASE IX2 FIRE -STOP .. 4 �. .a a NO WINDOW OPENING WITHOUT WINDOW OPENING DOK3/14/21 ATE 2—STORY FIRST FLOOR BLOCK K Ch=:1/4"=1'-0" SECOND FLOOR BLOCK 19*12ET SCALE, 3/4'•I'-V' D 2 im m-* P.T. • CENTER OF DOOR HEADER SECURED W/ (V V2' X G' J-BOLT Wv W MN EMBEDMENT IW 2' X 2' X VS' WASHER 4 NUT OR WV (2) 112' X W ANCHOR BOLTS WV 4' MN 010ROMEW Ilk 2' X 2' X VS' WASHER 4 NUT — El W�—Qm;�M— Jr_- w_-- mwC ®I TO BLK 116T. V4' TAPI.61 V2' SHOW, OL,4' END D, I V2EDGE ®i /YI 101 x 2' X IW WASHER 4 MIT. (1) WITHIN 6' OP TOP. (1) WTNN G' OF THE 07K ® (2)EVENLY SPACED. Is l®r NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO MWSFACTU % INSTALLATION 6BTRSICTIQIS WWEE SUCH NSTR ICTIONS AM MORE 6TRINGEIT GARAGE DOOR l BUCK ATTACHMENT 3 r. I'X4' S' cm V2' ❑ P.T. NA DOOR DOOR M4 P.T. OR 6/4'X4' MN SECURE THRUU PRAMS 4 NOTE, GHIM Ab NEEDED TO PLUMB JAMB/DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" oLIaLDO� A TO BLACK +3/4" OR +5/4" 2X4. m CS U SECURE TO BLOV 3AW TAPCONS MN SHANK SIZE J46 MN HEAD SIZE 9w MN EMDEDhkM I V4') WITHIN 6• GP EACH END 4 10' = MAX SPACING. 2X6, E SEGUTO BLOCK WK2) SAW TAIFCON6 MN SHANK 612E 345OD MN HEAD SIZE JI MN EMBEDMENT 1 1/4•) •' cm WITHIN S' OF EACH END 4 ID'Or. MAX SPACING. N' DRITWALL 2XS. ® I'X4 E HALER ' SECURE TO BLOCK P.T. ER W12) 3K' TAPCON& DOOR CASING MN SHAK SIZE J4G MN HEAD 61ZE 300 MN EMBEDMENT 1 V4') RIN WITHIN S' OF EACH D 4 18' O.O. MAX DOOR JAMB OR WINDOW SPACING ATTACH TO 2X PER MANUFACTUE6 DBTAIL6. NOTE. SHIM AS NEEDED TO PB LUM JAMB (DO NOT DAD V4') DOOR JAMB TO BLOCK +1 1/2" B 11IIiDOR TO BLOCK +1 1/2" 2X4. m SECUURR TO BLOCK WV 3AW TAPCONS MIN. SWANK SIZE AD MN HEAD SIZE J00 MN EMBRDNENT 1 V49 WTHIN G' OF EACH END 4 IS• O.C. MAX SPACING. 2X6. NOTE. SHIM AS NEEDED TO PB LUM JAMB (DO NOT DAD V4') DOOR JAMB TO BLOCK +1 1/2" B 11IIiDOR TO BLOCK +1 1/2" 2X4. m SECUURR TO BLOCK WV 3AW TAPCONS MIN. SWANK SIZE AD MN HEAD SIZE J00 MN EMBRDNENT 1 V49 WTHIN G' OF EACH END 4 IS• O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) SAW TAFCONS MN SHANK 612E .146 MN HEAD SIZE 3" MN EMBEDMENT 1 1149 WITHIN W OP EACH DO G' CM'RJ 4 W OC. MAX 6PACNG. V2' DRYWALL 2X6. ❑ &BOURN TO BLOCK I'X4' WW2) 3A3' TAPGQJ6 P.T. NAILER MN &WANK SIZE Ja T/I►' CID. X 4' MN MN HEAD SIZE AW MN EMBEDMENT I V4') DOOR CASING WITHIN G' OP EACH END 4 16' O.C. MAX 6PACINS. DOOR JAMB OR WINDOW ATTACH TO 2X PWR MANFACTUE& DETAILS. NOTE. 6HIM AS NEEDED TO PLUMB JAMB, (DO NOT D(GECD V4') DOOR JAMB TO BLACK +1 15/16" t;Z OlT TO BLOCK +1 15/18" 2X4. ED SECURE TO BLOCK WV SAW TAPCON6 MN SWANK 61ZE J46 MN HEAD SIZE 39M MN @CRDMENT 1 V4•) WIhNN &' OF EACH END 4 16. OC. MAX SPACIN& NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROLMM4 NON-6TRUCTURAL 00) 3/16' TAPCONG 3AW TAPCON MN I-V4' (MN $14ANIC SIZE .Wb SMOROMENT INTO BLOCK MN HEAD 617E 900 MN EMBEDMENT 1 V49 WTNN ►' OF EACH END 6' CM 4 IS' OC. MAX SPACING. V2' DRYWALL m ❑ BBCURE OO TO BLOCK Imo, WW2) 3/W' TAl"CON6 P.T. NAILER MN SHANK 617E .H6 DOOR CASING MN HEAD SIZE JIOO MN EMBEDMENT 11149 WITHIN 6' OF EACH END 4 16' OC. MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIIFACTUE6 ORTAIL6. NOTE. SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAI® TO BLACK +2 1/4" /.:111B'iD01I TO BLOCY +2 1/4" 2X4. SECURE TO BLOCK W/3/16' TAP -CONS MN SHANK &IZE Wb MN HEAD 6RZE 300 MN SMSEDYBJT I IA49 WITHIN N OF EACH END 4 B' O.O. MAX SPACIN& 2)(6, SECURE TO BLOCK W0(2) 3/16' TAPCONS MN GNAW SIZE J46 MN HEAD SIZE JI00 MN EMBEDMENT I V49 WITHIN W OP EACH END 6' CHU 4 WY OC. MAX SPACING. V2' DRYWALL 2XB. ❑ 6EQUE TO BLOOD PX4' W/(2) 3116' TAPCON6 P.T. NAILER MN SHANK 617E 30 MN HEAD 612E J100 DOOR CASING MN EMBEDMENT I V4') WTHIN 6• of BACH END 4 IS' O.O. MAX GPACNG. DOOR JAMBOR WINDOW ATTACH TO 2X PER MANU'ACTUREb OVAL& NOTE. SWIM Ab NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" 2X4. M SECURE TO BLOCK W/ 3/K' TAPCA" MN SWANK SIZE Wb MN HEAD SIZE 300 MN E'bEOM ENT I V49 WITHIN W OF EACH END 4 16' OC. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE DO, ® ON OUT6IDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WW2) 3/16' TAF CONE 3/16' TAPCON MN I-V4' MN GHANK SIZE Job EMBEDMENT INTO BLOCK MN HEAD SIZE JIOO MN EMBEDMENT 1 V4') G. CMUMT14N W OF EACH END 4 W OC. MAX 6PACNG. V2• DRYWALL 2XIN m ❑ PX4' SECURE TO BLOCK P.T. NAILER WW2) 3/16' TAPCON6 DOOR CASING MN 64" 612E .Wb MN HEAD 617Y -3M MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IG• OC. MAX &PACING. NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2x SECURE TO STRUCTURAL MEMBER WK2JT7d WITHIN 8' OF EACH END 4 W TO G• O.C. MAX DOOR JAM15 OR WINDOW ATTACH TO 2X PER MANFACTAE6 DETAILS. DOOR JAMB TO BLACK +S" (.lambumE_TD_BIDCr tR" 2X4, M BECUE TO BLOCK W/ V4' TAPCONG MIN. 61-1AU4K 612E AD MN HEAD 612E J' 00 MN EMBEDMENT 1 V47 WITHIN S' CP BAC44 END 4 WN' O.C. MAX SPACING. 2)(6, SECURE TO BLOCK W N2) V4' TAPCON6 MN SHANK SIZE .N6 MN HEAD 612E 1" MN O'BEDMENT 1 V49 WITHIN 6. OF EACH END 4 ID' Or- MAX SPACING. 2xe. GEOW TO BLOCK WW2) V4' TAPCONG MN SHANK SIZE Wb MN HEAD GIZE 3-00 MN EMBEDMENT 1 1/4') WTHN S' OF EACH END 4 W O):. MAX SPACING 6'au ❑ V2' DRYWALL IT. NAILER 1/16' OAJb. X 4' MN i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACIU SOVALS. NOTE, GHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +S 7/16" G 11IIQD0W TO BLOCK +S 7/16" 2" m SECURE TO BLOCK W/ V4' TAPGONS (MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) UT14N 6' OF EACH ND E4 W OG. MAX SPACING. 2X6. m SECURE TO BLOCK WK2)VW TAPCON6 MN &WANK SIZE la MN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN b' OP EACH END 4 M' Of MAX SPACING. 2XS. SECURE TO OLD= W02) V4' TAPCON6 MN 6HANC SIZE 30 MN HEAD 61ZE .300 MN EMBEDMENT I V4') W1114H 6' CF EACH RIND 4 WOG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUT6I011 4 GBOArw TW ROIJGW NON-STRUCTURAL 3AW TAPOON MN I-V4' EMBEDMENT INTO BLOCK LV G' cm V2' DRYWALL ❑ I X4' P.T. NAILER P P.T. X 4' MN r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACtUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +S 3/4" H 11BID0W TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.a bdesigngroup.com AA S: 0003325 b kk (y�V ABBOT'P' PARK LOT #25 BLK 7 PLLtojxcT* 04181.000-25071 MODEL A 4EHB "2605- HAYDEN" CMARAOE SINMG: RIGHT PAa1C: DETAILS 60 MPH E D4� 06/14/21 SCAT M: 1 /4"-l'-O" D3 INSTALL FASTENERS (CLIPS: NQM STRAPS• STAPLES) AS APPIOtMD aJS.DMG WrAP REd)IRED TO SCCUR! SMALL of LAPPED A MINR101 OF PPE/ WRS TO FKAHM S' • VERTICAL LA" (ROLL WO! LAYER ry A BIDS) 4 •' • HORIZONTAL LAPS, ALL SEAPM NEED TO W TAPED LATH VERTICAL LAP TO DE I• STUCCO WIMP WTH PORTIBER SFIATHINIS TAPE WFS LATER 9, FMI IFIDER / EULDRtl PAPER PREPORIND CONTROL JOINT / i — \ M3 COAT CEhE1•R GE / \ METAL LATH FLANOF COMIOOL JOINTS T S'str' SELF-ADIIERME; MB'BRA•E M� TE DT �L DO \ OUR.D PAPER / \ SW-AIG OVER 4'x4' NOT FASTEN CONTROL JOIN TO / r nx Ix . nnAl. urw \ PLA64 DMERSI6 MB'ElRA/E NOT FASTEN IF Snn ExJO FLASMMb OVER APPROVED HOUSE IIIRTO 1441 N. RONALD R L 327 BLVD. BEYOND EFT STAPLES UY APPROVED FETAL LATH FLASNINm re Ex'IBJD ONTO IgISE LONG WOOD, FL 32760 MASNI C�WL JOW TB'1P. FAs ti (VERTJ OG I'T/.X AT SIAM-O" PH: 407.774-6078 DURING RISTALLATION Z X� X K. — — �I 4HOUSEFLAMM OVM � www.abdesigng�'com WSB LAYM ti I FLASNM6 rO EXB.0 ONTD PIPE AA #: 0003326 FAST@ESTS TO DE SPACED STUCCO W W METAL LATH •TOG. MAX VERTICALLT WOOD SHEATHING ' W!B LATER sl, �' THICIS 9 COAT CB•HIT COAT. BEAD Of SEALANT Mill WOMB~ AIR PER INSTALL APPROVED eTucco LAST WW I PETAL LATH #FILTRATION "POOR OVER TWM U M LAYM a. FORTIPIMER / I Wm LAYER 9�FORTIFiBlR vT 0. Rk- rnartwn ir,ce .rvrn, N BUILDING I -AM R / - �••'•� • ••• M 0 LATER-, \ / I C.V.