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HomeMy WebLinkAbout7760 Sail Clover LnV, _ 992'605-4EHB-HAYDEN99 t H 0 M ES Y} 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 -F60RIDA BUIMBIG CODE, MMEMM, ABV ABOVE LA v LAVATORY DATE DESC[UPTION O,I2gM 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 7'1'B EDITION (M) -AM IACAT AND STATZ COME -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -1H11. INTERIOR FINISH- CLASS B AC AIR ACT CONDITIONING M C LUMINOUS ALT. ALTERNATE ADJUSTABLE MFH. MANUFACTURER AMAMPERAGE MM, MINIMUM MEDICIN T P. BD. BOARD MT METAL THRESHOLD CL CENTER LINE MT D MOUNTED CAB. CAB MET MTL METAL CLG CEILING N.T.S. NOTTO SCALE eVI5AS BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FIRST FLOOR PLAN O2A3AB ADDED ELEV. G PE 'J' I W WTN SIDINR MARK 5=6 w/w/io BID SET RE -ISSUED 04/11AS FOOTING REVISIONS PER M. BOWES TAMPA, FL 33637 TELL 813 740-9720 (813) 740-9715 -BASIC WM SPEED - Vult=160 11PH Vead=12I MPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL CLR CLEAR OC ON CENTER CONC CONCRETE PL PROPERTYLME CPT- CARPET P.B. PUSHBUTTON CT CERAMIC TILE PH PHONE D. DRYER FLY PLATEFAX: DBL DOUBLE PLYWD PLYWOOD PG AIA-FLOOR PLAN SECTIONS/DETAIS PG A2-SECOND FLOOR PLAN PG A3J-FRONT & REAR ELEVATIONS "J" PG A4J-LEFT & RIGHT ELEVATIONS "J" � ,� I -JOISTS INCORPORATED INTO MASTER FLAN 06nens CONSTialCtICN DOCU'1ENT$ RE-IssuED WMAS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLAIRD DETAIL AND STATE CODES D.G. DUALGLAZED PR, PAIR DIA DIAMETER PT PRESSURE TREATED 0V26A9 DETAIL- 'ADDING. BAR TO BOND BEAM' ADDED TO 612A PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA F. RETURN FRIGERAIR TORILL DR. DOOR REF. REFRIGERATOR D.S DOWNSPOUT RM ROOM DTL. DETAIL R.O. ROUGH OPENING PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 02/26A5 PLAN MAINTENANCE STATE OF FLORIDA r SQ.FP. CALL. S 03rAft REVISED LINTEL SITE AT FRONT ENTRY DOOR 04126AS UPDATED LEDGER BSPACING BOLT SIZE < SPAC PROFESSIONAL ARCHITECT: ISTa.RLIVING 1104 SCSFT. Dw. DISHWASHER SC. SOLID CORE EXTDR 06/" REVISEDI-JOIST LAYOUT PG DI-DETAILS ROUND A ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 407 Tel: ( ) Fax: (407) 774-4078 2ND RR ING ILIVSOI SQ FT. TOTAL LIVM 2605 S61 FT. GARAGE 431 Sa FT. POW-4 ELEY6 W 43 SGl FT. TOTAL ELEVS 'J' 3005 SCL FT. 8KIV PAno S0 SQ FT. EA EACH S.D. SMOKE DETECTOR ELEV ELEVATION SIT SINGLE HUNG EQ. EQUAL SET. SHEET EXH. EXHAUST SETHG, SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GiEX. FIXED GLASS SIM. SIMILAR F G FUEL GAS SL. FINISH SL.GL. SLIDISLIDINGNG GLASS FIN . FIR- FLOOR STD. STANDARD FLUOR FLUORESCENT BWB SHE 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 GF.I. GROUND -FAULT CIRCUFF TO. P. TOP OF PLATE MTEARUPER T.D.S. TOP OFSTAR GGLASS TOP. TYPICAL L PG D2-DETAIS PG D3—DETAIS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 06/iVH ADDED LED LV*n TO rITCFEN I BATHROOPMS I MMAW BOLES 01/13/P3 ADDED STONE OPTION TO ELEVATIONS 'G','H','J' t TC' �3Ay LEDGER BOLT SPAciNG WISED lOY29AS ADDED OPT W-O' CEILING HEIGHTS 0V01R0 REPLACE USP CONNECTORS WITH SIM'SON COPNEOTORb 03/OWO IREVklED DETAIL ON SHEET 172 OPT. &-0' CLG. Wit 04R®il0 REVISED STAIR SECTION DETAIL FOR Of-0 0.G W.T. OVOIAI 2020 FBC UPDATE 03/03/11 ADD SOFFIT[>ETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD. GYPSUM BOARD UN O. UNLESS NOTED HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HD R HEADER W WASHER 03/05/21 ADD FLAT HIEADER T'-6' APR (S'-0 CLG ONLY) PG Sl-FOUNDATION PLAN PG SIAA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER W/ WITH INS INSULHEIGHATION MSUL. INSULATION WD. WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. , MT. INTERIOR WDW WINDOW WATER HETER W I WROUGHTIRON PG S1.2A-DETAIS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.lA-DETAILS PG 53.1B—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's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5.1A-SAFE LOAD TABLES PG SB-ROOF FRAMING PLAN PG SNl-DETAIS RESPONSIBILITY FOR INTERPRETATIONS OF PG SDI -SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. U N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigDgroup.com AA*:0003325 JW m � V O 1ry C W < 9 41 m R BLTHDIP. 6e Lo :, ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEIs 4EHB "2605-HAYDEN" GARAGE 81rMG: RIGHT PAGE: COVER SHEET 60 MPH E . 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARP09M 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 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 M. -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 Y INCH GYPSUM BOARD OR EQUIVALENT. TNTE woo 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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B" 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. T. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-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.' TUBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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. PL1N6N6 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. EKFERM WALLC� 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 1.5TIMES THE DESIGN PRESSURE EXiH001t Fri 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-C926-1 Bb, ASTM-C1063-19a & ASTM-Cl787. 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 - 1"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. FM REMANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. ExpamCIELM 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S l 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. EXTERIORSOFFmI 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: 12110/20 (RM) .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 , o 1 a e F 19=3xv. & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECTy 104181.000-16091 IdODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 60 APH E RdLllA NOABW DAM MT 06/14/21 SCALE: 1/4"=1'-O" SPMIMT GN CONPM Tr AND plDOMWMLOADS V=YNDBFO PEFORaWDOIVQ= OPEOM SOUME ZM W IPH ■D W R30Y1® AND TWE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD. 112 5 310/-34.6 12'xl2' SOFFIT I 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT —II, EXP. C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWROL DAIS OUOIIPI FIRST FLOOR PLAN SCALE: 114' - 1'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (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 I12'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH In INCH GYF .AIM BOARDS. FBCR 2020 (TTH ED.) 302.1 SQ.FT. CALC. S IST FLR LIVING 1104 SR FT. 2W FLR LIVING 1501 562 FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 5Q. FT. PORCH ELEVS'J' 43 5Q. FT. TOTAL ELEVS 'J' TOTAL 3085 SR FT. SO San. MASONRY /FRAME WALL LEGEND 8'-O-O' BLOCK ® L UNA ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS M'-4' BRG. INTERI® BRG. WALL UNA. ON PLANS 4' INTERIOR O LOAD PRG. WALL UNA. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA #: 0003325 0 s Z�^ W_ r� a n IN, o w F k W l 0 w SU]BDIV. & I.oT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEIs 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 6 PH 05L. TOP PLATE 0 m BAR DETAIL ,(—A SCALE: (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' eW FLOOR MATERIAL RIPE FOR SOLID NAILING A TTT T s / 1 / 42' H. V2 UALL W / 0' / �j za'r 3/a' LVJCK PLATE ATE / A I' MAX NOSING 10, / m, l] MIN. / STOR. / / 3-2x@ SYP STRAYER REINFORCED W/2X4 OFF m / W/CGNT. BEAD OF O �40OROR SSIIMIOA. E O / EA HORIZONTAL RUN I� 2X4R.MG • EA 2 7 x 1212 6TRNGI¢ E SECURE W/l2d 61-8' OG. 2x4 ATTACI$D UI/ Nod MASONRY NAILS X4 P.T. 4 OF EPERBAC44 INTO BLAB-MAXTWIN e' Q EACH END, 32' OL. MAX 42' HIGH HALF WALL III, CAP T A T T NT -4 PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) NOTE, STAIRS RISE" TO CONFORM TO FCCR TT14 EDITION (2020) MAL TREAD.10' MAX RISER.T 3(4' STAIR DATA: 3/1&' MAX VARIATION IN 15R 0 152' ROCRSRIQADS ADJACENT TO EACH 14 TREADS • OTHER3W MAX VARIATION IN ANY 10'. V NOSPJG MD RISER/TREAD HRAJL CIRCULAR CROSS SECTION DIA TO BE I V4' —1/4'OR PROVIDE Ec211VALEM CRAWADILIT' WMDERB- MR b' WIDE . NARROW END MIN. II' WIDTH • 121 FROM NARROW END 34' MN HANDRAIL HGT. NOTE, 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2'GYPSUM BOARD& FBCR 302.1. STAIR SECTION B SCALE: I/2'.I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL 5E NO LESS THAN 1 1/2' HANDRAIL s 36' AS PER F5CR R311.1.62 W/ 2X4 �-INFORCIW. NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL PO5T. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I4't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN 6 1/4' AND A LARGTEST 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 5AFEGsUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.8.1 / F.B.G. 2020 HANDRAIL SECTION 0 DIM. VARIES jo - r HDR. DTL. D SCALE: 1/2 I'-0' NOTE: HEADER FINISH TO BE F'ER COMMUNITY STANDARDS I N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 M, n J = o ffi ffi c S e a r � SVHDIP. Z =7 ABBOTT PARK LOT #16 BLK #9 PROJECT* 04181.000-16091 MODEL- 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / TAILS 6 M H EA 5 a 391-al 12'- 0' 2'-4- 11'- 4' K2'-4- T1 -4' 3052-OH 3 66 ON wmmmowf amfm-moo a A 21=; M 3052-6 F[Tol . . . EGRESS 101-01 5. 