�FIN16H•ISEE TYP S4ALL eE=1010 _. STUCCO WO4P LATW_NOT TEED AT EACH SIDE /� / �_ requxameme m na m rm,eo. MR ASTM CW63 PRONDE �X4 BLOCKINli r I•sx uTw IFLACW FLAT MWC S' TO 6' LM. 4• ore. lmtenetion or exterior lathing and tremirp FROM CONiR01. JOINT W#N ALt- LwP shall comply with ASTM C tOGi19e, Nam L CONTROL JOINT FALLS ON PER LAg or ASTM 1797. t PASTENERB FOR LATH TO BE NAILS oR� -i SMICTdRAL STUD 2 SC,M1I.Et I I/J'el'-O' STAPLES IN COhIFLIANCE 9Y ASTM C".5 2. WRE TIER TO BE (MO. M) OD415' UM / r_ 3. ELOMMG SWOWI MAY BE IN ADDITION TO .-IL STWDS IIEOAIIRED PER PLAN \ 4'x4' 6WY-ADFIRM MB•ERANIE 6 PLAS14M, (COMPATIBLE SV HOLM q. VERTICAL LATH ~ MATMAL) OVM A AFFIeOVED HOUSE I~. WOOD SHEATHING OOR CMU L�rnALD IaIVO. ® tloLDe+twrD.rt.A t a�Ar a Pc e 1 QFINA°a a F`. s WRIB LAYER •I, aCPWAMI.Pr. C La6AN'^'C STUCCO WRAP (FRAME ONLY) 4. FOLD A. C 0VM Pr. Oa TLLn ri oae�� ® J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2'GOAT LEGEND CEMENT PLASTER (CM)) ~ METAL LATH (FRAME ONLY) > V,4"'` LAP WRnoB 4 TAPE OVER DRAINAGE PLANE (WRB • ® O__ el I SC -REED MAWnonom _ -- - LATER 01, STUCCO WRAP) ti�bm art. il7+4im3 wAt callorr ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORT IF I BER (NAIL TO — - — - — - — — — 4 AL FLASHIW_% �FLAMM(C"D ewr TROOF DECK, NOT BU ILD INCx PAPER) Waa LAYER x FORrrIEBe �Il WALL SHEATHING) umLAYM.1, trwM•. a1tYy METAL LATH RM LAYBt 9• � CAP SHINGLE - DO NOT NAIL, X—X—X—X SW.CO OF MUL I OIiT) •� '�.� INSTALL WITH ROOF CEMENT 04 ABBOT PARK LOT #25 BLK 7 PROtTRCT# 04181.000-25071 MODEic 4EHB "2605—HAYDEN" GARAON OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 -MPH w ,z LAPUYwwr+loNS"MAP 1 OAlR MA&M r IOM STOP OL STUCCO mum on cmu ROOF CEMENT WOOD OR -1/16" ZIP WALL • MIIISLLILIMfIb , ROOF PER ELEVATIONS SHEATHING 2 COTAu +I'' \ — — — — — — SELF-ADHESI�/E FLASHING-c 1 7 ` NOTE cRn METAL LATH: LATH TO BE PER SECTION M >xi7 saLCR103--I.1 / A5TM C-541-14a, MIN. 2.5 LBS. P mt2D 0maxDr arx SM � PER SQ. YARD (UTILITY OR NOMINAL DCA /4 =I'-O" oOraLs RCCF►a 14/21 R ASMA AT IeOflDN OF RCu . DATZ.=MR- DItlP I®aE oeO.AP Y. Illrll. FnlerlecrlCNF 'g°'I PANCAA MAP LATH DOES NOT MEET SPECIFICATIONS) 81MET �"T "L" FLASHING ��% /� 5 ti N.T.S. tl tl INSTALL 6' SELF- t )) AND BOTTOM FINISH STUCCO FLASWING OVER ADHERING° FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION fienASHICE CF FLASHMG TO BE, OVER TOP 4 SIDES i L BOTTOM. 2. 61Q1!&- 3. TOP Xll: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING OF SEALANT F. SIDESONLY. ATSEALANTT 16 TO BE UTOP ANIT WRB LAYER 01, TOOLED SO AS TO DEFLECT STUCCO WRAP : WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. x E-z BEAD ALL AROUND PREMANUF. DRYER VENT -APPLY SEALANT ALL VENT CAP (SET IN LOPH: 40-7774-6078� JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER 02, FORTIFIBER FAX: 407-774407s BACKER ROD ' APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com NON -MOVABLE FRAME AND STUCCO V+ • CAULKING • JOINT � Rp� SEALANT • I I TOP 4 SIDES J' THICK 3 COAT CEMENT WOOD SHEATHING I I PER SECTION FUM7 PLASTER 59 STUCCO E Ar nd Eldwlor IEIIIYIa aEIadS1YlE BACICER ROD I I Exterior use of Portland cement plaster LAYER @, FORTIFIBER shall comply with the application 6B DRYER VENT (BLOCK) V TO V MID -WALL BWLDMGPAPER requirements of ASTM C 926-18b. WEEP SCREED METAL LATH -IX Tg��p r Installation of exterior lathing and framing sow .14. • W9ol� i .. shall comply with ASTM C 1063-19a, PNI CONSTtl1CT10N or ASTM 1787. FASTEN TO WOOD STRJCTURAL UM LAYER �, �`. 6' SELF-ADHESIVE STUCCO WRAP FLASHING a cru MEMBER • T oc MAX HOODED VENT BUILDING PAPER WOOD FRAMED OVER 'QUICK 1f L ,Jt PLASTERTHICK, 3 COAT CEMENT FLASH' — — — 7WALL _ METAL LATH _ HORIZONTAL WEEP SCREED n WRB LAYER 4, FORTIFIBER PIPE THROIYsH / BUILDING PAPER WALL (FRAME TO FRAME. 61 SPL SELF ADHESIVE FLABIaMG, CLEAN WOOD SHEATHING I� 4`$ M, GONRY BEFORE A PLYMG it"TTT T7 TTT1TM / lr 1Tl A 'I !lr "N 3S4 TEXTURED ..M , ..M , \ WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER ..:..:..:.:.:.:.:.:.:.:.:.:.. 6' UNDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN MASONRYBVORE APPLYING H Ell STEP #I LAYER 01STE Z FLASHING LILIN ELEC. METER FIEL 1 STONE v sm oven SCRATCH coal VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED HOUSEWRAP AY WREN L ER BELOW STUCCO WRAP r1 HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT TO 10 INSTALLING C. PRIOR LL NG ELEC. J ors ENTERS x BOX a _ i GRA�Yp IN OVER SELF-ADHRhJG MIETIBRANE FLASHING ( W STON E VENEER METER APPLY TO FAGS SELF -ADHERING FRAME TO BLOCKI FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROvED HOUSE~ LEGEND ISOCYANOTE-POLYBLEND FOAM wRB LAYER 02, FORTIFIBER ('GREAT STUFF' OR SIMILAR) EIUILDING PAPER APPLY A SILICON STEP 1*3 STEP #4 DRAINAGE PLANE (WRB LATER 01 STUCCO WRAP) THAEELEC.WIRE PENEITRATES �9 c E a Is ABBOTr PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 MODEIo 4EHB „ vp 2605 HAYDEN GARAGE 3WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 AAWP H WRB LAYER 02 (FORTIFIBER — • — • — • — • — coAASTTiN�oR�R BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH GOAT STUCCO/ C.V. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x t I GOAT OF PAINT W/BAGK- ALLOVER 60 MIDEAN sEcrloN) ROLL PRIOR TO FELT -PROVIDE A TALL °' '' METAL LATH N STUCCO 0 ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT WOOD OR l/16" ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND A SELF-ADHESIVE FLASHING — — — — — DISCONNECT DATE: 08/14/21 NOTE: 19CAz.E:1/4.=V-0^ METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #� R103.1.1 / ASTM C-841-14a, MIN. 2.5 LB5. U PENETRATION s T PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL 9 O RECEPTACLE �A� WALL WOOD SHEATHM6 WOOD FRAMED WRE LAYER M, 151.04MOOR DECKING COLUMN 814EATHIMG STUCCO WRAP LLEAT14ER RESISTIVE L WOOD WRB LAYER n, FORTIFIBER FRE-0NO9 TR156 > BARRIER M CONSTRUCTION BUILDING PAPER WEATHER WDISTIVE WEAKER RESISTIVE V HAT CHANNEL i' THICK, 3 COAT CEMENT OAIaREIR M BARRIER n ' TYPE 'X' DRYWALL PLASTER WEATHER 111E6011YE r 6' SAF. • TOP OF WEEP SCREED , �I 6' BAH. \ TO SHEATHING BEHIND U,EEP SCREED Pr'L�7m 3 COAT �"' PEEL 1 STIFK WOOD SHEATHING �� 4' POSITIVE DRAIN RIES ! i(!'X3' 'L' FLASHING WEEP SCREED FETAL LATH FULIN ROOFF CEMENT 1441 N. RONALD REAGAN BLVD. i \ WOOD SHFAT14M5 LONGWOOD, FL32760 WRB LAYER M, / \ IV X 3' 26 GA GALV. PH: 407-774-/3078 STUCCO WRAP f `� METAL DRIP EDGE i' THICK, 3 COAT CEMENT �\ Yi GAP FOR BACKER SET M FULL DIED www.abdesigngroup.com / ` EXTERIOR C,RADE ROD ! SEALANT SEALANT, ii' MIN. AA #: 0003325 6' SELF-ADHEREING DRY WALL SPACE PROM DRIP WEATHER RESISTIVE 1TO i WEEP SCIDRED i' THICK 3 COAT CEMENT VINYL CA6M, BRAD - r BARRIER M TO SHEATHING BELOW A' F'�SRee MASTERLLEATFER RESISTIVE \yIN1'L CORJER �m WAR PROOFING lot :,s BARRIER n . , WINES LAYER M, ND � M FIELD LAYER (2 LAYER PEEL EXTERIOR COLUMN LEGEND 6Tucco WRAP (GROWN IE A CLARIFICATION CN Or Y) 4 STICK) .' SEPARATE ACCESSORIES ONLY) '_•�� COLUMN SHEATHING WRB LAYER n, FORTIFI5ER i BUILDING PAPER PEEL • STICK116'x3' V FLA6HMG DRAINAGE PLANE (WRB SUB FLOOR � EMBEDDED IN r W GELP-APHOMING ® LAYER 1, STUCCO WRAP) M WRAPPED WRB LAYER M, % i 0 CORNER LEVER I Jv X 3' 26 GA. GALV. STUCCO WRAP ;� METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — - — - — -— AMICO AM66-111911C-180 I u 4• POSITIVE DRAM 1)i'XI Yi' P.T. OR SA'A1LAtED SET IN FULL BED OF CUSTOM CASING BEAD z ; uEEP 6cREED ANTILE VER DRIP SEALANT,x' MIN Q IUOOD(TTREX)FILLER, BUILDINCa PAPER) CONTINUOUS SPACE MW I DRIP EDGE Y: GAP FOR SEALANT VINNYLCAS'PACE BEAD METAL LATH x—x—x—x GAP N FIELD OPT. BACKER ROD. WATER PROOFMG Mt yOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALv. MODIFIED SO LAYER (2 LAYER PEEL N FINISH LAYER (2 LAYER STICK) WRAPPED FROM STUCCO SEPARAtE ACCESSORIES ONLY) METAL DRIP EDGE MA RESILIENT CASING BEAD PEEL a GTICK) GET IN "w- °� OF HAT CHANNEL CBALCCNY ANTILEVER DEac to 6' PEEL 4 SEALANTJF MM. VINYL CASING BEAD DTL ® CANT STICK • DRIP 6^4� FROM DAP i' THICK 3 COAT CEMENT WOOD OR 7/16 ZIP WALL kill,�lp b O A 3 g 10A EDGE TO PACE TO TREx PLASTER SHEATHINGSCALE. I V2•.I -®' DECK 5,G' TYPE 'X' DRYLATHLL METAL LA, W/TEXTU ED N PANTED I WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: I)yxll)� P.T. OR SIMULATED Yi D 4 FOR BACKER FINISH ROD SEALANT Twim4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECTION � 'F�`LB` VINYL CASING BEAD MASTER COAT CEMENTUEE1, BGIFEED WATER PROOFING NL 1 WEATHER RESISTIVE VINYL CORNER BEm !SHOWN FOR CLARIFICATION OF R-1m3.'1.1 / ASTM C - 641-14a, MIN. 2.5 L55. LAYER (2 LAYER PEEL f BARRIER M „d BEAD SEPARATE ACCESSORIES ONLY) w STIM WRAPPED 1'IRCf1 VINYL - PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECK To �I�eR �61STIVE s CANTILEVER :' BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) GIRIP4STIea C`0 DECKrEhElIRANE. 110EDGE INSTALLATION ® COLUMN = 6WB FLOOR E O OVER DRIP (W1" L" FLASHING WOOD CONSTRUCTION ®® Y x 3' 26 GA GALV. SCALE: NT8 METAL DRIP EDGE WOOD SHEATHING GET IN ROLL BED OF WEATHER RESISTIVE 11!'XI Il♦' P.T. OR BR9JLATE GEALANT,1i' MIN. BARKER M WIOOD (TREX) FILLER GPACE FROM DRIP WRB LAYER M, HARESILIENTWEATHER �$' GAP FOR ��ISTIVE TO TTOT wm 2x PRAMWA MEMBER STUCCO WRAP T �L ER ROD N SEALANT WATER PROCFIN s Tat '!HICK. 9 COAT CEMENT WOOD SHEATHING NG m VINYL CASIBE FINISH LAYER (2 LAYER PEEL N GTIM LAYER (2 LAYER PEEL N STICK) WRAPPED PROM P PLASTER WRB LAYER R, FORTIFIBER THICK, 3 COAT CEMENT 3/4 RESILIENT BALCONY DECK TO BEAQ BUILDING PAPER i PLASTER NAT GNAMEL CANTILEVERA 3 COAT CEMENT FASTENED TO SHEATHING !01, LAYER 5/8, TYPE 'x' DRYWALL METAL LATH �tAH61 TER ,.r,�'• 71' Or— MAX. OctumsLAYER011 METAL LATH I STUCCO STUCCO WRAP P t PAINTED WOOD SHEATHING METAL LATH i FINISHWMXTUMI THICK, 3 COAT CEMENT (2) 2xT2 HEADER GIG' TYPE 'X' DRYWALL WVTEXIURED � PANNTED WOOD SHEATHING PITHIER RESISTIVE COAT CEMENT i i WRH LAYER •2, FORTIFIHER PLASTER FINISH G�� WRAP PLASTER ; HUILDING PAPER i THICK3 COAL CEMENT WEATHER RE616TIYE BARRIER n a' Foerrlve DRAM > WOOD 61-EAT14MG 6'SELF-ADHERING 1 METAL LATH VINYL CORNER BEAD 4' P08171VE DRAM uEEP 6CReED PLASTER vaerL �R mEm WEEP BREED METAL LATH FLASHING - �' THICK 3 GOAT CEMENT VINYL CASING BEAD NO GAP M FIELD VINYL CASMG BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF UARB LAYER n, FORTIFIBER BALDING PAPER 1 CExPLODED IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP ORNER BEAD ® FRAME DRIP CAP 1 DRIP EDGE 11D 11 EDGE INSTALLATION 14A INSTALLATION WINDOW FLANGE WRB L M, i WOOD CONSTRIUCITON STUGGQ W1RAP WEATHER RESISTIVE BARRIER M k CORNER HEAD WRB LAYER rl, FORTIFIBER 9FTH aLOTs A OTT PARK LOT #25 BLK #7 PROJwT# 04161.000-25071 MODRIA 4EHB "2605-HAYDEN" CIAP—tGE aT ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH Wr WEATHER RESISTIVE (FASTENER t SPACING g 7' O.CJ BUILDING PAPER BARRIER n i VINYL c AeWNG eEm METAL LATH i J' THICK 3 COAT CEMENT c`1 PLASTER THICK, 3 COAT CEMENT 1 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER 2 W/TEXTURED • PAINTED UIOOD !NEATNIWG FINISH Sh'SELF-ADHERING THICK, 3 COAT CEMENT 14EADER/BEAM }' CMU FLASHING PLASTER ; VINYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP ! AR E0723 VINYL CORNER BEAD PLASTER APPLIED nPcc Ip Ia_�r_•_, ee_nM DIRECTLY TO MASONRY VINYL CASING, BEAD GAP M FIELD WINDOW FLANGE D 06/14/21 SENORA FOR CLARIFICATION 14 B CORNER BEAD ® BLOCK 15 B CASING BEAD Cam? WINDOW 8*1EXT ac 1/4"=r-o" SEPARATE ACCESSORIES ONLY) EIiiRRT @DRIP EDGE INSTALLATION ( FRAME, NO BAND) TAT A 3 Yi GAP TYP i' THICK, 3 COAT CEMENT WOOD BREATHING G TO RIMS PLASTER METAL LATH LEGEND 1X TRIM MEMBER WRB LAYER M, s STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 42, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD 6HEATHING WRB LAYER 42, FORTIFIBER WRB LAYER 02 (FORTIRBER — • — • — • — BUILDING PAPER ! s'lijl;7 sfi,'-r. t % k ` WRB LAYER "1, ' BUILDING PAPER) STUCCO WRAP METAL LATH METAL LATH X—X—X—X J' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER � WRAP STUCCO LAYER P STUCCO PLASTER BUILDING PAPER BTUcco WRAP 6'SELF-ADHERING ! CASING BEAD WOOD OR �/1 SHEATHING FLASHING ; METAL LATH VINYL ANGLED EXPLODED THICK, 3 COAT CEMENT FLASHING OR PEELG4 STICK SELF-ADHESIVE FLASHING — — — — CAS VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD :------------------------------------------------------------------------- --- - -- - - - - --- J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) - SEALANT PLASTER WINDOW FLANGE BT��YUE AP METAL LATH VINYL ANGLED 11OM 0"TNJGTION I CASING BEAD ' WOWeHeaTHnaa i •: :. `.ti I WRS LAYER 4, FORTIFIBER r,:i ' DEATJ-Mt RESISTIVE BARRIER -1 BUILDING PAPER ! 11MISTIVE s�� j WINDOW FRAME D°MI V WRB LAYER 02, FORTIF15ER METAL LATH ` x T LAP ewrn / \ ' �.g�,� i / BUILDING PAPER J' THICK 3 COAT CEMENT;.' s �\ jr �er� E-Z BEAD VINYL CASING PLASTER' i \ STARTER STRIP DARNER RESISnve I (W/' FLEXIBLE PVC BACKER ROD) ' VSELF-ADHERING I \I \\ EARItlER9 i FLASHINGGALY'D METAL dALVD METAL DRIP CAP z � WRB LAYER 01, STUCCO WRAP, i &xx S• sn I WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE :' { 6' SELF ADHESIVE FLASHING CASING BEAD ® WINDOW Y'„•,;to +, I WOOD SHEATHING 15 C ( FRAME, W/BAND) `,� &AP WCA"*6 2X FRAMING am GEALAINT{� "'EMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------------------------- 9 TRANSITION Y4' GAP TYP d' THICK, 3 COAT CEMENT CASING BEAD PLASTER WOOD BRNOTE:EATHING METAL LATH: LATH TO BE PER SECTION / SEALANT TO WINDOW METAL LATH ; R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. 