12'-4' 4--0- 131-41 4- -01 131-81 33'-5' SECOND FLOOR PLAN SCALE: 1/4 - V-V' .1 N. RONALD REAGAN BL LONGWOOD, FL 32 7 50 PH: 407-774-6078 FAX: 407-774-4078 vvww.abdesigngroup.com AA #: 00 03325 I lal I Fes` w 0 o o�" �� � � " I1r1�111'II""�■ U) LLI U x 0 0 19ZMDM & MMTM.,4 ABBOTT PARK LOT #16 PICOJECT# 04181.000-16091 MODEr- 4EHB "2605—HAYDEN" GAIIAGE SWMG: RIGHT PAGE: SECOND FLOOR PLAN k60 MPH/EVP/Tj • rpp.nrr 06/14/21 D.ATM scALm: 1/4"=l'-O" SHEET A2 .10 7 Fes` w 0 o o�" �� � � " I1r1�111'II""�■ U) LLI U x 0 0 19ZMDM & MMTM.,4 ABBOTT PARK LOT #16 PICOJECT# 04181.000-16091 MODEr- 4EHB "2605—HAYDEN" GAIIAGE SWMG: RIGHT PAGE: SECOND FLOOR PLAN k60 MPH/EVP/Tj • rpp.nrr 06/14/21 D.ATM scALm: 1/4"=l'-O" SHEET A2 .10 19ZMDM & MMTM.,4 ABBOTT PARK LOT #16 PICOJECT# 04181.000-16091 MODEr- 4EHB "2605—HAYDEN" GAIIAGE SWMG: RIGHT PAGE: SHEET SHINGLE FYPON 18'X49' DECORATIVE SHUTTER OR EQUIVALENT I1'-4' 2ND FLRo, BRCS. HGT. 6' RAISED—, BAND (TYPJ 9'-4 3/4' 2ND�� BRG. HGT,4, m ENTRY 4' RAISED BAND (TY -.) 0'-0' FIN. FLRA, IT-4' 2ND FL T - 54" I I I I I I I I 9'-4' 3/4' 2ND FLR- FIN. �, _ FLRIBRG. HOT. —y W-V GLG. HGT,4, I `-11Y I TYP. I I I I I I C-O' FIN. FLR.A, FRONT ELEVATION-J SCALE: 1/4 . P-0' TEXTURED FINISH LEFT ELEVATION-J SCALE: 1/4 . 1'-0' TEXTURED FINISH 25'-4' BLDG. HOT. LAP SIDING AS / SPECIFIED (TYPJ 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) 0�14' 2ND FLR .0• GHGT. FYF'ON I85(62' DECORATIVE SHUTTER OR EQUIVALENT —4' RAISED BAND 9'-4 3/4' 2ND FLY- ly FLR 0'-O' GLG. HOT. 6' RAISED BAND OF'T. COACH LIGHT ,oO'-O' FIN. FLR. Il'-4' 2ND FLR -, BRG. HGT. o 9'-4' 3/4' 2ND R FL FIN. FLR/BRG. HOT. Y _'E0 0' F� IN. FLR. AREA OF ATTIC = IS85 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTIIATION AREA = 15M/300 = 5.28 VENTILATION AREA X SO, I NCHES PER FT. (144). = 760.8 SO, IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC = 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 115SO.IN.PERVENT 380.4 /115 TO TALMOFVENTSREQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OFATTIC IS THE PERIMTER OFTHE HOUSE, UESSTHE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED In' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV.'L'-TYPE FLASHING SET IN ROOFMG OEI'7ENT FICOWAiLAS9 SHINGLED WANDERLAYMENT AS PER RXR SSSJ1 ROOF SHEATHING. THCORM AS FER SHEET ON, SECURED PER FASTENER 604 DULE OR'IP60H LW-26--� 2x6 SYR R6 RAFTCOR F'FIE-EN('D TRUSS— F:OOF aaPE� ELEVATION MK'lA6' Of SHEATHING; GUSSET TO BE SECURED TO 2X6 MEMBERS W/ Sd NAILS PERRTETER 6"'S0N LUS-20 W/ (4)10d'e TO LEDGER AND (2) I0d'. TO 2x6 J016T 2X6 SYP PT LEDGER W/ L'2'x6' THREADED ROD 32' OC. 4 WTTHN 6. OF EAGH END MAX SET RI 6RTP80N HIGH STREWTH EXPDXY 2X6 6YP PT LEDGER W/ In'xW TREADED ROD 32' Or- 4 WTHN 6' OF EACH END MAX. GET IN SIMPSON HIGH 6TRBNGTFI EXPDXY 6' MIN EMCED. CHANNEL FOR SOFFIT OVERHANG DETAIL �"1 SCALE: In I'-0' ENGNEERM WDOD Tp188ES • 24' OL. 8UBMR 6HOP DRAWNGS SEALED DY PROFESSIONAL ENGNEER FOR RENEW F AND COMR'ENTS PLYWOOD 6 EA.TFING SEE 6TR1CTURAL 2ND FLR BRC W.T. (PER ELEVJ --- - ROOFING AND PLA64NG IIU DRIP TFIJ" STRAP! AND 4NCNo1! EDGE PER T'RFR "FIRANTEE am SAL REQUIREMENTS uJRAP FASCA WITH BREAK METAL M400NI aCW BEAM GIM GTR1CiJRAL U0, 2x6 WOOD FASCIA BEE STRICTURAL FOR FASTENERS VENTED 6OFFTT PER ATTIG CALLS In' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM FER ELEVATIONS 2ND FLR MCOW PER PLAN n RAKE SOFFIT DETAIL D SCALE:1/2. I'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeslgngroupxom AA #: 0003325 w � � V yJ h V m R R q m Q 0 S 4 g S S a t. y W O 9UBDIV. & LOT: ABBOTT PARK LOT #16 BLK #9 Plt0JECTjN 04181.000-16091 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "J" U6VXPH IT-4' 2ND FLR , B 9'-4_3/42ND FLR. FIN. FLRIB. HGT� 8'-0' GL�. HGTs 0'-0' FIN. FLR., IT-4' 2ND FLR W-4 3/4' 2ND FLR FIN. FLR 8'-0' BF#s. HGT�, ® ENTRY 0'-0' FIN, FLR. LEFT ELEVATION-J SCALE: 1/4 = 1'-0' TEXTURED FINISH RIGHT ELEVATION-J SCALE: 1/4 = F-0' TEXTURED FINISH 2ND FLR BRG. HGT. IN. 3/4' 2ND FLR FIN. FLR/BRG. WT. -0' BRG. W.T. a ENTRY ,o0'-O' FIN. FLR 2ND FLR BRG. HGT. ,k 9'-4 3/4' 2ND FLR. FIN. FLR CLG. HGT. V-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325, n J � � 9 O c S 9 9 ti k W 0 2 A BUHDIV. & MM71I ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 iiODEL• 4EHB "2605-HAYDEN" GAaAGE SV7NG: RIGHT PAQE: RIGHT & LEFT ELEVATION "J" 6 PH ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IxDV OUTLET z0 Amp SINGLE mu 110v OUTLET 110v OUTLET w OF Z; WAD TO eRATCH GPI 110V OUTLET BNTEIPED 9@;-o PAIL RIY nUR ITAMP•ER WE61STANr Tl'PE) 20V OUTLET (4) WIE COHEGTION C jrI CUTLET MERi!'1 RT OIUTC 4 SUTCFI 3-WAY OFER SWITCH 4-WAY OMR. WALL MIOLINTIED LK4NT CEILING LWT © LED CLG LIGLM ©v' LID VAPOR PROCP I. @VP VAPOR PROOF LICIT @ RK710SlD CAN evDvr. PAN I OT'i P[R OO. Pr. vBNi. PAN W,LIGHr I CPM PER SOL FT. V FIX11lE l81•EC'S iW OT dNLDDV ® FLUORE A OtLD UIfM AROUD lREUCESSEDI FLUORESCENT OW`� (SURFACCEE t'W.) ARM r� ]' SCENT 4' NAIORCOOBIT 1ir1 ir GG A 4' TRACK LIGHT m PANEL own METER OSD. SMOG• DETECTOR DAtLAAC� SD. WALL MINTED DATT. DAO[4i SMIOE DETECTOR ="• •�•'••� CAROM MONOOMPMNt� COMBO[T DECfOR CQEO DAB. OAxuP W SHALL DE A DISTANCE OF NOT LESS THEN 4' FROM WALL PIRVANT Lk W" LIB NATURAL OAO OUnxr ► T319-WOE JAM WH D TOjlDE L�1EE d� 1ED. AR CCPDITIOIHG � DISCOMEOT SEE ON n I Q Trsev a aN JACK CEILING OOX FEEWFEEC O J-DOx TO DE SUPPORTD7 N ACCORDANCE wCOX MAR® AS SOON FOR NSMCJJCN CEILNS DOX R3O711FED QILNG PAN/LIGINf K E P'P ACCDORDSLANCE dRTOON R® MAAN SUCH FOR �IIII4 2W NGAIDCSC841' LROHT OTRP nnnnnn W NCADeOOSNT LIGHT STRIP QV NCADEOCCNT LIGHT STRIP FLOOD LKiR OpRITT F IETPAD KMrA PA PWN-OUTTON FRCWM6 ueD PORT • LOCATION OF N JACKS A PHONE OUTLETS 4 PANS TO DE VERIFIED . HOMEOINER PIE -CONSTRICTION MEETING. • ALL D A 20 AMP DRANCH CIRCIUTS TO DE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F� • 70 AMP DEDICATED LAUNDRY ORCUIT. • GPI . ISLAND (NOT ON K TCHEN CIRCUIT) • DISWW46 ER DMCONECT TO DELOOKOUT IN PANEL DAT4RO'OM 004 UST PAN TO kAVE MN CAPACITY OF SO OTT NTEIPUTRNT PDR miscTRICAL PI07VI61OMY OF SECTION MDOU PSCR TTFI EDITION l]O101. • LANDRT ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT-NR TCRIPTCR FOR PROTECTION PO PERSONNEL CN FEEDERS • WRNG METHOD SHALL SE NON METALLIC LADLE FER ELECTRICAL PROVISIONS OF PDOR tnN ® K20101 • ALL WORK TO CC" LY MTN ELECTRICAL FROAOI" OF TIE PSCR TTH m (]d101 0Mrj NOT) 2020. TUN EDmON R404J PATIO I I ---I_ DRI MOO I¢ OUTLET — FOR VENT SI 1j OR MICRO O KIM PAN. ROOM PRE -WIRED E CLG FAN I I I SWITCH IN / \ CABINET OUTLET TO 2ND FL. II FOR DW I i � 9WITGH S/pl II I Id I � / I % f - I I FI ♦t R� - m � III i PIS III X'' III F'RE-WIRED III / ' POym CLG PAN PC141ME5 I L PMCH - SCALE: 1/4' • V-0' I I I L I _ LED LIGHTING @ SINGLE LAV. BATH -2 WE GPI • 44' / 4'B. FOR AFF. GARAGE DOOR I IU KEYLESS FIXTURE GFI ll GARAGE @9 DOOR PREWIRE WAGE PRE -WIRED CLG FAN RDRhLJ2 I \RATH#2 I zBOLLARD AS REQ PER BLDG. CODE -------------------- ------------------- COACH LIGHT IfInl11 GELD VERIFY I r LOC. PROVIDE 34AD CE TWIN • 1% CU IN 2- COPLWT OR 3 %AV AL, THIN • 1% CU IN 2.GONDUT OR 2/0 AL. SER /CONDUT TO TERMINATE ABOVE SOFFIT • OvER:4 W GFI IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' AFF. NOT TO SCALP- CO'EINATION SERVICE DO AT DIGOON ECT MUTO7 AND UOYN40 VOLT CRA GWL NOTE& A ELECTRICAL R AL MNTEALA AND NSTALLATIRH SHALL EL COTTLr WRH ELECTRIC -AL PROVISIONS CF TIE FISM71WPA'd M ELECTRIC METER IN I NSPIA 3R BJLLOSURIE EDEE 1T1+2L[2t7f1® Obillaji@20) LOCAL CODES. Aw ALL LOCAL POEM COMPANY IREO,IRe'QIfO. S. ALL CONDUCTORS SHALL DE TYPE TH tn&N INLE00 NOTED OTFEAIASE GRACE PROVIDE DO AT, 120A40 VOLT. I PHASE SECONOAWi ELECTRIC -AL SERVK:E PROVIDE 3 R COFFER (CU) N I -VA" DIA OC44EDULE N PVC COIDUR OR PR7YDE 3 9/0 ALLMNIl1 (AL) N 2" DIA SOEDULE SO PVC C N QUIT ULLESS SERVICE 16 PR7NDED BY THE ELECTRIC CCM I -ANY. COORDINATE WITH TUE ELECTRIC CO'VANY PRIOR TO DID, SERVICE, I ImOur"ENT I I TIT INTERSYSTEM T3ONDNG I TERMINAL AT LOW VOLTAGE CONNECTIONS 1.4 OI SERVICE Gleam CONECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FSCIR llu EDTQN l]0]OA S/8' DIA X • FT LOINS COPPER CLAD GROLM ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 —' bdesigngroupxom AA #: 0003325 4 � � 0 rc r 0 e L 0 SUHDIV & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 ;MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE - FIRST FLOOR ELECTRICAL PLAN 60 MPH A N DA06/14/21 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DOV OUTLET 70 AI'T WALE FCLE 110V OlT1.E7 IIOV OUTLET w aF oulLEr wRID TO OwTCN cW IImV OUTLET EOUSPEo E@;—v FALL. NtIRMM [TAI'FM RW6TANT TTR) 220V OUTLET (4) CURE CONECTICN �Lp CFI OR. WATE14-ROM CUTL" GRA140 FALT NiEROrfB! SWITCH SWTCHI 3-WAY OPER. �4 OWTCH 4-WAY OPM �_/l UALL HOUR= ' V LOUR CEILIN3 0GHT © LED CLO LIGHT LED VAFCR © VP FRO LIGHT @ VP VAPOR FlODOI' LKl1R @ REGf00® CAN eVENT. FAN I GPM MW a. n VOW. FAN W0.IGHT I OFPER sa. FT. GHf FlTLXR SPEC' TOO BY OUILDM) ® FLUORE B WRAP ARIA AOOLL 0WOEOOED) R.UO4'Q' NT 2-BLLB URA' Fe AWXM (&LE�ACE f NT.) �� �' RRUORtOGBR 4' Fl.ALOI000@R hw X w Cm Ad 4' TRACK LIGHT PANEL Nib rETMR W40KE DWTI=, BAIT -IZS .J1C)l%IntCL DD. WALL MOUNTED Siam mracTOO BAII.EAG<Sit WLH&N .m ® 6)co OM0MTOC'M °GrB°1a: mTT. DAO[Ji• W SMALL mE A DISTANCE OF NOT LESS TNEN N 4' WALL MDO LRGHT IJ> w1weAL GAS CUTLET ► TELEF40M JACK ll v10 QtIOTT To eF FLFvetFo Al, COCmONM 2 Va+uNO. TO DROCONIecr . I'� TBENOION JAOC cE.. BDK R4FliA TO OE OUFT'GR2D N JO J-BOX ACCORDANCE RV W MAIOP.D AS OUCH FOR INOFECTICN CELNS BOX Flocimpow CEILNG FAI"131 T TO OE "'FoR N ACCORDANCE RV BOX MAIOQD A$ OUCH FOR p�aD 24• INCANDESCENT LIGHT OTIOP nnnnnn !O• NCALEO[ENT LIGHT OTRP nnnnnnnn 4V NCANDSOCENT LIGHT STRP FLOW LYi[f OFT.OECUIOTT' KMAD Tl�l PA FUON-BUTTON NR CWM use PORE • L.00ATKN OP TV JACK& 4 F4G OUTLETS 4 FANS TO BE VERFlED • WO EOL►ER PRE -CONSTRICTION hEETN& . ALL B 4 20 AMP BRANCH CIRCUS TO BE ARC FALLT F'pTECTFD