1 I METAL LATH PER SQ. YARD (UTILITY OR NOMINAL02, LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER P FORTIF15ER BUILDINGER WRB LAYER 01,, STUCCO WRAP WOOD SHEATHING ; WINDOW FRAME WOOD SHEATHING WRB LAYER rl, FORTIF15ER i �� tRucTION VOW-AD!ERM BUILDING PAPER i WOOD &WATWING WRB LAYER 01, LLEATHLR RESISTIVA UEATFER REmSTIYii I Ma--N-'+,'. "e, '.. • . •. i THICK, 3 COAT CEMENT d STUCCO WRAP ��'� �/ \ DAAt R q TO LAP ; PLASTER ! DARNER REm&Tlve i \ S' MIN. ADOVE TOP I BAIveIER a / aii ASHM i WRB LAYER 02, FORTIF15ER ,'�:Ul se°I°°r' I a g BUILDING PAPER / I ASAI�°�T"A VINYL ANCaLED ! S' SALP- �I WRB LAYER rI, CASING BEAD Ttvill d METAL LATH - \� / � i STUCCO WRAP VINYL CASING BEAD STARTER STRIP `\ �� T rieDaMETAL H OVER FLANGE +STICK (EXPLODED THICK, 3 COAT CEMENT ,opt VIEW FOR PLASTER \ I WINDOW FLANGE CLARITY) d,AI.V P METAL UEATMD RESISTIVE W R A614M DA!anele eI TO LAP I E-Z BEAD VINYL CASING I IuyldOOST +�ie OF Z' ABOVE T M Am411,12 P I 2X FRAMING (W/3b' FLEXIBLE PVC BACKER ROD) E.z eEAo VDrrL eaemla y'x S s MEMBER ruwk rLAxIF Pvc i , ViOOD TRIM�R -APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD Ca? RAISED \ I I I BUILDING FLANGE BUILDINCs WRAP `\ IGAP WRAP 1!7A BAND (FRAME) r" uCOAT®e �\ {! oRTnWlltPRM'"VA T -- -- - - -- ---- - - - --- E411MtlER I��.m6TNE D�Altlt� ^glmSNVE SCALE: I I/2' I -0' WATI-M PMSTIVE a-z rAoyINYL e1SM d11VtlER 4 (r; BACKER ) N IDING TO STUCCO w-m FRAME TO FRAME °ARKS" IaTlve ® 16 A 1E Z BEAD WINDOW C A S I N G 9E TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.774�4078 W w W.a bdes Ign gmu p.com AA $: 0003325 I? � evs :v as A EiAT PARK LOT #25 BLK #7 rnoi=T# 04181.000-25071 MODELc 4EHB "2605—HAYDEN" GAliAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 100iIIIIIIIIIIII1 ASPHALT SATURATED FELT 9', 8' AND iP CARE SNOULDSETAI(ENINKEEPINGTEVENTPROPERLY ALIGNED. VENT PIPE IS SEALED IF LIT.—D. MIL IN PLACE SHOVN IN C GALVANIZED USING 1-1M' NAILS AT EACH WRNER. ROOFING CEMENT SNOLiD SE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE K—TER AS NEOPRENE SOOT NI CUL OUT THE OOOSENEC(VEMOPEMNOINTFE ROOF SHEATHING. SIZE THE OPENI NG IN ACWRWNCE WTH THE RECOMMEOED IN SEVERE WEATHER C TAL CONSTRUCTION ZONES. `71•' OHART SHOWNAN THE EVENTA MECHANICAL VENTFAN IS USED, SIZE THE OPENING IN ACCOROANCE :-,' :•.� VENT WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. T -} •yt'; 00 NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. RENIOVE INTERFERING SHINGLE NAILS AROl1ND THE I PERMIETER OF THE OPENING SOTNIT THE NAILING FLANGE OF THE VENT UVS Fur TO THE ROOF SHEATHNO. SLIDE THE ASPHALT PLASTIC CEMENT TOP AND SIDE FlANGES OF THE VENT UP AND UNDER iTNGLES, OMVENTFUNGE3 TO UY ON I6I MOLDED AROUND BASE O PIPE AND OVER FLANGE THE TIE TOP OF THE SHINGLES, IF YI -- o� ROOF HOOD VENT DETAIL O)T NOUtBIRA AT W ANtlLE HMPIED T a N FIC1t0~ LINE OF WNOO OPINM STEP 1 NSTALL S— SILF-ADNERN6 PLAAHM Ovot NAILNG FLANME dAl'se Exf@D S FLA O MN P MK.OW Sul PLEXIELE FLAtHFM 00 Not SEAL Oo1TOM rN STEP 6 T@To FOLD-L "QUM TUC[ M Nt WA FOLD N AT AL12N PL46WNS Illy NT. EDGE OF SILL MO. r'iYJl'"br .I.T FASTRN PANNED acom (CAP MALLS, STAPLM) INSTALL DU'IONT FLENIRAP AS n FLA&M AT TIE PLUMBING VENT DETAILS ADS APHS" — Dam FLASNSM Vet DRIP OAP EOTOAPAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS -..VA-- NG SOF OR HEAVIER FELT UNDERLAYMEM —.LT ROOFING CEMENT S" OF CENTERLINE -EXTRA FASTNw END OF SHINGLELE EXTEND END SHN(YE VA LEAST IY EEYDND VALLEY CENTERLINE —.LAPPED OFF _GORNER ATDEptEES ,i �SHNGLES TRIMMED 2' SACK FROM VALLEY CENTERLINE IT 167/6 CCNTACTOIM IAESPOFMIDILTY TO VERPr ROOF VALLEY DETAIL MPA a ILITY OP 11-M COMPATIBILITY 1 SELF•ADF % W WOUSM IPATIGILITYCP °"PRAPWMR NG UDN9 K-AISI NS P1 mwLS ubw DARNS 00NST10=01L 2. INSTALL ALL MATIDtIAL.S PER PIANAFAGTUPISM Wllr"IN /PECPIC.4TI" gg��SRALANM MAY REACT ADVHMELY F NOr CLEAN AND REAL JAMS TO SILL JONM WITH OW IMS POLLOWNO COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR OC 4EM SHOWN SHALL W NPLE" NTED AT ALL WNDOUIS WITH EVIDENCE CF WATER INTRIAION OELOW THE WNDOW OPENING NTENOR PERIMETER OF WINDOW WITH APPLY 001 IOU (O EOUAL)GRALANTF PLUD APPLIED K ASHNG (LANCO WNITE-SEAL RC-IM at EctIAL) ELOPE SILL TO DI bKm L IT M THIS CONTACTORS REEPOKSWLTY TO VERIFY "COMPATIDILRY CP ALL PRODUCTS NCWDNO SEALANTS N SEWADMOU PLA9*" MATERIALS U8W OWItlIiE CONSTRIOTICK 2. PLASFINS AT EX RRIOR WIDOII! AND DOOR OPENINU SMALL OE SISTALLED N ACCORDANCE WTM MANrAGTU'$M" NSTALLATION RMTRUCTI" AND APPrtorED MMM U OP FISC WIMSA U N ACCORDANCE WTI PENESTRATION t.dNPACTPNM INSTALLATION AND K A414HO NSIIUCTIONS. Y16 A SEALANTS MAY R EA= ADVRMELY F N6 N COFIPATIELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdes igngrou p.com AA k: 000.2. y� s MEN Ls 6 F AMde T PARK LOT #25 BLK #7 PROJECT#A 04181.000-25071 MODEU 4EHB "2605—HAYDEN" GARAGE awrnTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. \\\ NOTE; NOTCH FOR 2X& SUMMAND ONLY \ �1 ®ELEVATION ®PLAN A \ 2x6 SUB-BANb W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA URAP DRIP EDGE I\ '1/8' TEXTURED I FINISH 0 WOOD I `� 2X6 SUD BAND 1/2' TEXTURED FINISH * CMU �\ METAL FASCIA / \1 WRAP Ya' FROM FLAN B STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) ROOF KICK OUT REMOVED FOR CLARITY ` ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL vNOT INTO STUCCO) 1/8, TEXTURED FINISH • WOOD, 1/2' TEX URED FINISH • CM METAL LATH WOOD SHEATHING OR C" M1 WRB LAYER h, STUCCO WRAP (FRAME ONLY) 00 LAYER 42, FORTIFIBER BUILDING% PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT '-I/8' TEXTURED FINISH 0 i WOOD, 1/2' TEXTURED FINISH* CMU 2x& SUB -BAND W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-&' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3� x x x x x�it?; ` t x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x - x x x x x x x x x x x x x x x x x x x x x x x x x x x x K x x xx x/ `G70 SUB BAND DETAIL ® WALL W/KICK-OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 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. Xi ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407.7744078 www.abdeslgngtoup.com I. AA #: 0003325 1 V 7uA9BD OTT 14 RK #25 K #7 Pno"=T* 04181.000— 25071 HODELc 4EHB "2605- HAYDEN" GARAGE 81 MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. scAum 1/4"=l'-0" 1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0 SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.8INDICATES #5 BAR, ®INDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: FYn = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK LENGTH THICKNESS BOTTOM REINF. TOP REINF- T.O.F. SHORT LONG FM-12x18CONTINUOUS 18" (2) #5's (+)0'-0" FM-16x18CONTINUOUS 18" FM-20x18CONTINUOUS 120" 18" - #5FMC-1608CONTINUOUS 18" - ( 's - VARIES CW-12x12SEE PLAN 12"CWC-12x12SEE PLAN 17, - O 's -VARIES F-24x24 24" 12" (2) 'a 1 )# 's TE-1 8" SEE PLAN 8" - 11 ,a - 'A" FOUNDATION PLAN SCALE: 1 /4" = l'-0' JUN d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A 1 g m tills1-1. _ e A13BOTT PARK LOT #25 BLK #7 PROJECT* 04181.000-25071 MODEIe 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 30' MIN. EACH WAY MONOLITHIC FOOTING � A STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED — • •�.•o CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS • _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS++'. , . r ' v� •- I ' ram... `L^'!- GARAGE DOOR S2 w p.{.--�.•; • l—FMB• RECESS ]],� m 8"CMU WALL �, 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR 6 { +-"IOy�I{�� IN FOUNDATION WITH 30" LEG EACH m w + 0. WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... •j ' SO THAT THE STEEL REINF. IS CONTINUOUS '•I j'/`�T� �'�'—• ' ^ ,q�__._.•��y,;—..., 1 I MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR - • SEE SLAB SCHEDULE T7.111• 4 BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1STORY) `. "' ••y' EXT. PORCH SLAB /_ - V IES _ SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER .I�I� I� LL �- a. CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE=p. MASONRY UNITS SET AT ELEV. W/ 1/7' ISOLATION ^ 6" CHAMFER (2STORY) W/ 1/7' ISOLATION (1STORY) 0 -0" JOINT (WHERE { APPLICABLE z {#4 24" SEESCHEDULE fFS 30" JOINT(WHERE APPLICABLE) 6"CHAMFER (2-STORY) : {. A. BEE SCHEDULE .. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s ` FOR WAD, BAR SUE #6 Wt z FOR MID BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND SAR QUAN rY N NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE SCALE 3/4"=1'-0' CORNER BARS DETAIL 4 OR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONC. s w POURED CELL LAP TOP PLATE A MIN. OF 48" o 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, V O/C BTM. VERIFY HEIGHT g #4 REBAR @24" O.C. ®CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN # SLAB w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/SYP No 2 STUDS SEE 10 I PLANS FOR SPACING. SINGLE I NEW REINF. BAR BTM. PLATE TO BE PT. c SECURED W12- PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO ' 2" CAPPED 5 EPDXY. MIN. EMBED SLAB W/10d MASONRY g 8", UNO NAIL 16" O/C STAGGERED. •`4• GALVANIZED PIPE a Q FOLLOW ALL MANF. ADDITIONAL METAL § W/FLANGE BASE y SPECIFICATIONS FOR CONNECTORS NOT 4" CONC., REINF. W/ USE AND I REQUIRED WHEN NO M • 1 6'k6" #10 WWM ON $ PREPARATION OF UPLIFT IS PRESENT. 52 .I� MIL POLY ETHYLENE VAPOR BARRIER ON w 1 4" HOLE. - SEE SLAB SCHEDULE • WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE X 2114" SLAB W/(4) 1/4" m? -0' TREATMENT SHALL BE BORA-CARE TAPCONS . TOP OF SLAB f (2) CONT. #4 REBAR 4" CHAMFER (1STORY) 'E �= • ;'- �r ,i—.- . 4 F 5" CHAMFER (2-STORY) • ' ' 4 (2) #5 REBAR ON CHAIRS♦ • a 2 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 12" MIN. DEPTH INTO z ,000 COMPACTED SO IL FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL F ITY AND BAR QUANTITY SLAB HEIGHT LESS THAN SOIL O PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP LLARD MONOLITHIC FOUNDATION 8 SCALE: 3/4"=1'-0" 090 6 (NO UPLIFT) FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0' scALE:3/a"=1'-0' 1 A SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN, OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE s CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO S u SPACING REQUIREMENTS PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL Q 16' O/C STAGGERED. ADDITIONAL METAL m w # 2 CONNECTORS NOT O REQUIRED WHEN NO UPLIFT IS PRESENT. LINTEL CONT.(TYP.) 8" CMU FILLED CELLTYP. ( % 8" CMU WALL '° f 'B TOP OF SLAB qTOP OF SLABSEE SLAB SCHEDULE2X WALL FRAMING • • TOP OF SLAB 1POURED 1/Y' DIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB ♦ CHAMFER (1STORY) ,4 a . • q 4' BAR SIZE 48 BAR DIA : ' ' GROUTED CELL, 4" FROM ENDS AND 6 6' CHAMFER (2-STORY) #3 18 m • 4 • • 16' O.C. VERTICALLY MAX NT (ISOLATION JOINT (WHERE • JOINT #4 24" 4{ { APPLICABLE) i MATCH STEEL #5 30" 4 s REINFORCEMENT 6" PVC CHASE U PER SCHEDULE 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR WAD, SAR SIZE THRU FOOTING #7 47' AND BAR QUANTRY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO AFOR MD, ND MRQAR82E AND MR QUANTITY PVC CHASE PER SCHEDULE JU'v 9 SCALE 3/4"=V-0' (NO UPLIFT) BLOCK WALL CONNECTION SIH� 11 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L AA #: 0003325 M 9tmDly. ee WTI: ABBOTT PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 MODRU 4EHB "2605- HAYDEN" GARAGE BVMG: RIGHT PAGE: DETAILS 6 PH EXP.zg TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ id' HOOK Z GROUTED BOND BEAM VARIES PER ELEV. b � ee s 3 CLEAN OUT REQUIRED FOR INSPECTION i TIE`/ERTICAL REBAR e� S TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR CIA. #3 16, #4 24" #6 1.1 #6 36" #7 42" HORIZONTAL/VERTICAL RNFORCING SCALE: EI3/4"=1'-d' NEW REINF. BAR SECURED W/ 2- PART EPDXY. MIN. EMBED 6•UNO a m a FOLLOW ALL MANF- SPECIFICATIONS FOR z m I USE AND PREPARATION OF HOLE. A �!m a !a ,a •b e. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. METHOD #4 1 24�' HORIZONTAUVERTICAL #5 30" REINFORCING #6 36" 2 #7 4Z SCALE: 3/4"=1'-0" #5 BARS 0 a• 1 {I' ■ 4 CMU UNIT DIMENSIONS k ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-U' IN 4, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 • vzs � 19 qp O g ABBOTT T PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 moDEia 4EHB "2605-HAYDEN" GARAGE SWMG: RIGHT PAGE: DETAILS 60 MPH 1XXTALLel►relUK 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER (M 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE�PTM REMARK 1Q 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.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 (Pc psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 806 (1)p5 (1)85 N/A GROUTED SOLID BB2 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F8l1 T/OM/OB BFB/1T/OM/OB 8 .w vamw.a. 11NM/UB r�rv�oncu unrwuc au -,a FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = T-O" i441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA B: 0003325 A oil III 8 ABBOTT PARK LOT #25 BLK #7 PiiOJEOT# 04181.000-25071 MODEIa 4EHB "2605— HAYDEN" GARAGE DIFMG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 H 1 BCALE: 1/4-=l'-O.1 s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e ,A- J REINFORCING (L2) q. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR FW6' b 014 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM tl5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / ,#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. I- 1. 1441 N. RONALD REAGAN BLVD. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--�F VERTICAL REBAR W/ 10' HOOK p9`''�� 8x16 DEL. BONO TOP OF 10 LONGWOOD, FL 32750 / 1 S BEAM W/( BEAM BAR BOND BEAM PH: 407-774-6078 �\o<H EACH COURSE FAX: 407-774-0078 • / www.abdeslgngroup.com p 8x8 BOND BEAM TOP OF AA #: 0003325 • p�� F =FILLED W/GROUT W/ (1) #5 BAR .*: BOND BEAM �" TYPICAL I O U =UNFILLED GROUT SOLID FROM TOP NOW LINTEL TO TOP OF BOND OF OPENING y WIDTH # OF #5'S, IN' BOND BEAM, IF FILLED LINTEL #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 M111 O 16-1 T/1 � B 8x8 PRE -CAST CONCRETE ������ MINAL LINTEL W/(1);YS BAR (L2) MASONRY # OF #5'S, TOP LENGTH - BAR =WIDTH OF OPENING OPENING-7 ` CORNER T ATXFXENGINEERS INTENT M1013INDICATESADOUBLEBONOBEAMDBEAMCOURSE OR #OF#5'S,BOTTOM B 8PRE-CAST CONCRETE BEAM DESIGNATION 2 SCALE: 3/4"=1'-0 REINFORCING OF BOND BEAM ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER 1 IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" AND XUXX- iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 1 lay p� #5 BAR BENT ASSHOWN PRE -CAST i31'R 2x6(MIN 2 X 3) 23/16 TAPCON 'e. OR DRIVE PIN (MIN SHANK WINDOW 2 ,OR ZE.D5 VE PIN (MIN 300 SHANK SILL f MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114' EMBEDMENT H 4 2x8 (MIN 2 X 3) (MIN 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 #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND NSINC2-12tl PER ERE TO LK. EA. ENDHING / BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING SILL CONSTRUCTION CMUWALL CORNER BARSBQALE:1ARCHWAY FRAMING DETAILS AT CORNER STEP 5 SCALE: 3/4"=1'-0" l 3 SCALE 3/4"=T-9' I• a SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF s. FILLED CELL BOND. BEAM a � Ea • PROVIDE #5 BAR AT EACH SIDE S ABBOT'S PARK LOT #25 BLK #7 PROJECT* 04181.000-25071 acoaEie 4EHB "2605—HAYDEN" GARAGE S711NG: RIGHT PAGE: DETAILS 60 PH WHERE: tl6 = END DISTANCE %= SPACING BE EN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS . = EDGE DISTANCE J 72 STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE: 3/4"=1'{f � SCALE: N.T.S. rATM 06/1 1 CALE: 1/4"=1'-0" HEET S�.1A WOME M Ri/IB6 VACN8 tl. =2" MIN, 2 *'MAX s. = 2 }' MIN, 9" MAX W� a =7 }" MIN, 2 }, MAX ea=}"MIN,2}"MAX tl. =2" MIN, 2 *'MAX s. = 2 }' MIN, 9" MAX }'MIN, 2 }" MAX e,=*'MIN, 2�'MAX d. =2" MIN, 2 *'MAX s,=2j'MIN, 9" MAX -1 J'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 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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. TRUN MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 829 SME PLATE OR REMARK DE8CRIFTION REINFORCElMENT WD-1 4X6 (3 Ys"x5 X") SYP. HTT4 W/5/8" DIA x 5' 5/S3.tA PT., WOOD POST EXP. BOLT r------ --- T ( _FIRE � �T.2T.2�� L-------J 3W, SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD --- Jx;I 1 DRAFT STOP 11 PRE-ENG. FLR. JOISTS II I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM1 TO CMU 8BAP80N LOIM14643DB WI I TnM HD ANCH (4)Yf x23r 8D88CREW FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 �p a ILL31 IABBC PARK LOT #25 BLK 7 ROJECT*: 04181.000-25071 MODEIc 4EHB "2605-HAYDEN" GARAGE ISVFMG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH W. 1177 Bf-z�A M1.ZIN31 11m s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" OIC, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING L A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE"SON PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON 0 (9)10d x 1 �' NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO Bj2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR TRUSS ANCHOR WITH NOTE APT SYP #22" x 4", TRUSS AND (4) 1/4"x 21/4" (12) 16d x 1 �"' NAILS TO TRUSS SHEATHING TITEN 2 ANCHORS TO (9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED DBL STRAP, ' EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE S' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: APT SYP #27'x4"• CONJUNCTION WITH ACCOMMODATE GIRDER HTSM201NSTALLEDON PRE-ENGTRUSS (i6)10dx3�"NAILS TO GIRDER AND N 8"x 4'-0" MAY BE ADDED (2)) 10d x 3 * HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 14141 N. RONALD REAGAN BLVD. CONNECTOR BLOCK WALL W/1010tl TO LONG WOOD, FL 32750 WITH (12) 16d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATETRUSS A-(1)SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL wwwa designg��com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)1' x 5" TITEN HD TO CMU AND (12) SOS AA #: 0003325 2x SECURED W/ (3) 16tl }" x 2 }" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD 8-(1) SIMPSON FG7R GIRDER TIEDOWN WITH 1x2 SECURED W/ lOd TRUSSES @ 24" O/C, (2) �' x 5" TITEN HD TO CMU AND (18) SDS *'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA 3" TO GIRDER 17' O/C FOR REVIEW SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ N t6d AND APPROVAL GALV. COMMON NAILS. (2) �" x 5"TITEN HO TO CMU AND (18) SOS }" 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 17• Otc SEE SCHEDULE SOLID, B' 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 LEE (2 OR 3 PLY) 7COVER & 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U'2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE SMISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ TYPICAL ROOF SCALE: 3l4"=1'-0 1a 1b 1c GIRDER CONNECTOR(S) B°A` 3"='-0' 2a 2b 2c SCALE: GIRDER CONNECTOR(S) 6"" MAX (W/1X4) OR 10-0" MAX (Wt2X4) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE lx4 DIAGONAL BTM.CHORD BRACING, SEE R AT tl PLAN FOR LOCATION litOT RF(11 MAY IIRF BE ILL PER ELEVATION PRE-ENG WOIST LSTA1220GAUGE W/ 10dxlf2 HDG COMMON NAILS. EACH END TOTAL OF 10 4500 6000 80 90 nIL10� 3/4" WOOD PANELS (2) 1/2" WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER11 JT•1L BTM. CHORD OF \\\�\ WOOD ROOF TRUSSES \\ (2) 2X4 No.2 SYP DIAL. Zx4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA —TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 41 0" O.C. (AT SHEATHING kX IV l�� 5/8" GYPSUM BOARD OR 12" HIGH - - _ -- -- -- 0'-0' TO 30'-0" (1) "X" BRACE ``•"•'V� STRENGTH _LG. BOARD 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE Q SECURE IJOIST TO TOP PLATE LVUIJOIST WITH (1) "X" BRACE 0 CENTER TO ELK W/ 12' DIA. BACKER BLOCK 12) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' w/ (2) 12d TOENAILS FROM CENTER TO END. tx4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6' 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32" 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/ 12ds 8" PLANS FOR SPACING. SINGLE STIFFBACK SS PER O.C. MAX waamm BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ sm PROVIDE DBL. TOP PLATE HTT4 W/ 5/8" A.B. WITH 6 SCALE' 3/4"=1'-0, (2) 1Od's C EACH TRUSS 71411=11111111 /, MIN. T' EMBEDMENT TO BE INSTALLED 0 PROVIDE BLOCKING 10'-0" O.C. MAX. 6000 3i4' WOOD PANELS TO SLAB & (18) 16d x 6D00 (2)12"WOOOPANELS ,2•GYP.WLBD. 2-12""AILS TO POST.' PERPENDICULAR TOI-JOIST 60 (2)12" WOOD PANELS POST TO SIT DIRECTLY •;• e0 2x LUMBER /— SEE SHEET S1 1A FOR ON SLAB (2) 2X12 / NAIL SIZE AND PATTERN • __..__ ___ __ __.. I _ .."......,�.. SYP. P.T. is 24- MAX, W/ 24- MAX. W/ 6PACING V BO OF SHEATHING WOIST WOIST FRONT ND BEAM REQ. SEE FRAMING PLAN TYP TYP LEDGER e END OF >n • e e LEDGER n•;� , • ° i + •1• �' . 'e . e. � e BOARD 4. (2) 2X12 SYP P.T.- (2) 3/4" EXP. BOLT LEDGER BOARD TO J- r OR TITEN BOLTS REAR I -JOIST CONNECTION L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2"WASHER&512 LEDGER BLOCK WALL W/ GABLE END 4 SCALE' 3/4"=1'-0 5 SCALE: 34"=1'-0' WITH (NO UPLIFT) PARALLEL TO I -JOIST 1-JOIST MIN. EMBED. (TYP) 7 SCALE: 34"=1'-0' PRE-ENG D TRUSS (2) 2X8 USa24" MAX. WI 24" MAX. W/ 8" MAX. END SYP. P.T. O H ATHI I -JOIST WOIST 6PACING FRONT SEE FRAMING PLAN TYP TYP LEDGER END OF w LEDGER w J B NOTCH DEPTH 1/4°D d ° ° BOARD Cl HOLE EDGE>-6' W 7X8 SYP P.T. 1/4"X6"TAPCON THE USE OF ALTERNATE MATERIALS MAY BE "4!! LEDGER BOARD TO W/ 3" MIN. EMBED REAR T BOTT T: PARK LOT #25 BLK #7 Plt0JEcT# 04181.000-25071 MODEic 4EHB "2605—HAYDEN" GAP—tGE a7nNG: RIGHT PAGffi: DETAILS (I —JOIST) 6VWHAV. OLE DIAMETER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE <2l5°D SGL. STUD OUTER 1/3 OF To (JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTSlTITENS 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'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3141 WEDGE-BOLT/J-BOLT, 5" MIN. 3, ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS I f ) EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSf(ITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 6'MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. OR AND j AS THE ROOFTRUSSES ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLO EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 RUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS Wl (4) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN, EMBED(24)16d GALV. COMMON NAILS TO HEADER AND 12)IW-1/Z'GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 1 • 1 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE 1�LBOAHiANCE 0911w PAONG BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 34' WEDGE-BOLT/J-BOLT, S' SUBJECT TO FI AND F2 FORCES. PLATE <3/5°D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A DOUBLE SYP 2x8 1 1/4" 81' 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 1. 