PER ELECTRICAL PROVISIONS OF p5m TitN PDITIOI [2mm) 4 nec 2Rmn 2mn mrrlCbL • 20 AMP DEDICATED LANDRY CIRCUIT. • C'Fj • IOLAND (NOT ON KTTCWEN CIRCUIT) E • DIeWWAxK DISCOR45M TO BE LOCKOUT N PANEL • BATHROOM EMIAUST FAN TO HAVE MK CAPACRY O' 50 OTT WERTITT@R PER ELECTRICAL FROVUMaa OF MOTION rllWj BOI DITIO • SA[0). LANDRY ROO1PCAOO ND PNIL7 CIRCUIT-NTEItla4•TEIe PIOOTCCiION FOR PER&DNrEL ON FEEDEIOS • wRNG FETNOD SHALL BE NON METALLIC CABLE PER ELECTRICAL FR7V16IONS OF PBCR IN PD (20201 • ALL WOW TO COMPLY WITH ELECTNCAL. PROVIOIONO O THE PBCR TTW !D 120201 AL- BiIC1EAICY12— — EDmON RA04J I L-------__J SECOND FLOOR ELECTRICAL PLAN SCALE: 114' • 1'-0' li• \I I I I I I 9 I I I cn I I LED LIGHTING @ DOUBLE LAV. BATH /------------- I L° °L I I I P-4' 2'-S' P-4- \ — — — — _ _ _ LED LIGHTING @ DOUBLE LAV. BATH P3 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroupxom AA #: 0003325 W � � sw- � a O 0 ao�a� h LU W i O .Z BXMDIV. al: IJOT: ABBOTT PARK LOT #16 BLK 9 PROJECT# 04181.000-16091 MODEL 4EHB "2605—HAYDEN" GARAGE S WDTG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN %60,4PH EXP. AA NO DARXNT 08/14/21 SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . F-0' i ---------J SECOND FLOOR 1 PLUMBING PLAN AV SCALE: 1/4 . 1'-0' LAv vm MAIN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.mm AA #: 0003325 W � � 0 a � Fes' 1113 SUBDrv. & LOT: ABBOTT PARK LOT #16 BLK 9 PROJECT# 04181.000-16091 MODEL 4EHB "2605-HAYDEN" CiARACiE BM7NCi: RIGHT PAGE: PLUMBING PLANS 6MPH/Wgrr- .0 DATE: 06/14/21 SCALE: 1/4"=1'-0" PLUMBING RISER DIAGRAM P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT 614ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED 5UPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC TTH 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. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS ALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. Il. DRYER BOOSTER TO BE A FANTECI-I DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN ! LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-TWRU AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PHIS W/ DRAINS 1010 - EXTERIOR WALL PLENUM*MECHANICAL AIR RETURN ON AND LIQUID SECURE STRAP TO CONC. CONDENSERW/ AIR SUPPLYGERANT LINES (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAYLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB #&XI 1/4' SHT. MTL. SCREW6CONDENSER REFRIGERANT TO UNIT PLATFOR'1CONDENSING IT UNITTRAP DRAIN LINE AND TERMINATE CONNECTION IN AN APROVEI DRAIN, PER TO PAD ) FBCR 1TH EDITION (2020)NOTE: MAIN COND. DRAIN 3/4' DIA BLDG. CODE SECTION 3012.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORATED NICKEL FIN. FLOOR BRONZE FL. PL, OR WALL COUNTERSUNKPLUG GA. .. SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J05AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (I)FLOOR SLAB CLEAN -OUT (TYP.T) FIN. GRADE OR PAVING I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (TYP ) - - - - - I - - - - - I a DI NIg RO El I I 14' S/A FROM 1tU A50VE BEDROOM #2 I\�------+---------- --- 1 12X8 -- III� 12XI2 - —2 iIi�II 01------------------- III TI—mHAR-5L8I B—A—TH-5-0# — LMEITCHIN.L' -• -,�II Xt I STOR• _______ O` 12X8 8 EL 9Xs/ FLEX III FOYER III I I I PORCH I 8' S/A FROM ABOVE GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774F078 FAX: 407-7744078 w .abdeslgngroup.00m AA M: 0003325 w m � � n 04 s a BL77 mv. & I.OT: ABBOTT PARK LOT #16 BLK #9 PROJECT* 04181.000-16091 MODEL• 4EHB "2605—HAYDEN" C;ARACiE BIFMC;: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 JIPH M. DAIM 06/14/21 SCALE: 1/4"=V-0" SHEET M1 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 Q 3 y S F Bummv. Z I.oT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODELz 4EHB "2605-HAYDEN" GARAGIC SV7NG: RIGHT PAGE• SECOND FLOOR MECHANICAL PLAN 60 Aft E SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 2X4 TOP PLATE PLAN PRE-FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL T`)Y SECURE BT. — PLATE TO SLAB W/I0d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS -24' o_ SLAB 'ARTITION5 SUPPORTING UALL HUNG PLUMBING 'IXTURE5 AND WALL =A51NET5 SHALL 6E NOT _E55 THAN 2x4, WHERE SPACED NOT MORE CHAN I&' O.C. OR, NOT _ESS THAN 2x6, WHERE SPACED NOT MORE KHAN 24' O.G. TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-V FIBER.'.LASS SHINGLES WITH UNDERLAYMENT AS PER F15CR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED 5/5' GYPSUM BI PER FASTENER OR 1/2* NIGH SCHEDULE STRr=WTH CLC, BOARD PRE-ENG TRUSS MTL. DRIP EDGE 10, 2x FASCIA PER TYP. �5EE ENERGY CODE FORMS INSULATION R-VALUES R FER NCE STRUCTURAL PER ELEVATION ELEVATIONS OH INSULATION VENTED SOFFIT R-41 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING— STRPS • 24' O.C. 1/2' THICK, 2 COAT F'ORTLAND s' CI1U CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE — 0'-0' FIN. FLR ,a /1 W/ WINDOW OPENING ti V DIA SLEEVE, DO NOT Ca7T REBAR BOND BEAM OUNCfi Cali SOLID GRT TV! BOND W/ (I)- 9 BEAM (2) COURSE - REBARS 9PIPE THROUGH BOND BEAM SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES WITH LNDER_AYMENT AS PER FBCR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-I6 IN ACCORDANCE WITH FBCR 2020 -ITH EDITION, SECTION R301.13 AND 160c35.1. B TYP. WALL SECTION No oPENING NOTE: METHOD TO BE USED FOR THE (_5_'�l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE: 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5,1.1.1 OF THE F5CR 2020 -ITH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D22(b TYPE II OR ASTM D4&69 TYPE III OR TYPE IV UNDERLAYMENT. Ara SEAL .£FORo LNE 26 GAS LINE THRU BLOCK D 1 ecnLa vr— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FEICR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECWW PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GAME TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' F� S' CMU 1. UP TMIOL 2 COAT - FORRRm CEMENT PLATTER AF M DIRECTLY TO MASONRY Pea. MEAD ATTAQeD TO FILL CULL AS PW APPROVAL RM SEALANT . BACPMR ROD YEATNFR STRIP MOILDNO ALL AROUND ter s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' —2X4 5" 24' OTC. MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING. BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WC). TRUSS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. RURRING.— STRIPS a 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R.0 +• _ J� 0'-0' FIN. FLR a tl' ROOF SHEATHING TWICKNE55 15 % ENGINEERED PER A5CE 1-16 IN d +, ` ACCORDANCE WITH FBCR 2020 4' NTH EDITION, SECTION R301.13 AND I609.5.1. H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBGR 2020 1TI4 EDITION IS 04 WHICH USES (2) TWO LAYERS OF A5TM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77440TS ww W.a bdesigngmup.com AA #: 0003325 o J_ a r J SUBDIV. de LOT: ABBOTT PARK LOT #16 BLK 9 PROJECT#y 04181.000-16091 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 AIPH JUN Dp� 06/14/21 SCALE: 1/4"=V-0" 31MIET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH tNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR W5.11. AS PER FBCR W5JJ. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER T1410CNESS AS PER SHEET SIN]. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE -ENO LLD. ER PRE-ENG LLD• 1` ER 24' O.G. MAX LEVATION 24 O.G. MAX LEVATION METAL DRIP EDGE t METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY t REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER '- CALCS FOR VALUES VENTED i, m, oH.5/8' GYPSUM BOARD ELEVATIONS -0, off 5/8' GYPSUM BOARD SOFFIT TTP. OR 1/2' HIGH STRENGTH TTP. OR I/2' HIGH STRENGTH CLG. BOARD VENTED - CLG. BOARD RERENGE I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. GE STRE�N STRUCTURAL -4J INSUL. � � I I w m w Z II tL w WINDOW ATTACHP'IENT w AS PER MANUFACTURES SPECIFICATIONS i --R!EFERENCE STRUCTURAL 3/4' T ! G SUBFLOOR GLUED AND NAILED m 3/4' T ! G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT _AS GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT PER NAILIN:a SC SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w - MASONRY m R MASONRY m R DO FIRE -STOP LEVATION 1X2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION " 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGId STRENGTH BOARD CLG. BOARD ER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-41 INSUL. R-4J INSUL. z o � a a W w ¢. HL WINDOW ATTACHMENT AS PER k__*"__---ImMRENCE MANUFACTURES SPECIFICATIONS STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK. 2 COAT PORTLAND CEMENT " PORTLAND CEMENT PLASTER APPLIED :` Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO PLASTER APPLIED MAa .IRO STIR • 24' O.G. DIRECTLY TO STRIPS 24' O.C. MASONRY 1/2, GYP. WL. BD. 1/2' GYP. LLL. BD. IXZ FIRE-STOP—� WOOD BASE IX2 FIRE -STOP WOOD BASE a a L L .a 4 4 n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 W 0 o � � a � a Q �ffiS 5 F S F SUBDIV. & HAT: ABBOTT PARK LOT #16 BLK #9 JP ROJECT# 04181.000-16091 MODEL 4EHB "2605-HAYDEN" GARAGE SV7NG: RIGHT 1 PAGE: DETAILS 60 PH 2 sc ax: 1/4"=1'-O" 8FI8:ET D2 TOP• 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (I1 in. X e' J-BOLT UV 4' MIN. EMBEDMENT W/ 2' X 2' X 1,S' WASI-ER 4 HUT OR W/ (2) 1/2' X O' ANCHOR BOLTS W/ 4' MRL EMBEDMENT W/ 2' X 2' X 1/8' WA"R 4 NIT— Ll �m MAY—mw�IJ TAmi PCGNS 1 1/2, EMBED. e' OG. 2X6 GARAGE DOOR BUCK Of W/ (5) I/2' X e' J-BOLT OR A BOLTS, W/ 4' MN ETMBEDMEN X 2' X VS. WA814ER 4 NUT. (1)8' OF TOP, (11 WITHIN 8. OF h ® (3) EYENLY SPACED. ®I I®f Nolte. ALL ANCHORS 614ALL BE IN ACCORDANCE TO MANFACTUREWO INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR QBUCK ATTACHMENT e , W. -o' 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE '" MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2X4: SECURE TO BLOCK WaAV TAPCONS (MR SHANK SIZE J48 MN HEAD SIZE 300 MIL EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' OD. MAX SPACING. 