24" O/C MAX. E -SIMPSON MIU4.75/16 G < 3455 LBS.,U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN, NO �r STUD NOTCHING AND BORING LIMITS 8 SCALE:11/7=1'-0 GALA!.wnnvvnnw Q—A.—nry k,) . ,c Gnw. rvn�w ,.. wi�i FL#1ED 7241 WOOD LEDGER , ATTACHMENT DETAIL SCALE 3/4"=T-0" 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-BOLTIfITEN BOLTS W15-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAIL i-JOIST 10 SCALE:34"=1'(Y' ALTERNATE MATERIALS 11 SCALE:34"=1'-0' - nATjC: 06/14�21 scALE:1/4"=1°-0" HEET °��1• /A� , 1 3 • I {.� SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH SIMPSON H6 W/ (8)8d COMM^" EACH END PLATE STRAPS W/ 10tl x 1 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0 8" CMU WALL REINF. PER PLAN PER ELEVATION A. {{ PER ELEVATION 20 P.T. CEILING / NAILER W/ MASONRY NAILS 12" O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG C 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8"CMU WALL —�' X 6" TAPCONS REIN`. PER PLAN PER ELEVATION a� IJOIST (SEE' o FRAMING PLAN) i PER ELEVATION 24" NAx. (2) 2x4 P.T. W/ / MASONRY NAILS 0 12" O.C. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 IX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3W AS SHOWN JOIST (SEE FRAMING PLAN) DBL 2X12 SYP#2 LEDGER, SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PERPENDICULAR tl TO BEARING ON EXTERIOR WALL 4 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD . SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024" O.G.MAX NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD PRELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN 7RU887b TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2" A -SIMPSON MT812 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 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. S - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE WI 12d's W 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 STM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• 5. SIMPSON SPH4 OR SPH6 STM 117' GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 1 /2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECUSTALLE FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS @10's�EC.M TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16' 1 Oa 10b 1 OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL �` „,o,,„ • A - SIMPSON MT -12 U < 990 LBS W/ (14)10d GALV NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS WI (20) lOd GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 210 SDS TO POST TRUSS CONNECTION L.B.W. P08T70KOCONecim 9a gb SCALE: 3/4"=1'-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C _SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-774-4076 www.abdesigngroup.com AA #: 0003325 1 V J A 9 ti re ABBOTT PARK LOT #25 BLK 7 PROJECT# 04161.000-25071 HODEZA 4EHB "2605—HAYDEN" GARAGE BIWMG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH JUN SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ip gtmDly. de LOTABBOTT PARK LOT #25 BLK 7 120JECT 04181.000-25071 MODEU 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH W. 202 %, NO 9a J DATM 08/14/21 scALE: 1/4"=1'-0" 8*1=T S 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Odx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1Od x 1 112" 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEOMPnON REMARK O (2) 2x8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O,A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) �H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID 812E SPACING SB1 MASONRY 3000 8xl6 (1)q8 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)p5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES Room —MENNEN 8F8-1T/OM/OB 8FS-1TIOWOB o � ems lk GT A 8F8-1 T/OM/08 spy \O $ :Y1 � €1* 4 ol'It 4 '4. A U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, q. ,e` TOP OF WALL EL 17'-4" � g fie14 r � , 40 t10 jr g� 8— m� F8iTe /OM/OB T,> � 2.1 F' 8F8-1T/OM/OB ?°%F8.1T/OM/0B BFB-lT/OM/OB iWvfm ------------------------ SECOND FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" ie• 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 V Q Q� g ABBOTT PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 HODE71 4EHB "2605- HAYDEN" GARAGE B'VrMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH E "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH am We 6-IT tr ITAB Irma 1Tme TYPE LENGTH � PLAIN � SOLID TYPE 84kIT 6(WIT 800-1T GM44T eras -IT 026IT awls61T71 ITn ITn ITne ITn MU OM"T 820-27 eru.2r MU WMT 3'�' PRECAST 1438 e62 3114 4217 amOmIasi 9'�' PRECAST m 1024 3'�' PRECAST 15e9 3524 4394 OM 6132 7001 2106 6118 am710e 9081 10000 15e9 8524 4894 89ee e182 7001 4'-0• PRECAST 1065 700 2305 3125 3945 47e6 65e7 4'4r PRECAST 514 783 4%W PRECAST 1383 3000 3816 4570 58ffi s079 1011 0118 7102 am 7027 8751 1803 3000 3015 4570 58ffi e07e 4'$' PRECAST 819 us 1TM 24W 8088 m4300 4'-8' PRECAST 591 4$' PRECAST 1207 2582 3378 4043 4711 we 1effi 5743 7547 0702 0541 7805 1207 2707 3375 4043 4711 GM Ste' PRECAST 931 1247 1999 2000 3129 3eee 424e PRECAST 411 411 S 4• PRECAST 1016 180e 2874 2044 3513 4084 1319 4480 7195 7342 57e0 amSte• 1016 2276 ffieb 8899 3061 4064 5-10' PRECAST 817 1024 1031 2099 250 30M 3470 5'-10' PRECAST 340 339 5-10' PRECAST 909 1409 1971 2443 2815 3387 1161 m77 55 m6778 we gp 20e0 208 3107 88ffi 4133 8'4' PRECAST 892 1189 3227 3031 3707 4383 owl S'r PRECAST 410 721 S$ PRECAST 886 1201 1578 1ffi6 2332 2709 118e SW4098 1064 10000 88ffi 836 1806 29ffi 2790 8261 8712 T-8" PRECAST s70 938 249eW8 2205 2M 3101 eee6 T 8' PRECAST 303 534 T-8' PRECAST Tie No 1181 1402 1743 2M5 938 2 340e 4864 7057 e472 727 104 2125 24ffi 2527 3= 9' 4• PRECAST ese 1508 nN 201 2818 2e21 PRECAST 192 384 9'-4' PRECAST 40 See m m1120 1310 68e 1074 2ffi8 3081 400 48e9 672 1318 lea 19" 2164 2519 10'$' PRECAST 308 487 1247 1787 1904 2163 20ffi 10'$' PRECAST 151 301 101-c PRECAST ON 406 612 755 899 1042 ON Iw 1867 27e1 3222 a7e4 604 1180 1472 I7e8 1710 I989 11' 4' PRECAST 330 $44 1312 1742 2252 ffi88 eee0 11'aF' PRECAST 132 417 11'�' PRECAST 430 405 530 m7r7 872 544 1812 1742 2282 2eee 8662 4ee 1042 13T! 1818 1470 1710 PRECAST 5N Imo 1598 204e 2590 3191 12'-0' PRECAST 111 370 12-0' PRECAST 383 m476 6e7 m m12-0' 507 Imo I= on 2688 3171 440 940 1300 Iwo 1314 1478 13'-4' PRECAST 270 433 1045 1385 1732 2157 2585 13'�' PRECAST 82 298 13'r4" PRECAST 306 808 m 484 575 645 474 1045 1305 1732 ffi10 2606 Bee Teo I057 1312 1071 1203 PRECAST 264 808 M 12M ION lebe 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 218 m443 WO m14'-0' 300 we 1272 low I950 28e9 � 717 98l 1102 976 1133 14'-8" PRESTRESSED N.R.468 NR NR NR NR NR NR 14'-8' PRESTRE88ED N. 283 14'-8' PRESTRESSED no 422 m m746 m 1079 1429 1024 2217 V12 248 on goo 1287 1474 1715 is-C PRESTRESSED N.R NR NR NR NR NR NR lew PRESTRESSED N.R. 252 15'�' PRESTRESSED 224 8s7 464 574 664 mffi1 412 1014 1340 1703 2118 8 230 Ole on 1134 1353 1672 1T�4' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T�' PRESTRESSED N.R.183 1T-4' PRESTRESSED 187 326 305 451 587 0s0 m1121 1413 I78e 2047 102 000 720 501 1135 1312 19'�' PRESTRE88ED N.R.no NR NR NR NR NR NR 19.4" N.R.148 19' 4' 102 208 348 480 513 505 788 900 1200 "a 1718 18s 40 an e08 969 1006 21W PRESIRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'4' PRESTRESSED142 210 306 361 454 627 I80 m$33 1036 lies 1466 142 373 687 w0 Ole 943 22-V PRES p N.R. NR NR 22'-0' PRESTRESSED N.R. 118 2Z-W P ggEp 187 2ffi 869 4ffi 16 1e6 650 7e4 784 99m 02 20 1208 1861 /87 856 51 618 ee9 779 900 900 24W PRESTRESSED N.R. NR NR NR NR NR NR 24'4' PRESTRESSED N.R. 91 W-W PRESTRESSED 124 174 245 802 300 418 In 450 654 024 1014 1147 124 819 455 1 6I 607 798 - ALL VALUES TAKEN AS THE LESSER FROM WEE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 go a LIT-J- 1 8ATT 13BO PARK LOT #25 BLK #7 PitOdECT# 041131. 000-25071 MODELc 4EHB "2605— HAYDEN" GARAGE AWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH E . A HIP ROOF L w. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF FOR ASPHALT �SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1(40120),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS U 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 21P2' 0,131 F1667 SCREW SHANK 70 000 RING 16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F667 1RS-01 SCREW SHANK PER INCH) RS 8d RING SHANK, PNEUMATIC 2 3/8" 0.11$ F1667 SCREW -NAILS RSRS-Ot RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.S. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING Q 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA ENO. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE RaOF 8NEA7fiN0 ATfACl6iBfr SPACNO ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS C 4" O.C. ON EDGE AND V O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN EDGES tm<"O C. TOP 4 BOTTOM TT.M EDDES i W �o �6 8 ##prMp M� In to ........... 11 - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING _ #8 2" DECK SCREWS 0 6"E' O.C. MAX E4GES & 12' O.C. MM 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 G� i'I' ERAL NOTE$: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3+4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECI FICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER W�: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES CONCRETE ARE TO BE CHAMFERED y/'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION OF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 8-Mll CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON BARRIER MEMBRANADHESIVE E CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED S INCHES ANDSEALEDWITH ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSION$ FRAM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DEBKM LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non -concurrent 10 psf BTM CHORD won -concurrent DEAD LOAD DEAD LOAD IS W TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 W w/ No GYPCRETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf VIAND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY IU LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40PSf SHOP DRAWING REVIEW: SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WELDED WIRE MESH: WELDED WRE MESH, SHALL BE ASTM Al D641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. RENFOMNG STEEL REBAR SHALL BE ASTM A615AO15M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL A x BARN . UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S AND VERTICAL BARS SHALL LAP 6 O E REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TVVO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C 476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" L GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN DOCUMENTS WILL WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO IT. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Do, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRE SHALL L ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: L 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'-1- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNEWS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3•FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS) B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12' FOR 05 AND SMALLER Y FOR #B AND LARGER C. FOR CONCRETE NOT D (POSED TO WEATHER 3fP FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.0 STRUCTURAL8TEEL- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500lA500M GRADE 8 F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/ISSN GRADE B TYPE E OR S F = Y Y 35 kei. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-01 PIPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRAGNG METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE I TYPE SPACING REMARKS APPLICATION SIZE TYPE _NG REMARKS +x2 PTFURRINGTO RY/GONG. CASE NARDENFD CpI +1/Y LONG, B OK; GARAGEDOOR&ICK TO MASON3Y/WING. DA WASHER TAP-NMASONRY FAS TENER S- S... AL.1 DOORS CASE HARDENED COIL 8"qC NWW/DOOR/FASTENED GARAGEE00R BUGc 3I6Ntl0.0AOR BOLT IS'OID (&e"DA' <' EMBEI.CENDOST., I PT.SEENDTES Yl LpNG. STAGGERED INTO MASDNiV/CONC. TO MASONRY/-- RCONTACT EXPANSION Za"O/C 1vT 0W 3'EDOE DST. WTNDOWSUCK DASEHARDENEDCOL 1•— IMNWWNOOWFASTENED METAL STRAP To THIS ENGINEER FOR SPACING +K PT. SEE fgTE6 NAL++rPLOND. STAGGERED INTO MAsoroancoNc. MAsoNRV loauc. REQUIREMENTS EX SNINO DOOR (3)3I— "TAfCOHr II EMBED, S END I NONSE -WOOD t?- EXPMISION 1'EMBED a•Ero bQC BUCK 9I PT, SEE NOTES NO WASHER FASTNER I�OO DI.I. I"Z' EDGE DST. TO CON.. SIPe SNER BOLT DGEDISr. . IT WTNDOW BACK 0.—PAP.]i/S` e'DO �• END. DISr.,+1R' P Os DEL COL., SEE yyggyER 8TAGGERE. EDGE DST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. 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 2, MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 2 � M 5 3 � YC OC i 0. ABBOTFP' PARK LOT #25 BLK #7 PROJECT* 04181.000-25071 M0DEU 4EHB "2605— HAYDEN" GARAGE S19IIV'G: RIGHT PAGE: DETAILS 60 MPH EXQ. 1 DA.�: 06/14/21 SCALE: 1/4"=1'-0" SHEET sN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA WOOD BOARD BY OTHERS 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @- /17 12" O.C. MAX (INTO ® FASCIA J-CHANNEL 30 OSLOT ) IN J-CHANNEL 1 o" MAX. e O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN @ STAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 8" MAX.-fl l— DETAIL DO STAPLES INSTALLED- -/-CHANNEL THRUSOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS 3Q J-CHANNEL-/ IA P1rT A 11 r V-VI 1/'II YIYLL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L' lo--SPAN 'L� BATTEN STRIP ANCHOR @ 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BY OTHER EMS. 1X2 WOOD BATTEN 11 r=i7,_S QFFIT 1O �J-CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER /-TRUSS/JOI LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO O7 STAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN -- �2X2 WOOD BATTEN 10 O SOFFIT - INSTALLATION SCREW, 8 ----EAVE WIDTH HEAVE 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 2 1/4" NSTALLATION SCREW, EMS. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEWASONRY) BATTEN ATTCHMENT 8" MAX. FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7� WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) 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. .08 DETAIL A 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD READ. LONG WOOD, FL 3>l� PH: 407-774-6078 FAX: 407-7744078 wwwZbdmigngroup.com AA #: 000332b g a Lis. auDDIV. & LOT 0144 ABBOTT PARK LOT #25 BLK #7 PROJECT# 04181.000-25071 MODEu 4EHB "2605- HAYDEN" GARAGE 91NWO: RIGHT PAGE: SOFFIT DETAILS 60 MPH EXP. 17 aCALE: 1/4"=1'-0" BFIEET sD1 Dc+�� -7 U s 1