2X4. CHI SECURE TO BLOCK W/ 1/4' TAPCONB (MIN. SHANK SIZE J4b MIN. HEAD SIZE 3W0 MIN. Eh1I7EDMENT 1 1/49 WITHIN e' OF EACH END 4 18' OL. MAX SPACING. 2X6: ® 2X6, ® 2X6, CIM SECXM TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS W/(2) Me' TAPCONS W/(2) 1/4' TAFCONS (MIN. (MIN. SHANK SIZE J45 MN SHANK SIZE J45 514AW SIZE J45 MR MIN. READ SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN 8' Cm MIN. EMBEDMENT 1 V49 MIN. EMBEDMENT I I1W) EMBEDMENT I VW) WITHIN V OF EACH END e' CM WITHIN e' OF EACH END e' CHU WITHIN e' OF EACH END IX4I/2' DRYWALL 4 18' OD. MAX SPACING. 4 W O.C. MAX SPACING. 4 B' OJ:. MAX SPACING, 8' CM SE UR OR 5U FRAME 4 V2' DRYWALL IR' DRTWA.L In'DRYWALL SECURE THRI FRAME 4 4' SEC ® 2X& ® CEM EXTEND V M INTO ❑ P.T.PNAILER SECURE TO BLOCK ❑ 1.14' SECRE TO BLOCK I' , WK2) ISECURE t0 BLOCK I'X4' CLOCK W/ 3A6' WK2) 3/I6' TAPGONS P.T. NAILER WK2) 3/16' TAPCOMS P.1. NAILER WK2) i/4' tAPCON9 P.T. NAILER TAPCONS pOOR CASING MIN 811MK SIZE Job T/W' 0J513. X 4' MIN. MN SWANK SIZE J45 DOOR CASING MR SHANK SIZE J45 (MIN. SHANK SIZE J46 MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIN. HEAD SIZE 300 1116. OJ38. X 4' MIN. MIN, HEAD SIZE .300 MN EMBEDMENT I V4') DOOR CASING MIN EMBEDMENT I V4') MIN. EMBEDMENT I 1/4') MN EMBEDMENT 1-1/4' WITHIN S' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH BID DOOR CASING WITHIN S' OF EACH END DOOR JA M15 OR WINDOW 4 18' O.C. MAX 4 E' O.C. MAX B' O.C. MAX 419. OL. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING, BPACMG. MAIFACTURES DETAILS. ATTACH TO 2X PER ATTACV4J OD PER DOOR JAMB X WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TU ZX PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A OF TO BLOCK +3/4" OR +5/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" @AINDOA TO BLOCK +1 15/18" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" E NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/18" `��01/ TO BLOCK +3 7/IB' 2)(4. 121 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK UI/ SECURE TO BLOCK UV SECURE TO BLOCK W/ SECURE TO BLOCK W/ P Me' TAPCONS MIN 3/16' TAPCONS MIN 3A6' TAPCONB MN V4' TAPCONB (MIN. SHANK SIZE 145 MRSHANK SIZE J45 MIN. SHANK SIZE J45 MN SHANK SIZE J45 MIN HEAD 613E 300 HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 1 1/4') MIN EMBEDMENTMN EMBEDMENT I VW) MR EMBEDMENT 1 1/49 MIN EMBEDMENT I V49 WITHIN 8' OF EACH WITHIN 8' OF EACH WITHIN e' OF EACH WITHIN 8' OF EACH END 4 18. OL. MAX END 18' Or —MAX END 4 18' O.C. MAX END 4 18' OD. MAX SPAGWN SPACING. NOTE: STRUCTURAL 2X MUST BE &°ACW* NOTE: 61191J01URAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® 2X6: ® ON OUTSIDE 4 SECURED 2X6: CM ON OUTSIDE 4 SECURED 2X6: ® ON OUTSIDE 4 SECURED SECTHROUCda TO BLOCK TO BLOCK NON-STRUCTURAL 3/16' TAPCON MN I-V4' SECTHROUGH TO BLOCK NON-STRJGTURAL 3/16' TAPCON MIN 1-1/4' SECURE TO BLOCK TH-1RCXaH NON-STRUCTURAL 3A6' TAPCON HN I-I/4' IBLOCK WK2) 3/1 WK2) 3A6' TAPCONS W/(2) 3E WK213/16' TA'CONS EMBEDMENT INTO BLOCK IWC21 3/16' TAFCCNB UV(2) M EM'�'1ENT INTO BLOCK WK2)1/4' TAFCONS MIR EMBEDMENT INTO MIN SHANK SIZE J45 (MIN. SHANK SIZE Job MN SHANK SIZE J48 SHANK SIZE J45 MIN MN READ SIZE 30W MN EMBEDMENT 1 1/49 WITHIN W OF EACH END O, CMM1J 4 I8' 04. MAX SPACING. V2' DRYWALL 2X8, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS (MN 614AK SIZE 145 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V47 WITHIN 8' OF EACH END 4 OG MAX DOOR JAMB OR WINDOW A "�`'�1�' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" `� R TO BLOCK +1 1/2" MN HEAD SIZE 300 MN EMBEDMENT I V4.1 1 WITHIN 8' OF EAC44 END e' cm 418,OL. MAX SPACIING, DRYWALL cmVX' ❑ SECURE 10 BLOCK SEC X4 WK2) 3/16' TAPGON9 P.T. NAILER (MN SHANK SIZE 145 POOR CABRy MN HEAD SIZE 30W MN EMBEDMENT 1 1/4') WITHIN b' OF EAC44 END 4 Is' OG, MAX O`'CWr- DOOR JAMB OR WINDCU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4' /.�1AH'IDOII TO BLOCK +2 1/4` �i MIL HEAD SIZE 300 MN EMBEDMENT 1 I/49 WITHIN e' OF EACH END 9' pyU 4 UY O.C. MAX SPACING. IA' DRYWALL DO, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WAV 3/16' TA"CONS MN SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 I/4.1 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W/(232d WITHIN S' 4 18' OL, MAX OF EACH END 4 6' TO S' 0C, MAX SPACING DOOR JAMB OR WINDOW AtidG-I TO 2X PER NOTE. SHIM AS NEEDED TO PLUMB MAJFACTURIES DETAILS. JAMB (DO NOT EXCEED I/49 DOOR JAMB TO BLOCK +3" F HEAD SIZE 300 MR. E MEM.'IE 1T I V4') WITHIN S' OF EACH END S, 4 18' OD. MAX SPACING, 1/2' DRYWALL 2X& CEO ❑ I'J(4' SECURE TO BLOCK P.T. NALER WK2) 1/4' tAPCCNB MN SHANK SIZE J45 I' P.T. X 4' MN MIN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH BID 4 IS' OG. MAX SPACNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS DEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4' �11/II'TDOF TO BLOCK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA#: 0003325 14 r7 n stmmv. & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODELz 4EHB "2605-HAYDEN" GARAGE SVWC3: RIGHT PAQE: DETAILS 60 MPH PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/3VZO23 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/2112028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING. RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (701 EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/OS/2021 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdeslgngroup.wm AA #: 0003325 9 94 a S G o a 03 a ;0 C, 3 33app yQ� e°r. Q ti F 9xmi5 V. & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEL 4EHB "2605-HAYDEN" GARAGE 9V7NG: RIGHT PAGE: PRODUCT APPROV L LISTI tQVWH PREFORMED CONTROL JOINT_ FLA NGE OF CONTROL JOINTS Td BE WIRED TIED To LATH - S' - O.0 MAX (VERTJ. NOTE , DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W 36' LEG MAY Be USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------ FASTENERS TO BE SPACED • T' Or —MAX VEWCALLY7 I i' THIOC, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIMMER BUILDING PAYER APPROVED METAL LATH FASTENED -1' (vERTJ O,C. MAX AT SUPPORTS WI® LAYER -1• STUCCO WRAP WOOD SHEATHING LATH SHALL NOT BE CONTINUOUS Vl�6' THROU15314 CONTROL HM HIr1 JOINTS BUT &A4LL BE STOFT'ED MID AT EACH SID TED E ING PER ASTM CI063 PROVIDE 2X4 DLOCK PLACED RAT MAX 6' TO D' FROM CONTROL JOINT W1 EN \ CONTROL JOINT FALLS ON FASTENERS FOR LATH TO I E NAILS OR— i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO 15E (NO. 18) OD4115' WIRE / T 3. BLOGCING SMOIW MAY DE IN ADDITION \ TO WALL STUDS REGURED PER PLAN I � II IIII O"M" TYPE CONTROL JOINT OLKlD NIAIO.PLA O L/OLD—.TT.A L cteuE. Pr.D I. OL TOLD RaHIC . ® L F0.D RYINO . Pf. A R. A ]. OlAOE . PT. D 1 QFME. Fr.0 1 QEASE . R. G 4. FGLQ PT. O 01MR. D Ts.L TT. c ramcuc" s Doran tiANae e •TT DOTKM n.mm wAiBR,aNr SS4L TOLD. Q2 tlaar. ]' THSOC 9 COAr CEMENT PLASTER fRRATlL N' ] ODAT a�Li PLA6ibl (O,H UPS LAYER % STUCCO WRAPnWAP! OLT) NRAPST oR au •oL bA a," , TLara+s II ` _ KIOC�IIf R.ASNNI (� rxrAw e•� 8mlk wrALL FLA*" At 113 r CQ R R VIRILE NIER]CcrKND INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS NOTE. APPROVED BUILDING WRAP REGUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WITS TO FRAMINIS 6' • VERTICAL LAPS (ROLL Ii LAYER'L ENDS) 4 6' • HORIZONTAL LAYS. LATH VERTICAL LAP TO BE I' STLCCA WRAP ALL SEAMS NEED TO BE TAPEr,, WITH FORTISER SHEATHING TA WI® LAYER •2. FORTIFBER BUILOIK3 PAPER METAL LATH SELF -ADHERING MEMBRANE FLASHING OVER 4x4' SELF -ADHERING MEMBRANE I' nIN LAP . nEi.tL LAT PLASHING OVER APPROVED HlaSE WRAP.ro PIPE 4'x4'SELF-ADHERING MEMBRANE — — FLASHING OVER APPROVED _ HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' METAL LATH I J' THICK 3 COAT CEMENT ai' COAT. DEAD of SEALANT WRB LAYER'L STUCCO WRAP I PLASTER INSTALL APPROVED NOUSEUIRAP AIR 7LAYMER METAL LATH INFILTRATION BARER OVER _ cMIN / URB LAYER 7, FORTFIBER BREATHING ORTFICER BUILDING PAPER ELASTOMERG COATING OVER STUCCO) BUILDINPER Qv. PHSH (SEE TYP WALL SECTION) STUCCO Wi WOOD SHEATHING SEr-TI/v.I Y.`S�_]CIS PER SECTION Ili Bi1Yx' YlYY rae7 OYM,IYi Exterior IPam, cement plaster I. —plywith the application e all p quiremenls oT ASTM C 9....... e nm LAn LAp, �• p„Ep ALL LM Installation of exterior lathing anG Naming shall comply ASTM C 1063-19a, APER LAP 2 SCALe, l tn•.r-m. ornsTMne).7. VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE, SHEATHING SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BWLDUK] FRAMING ME•mERA. PAPER 6LdP THEY SMALL BE TIED BETWEEN SUPPORTS UTH 00418-IN. (1.2IHMM) WIRE AT INTERVALS NOT STUCCO MORE THAN 9' (2211-MM). AS PER ASTM CIIM3. ® KICKOUT FOR REPAIROPTEARS HORIZONTAL LATH DETAIL M RS LAYERS, TEA MAY BE PATCHED & PAPER DETAIL WAIOUSE WRAP TAPE MR AN MUF. SPEC OR PEEL R STICK oR 4'x4' SELF-ADHERNCa MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER P OR LESS PIPE PENETRATION WOOD SHEATHING - OR cmu -WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) -j' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UAWALL t TAPE OVER ROOFSCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF F'ER ELEVATIONS O"L" FLASHING N.T.S. STEP h PIPE N.T.S. 4• 6• TR4TION DET LEGEND 6'x6' SELF -ADHERING MF7'd71P.4NE FLASHING (CG'IPAT15LE IkV HOUSE LLRAP MATERIAL) OVER 4.4' SELF-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHRJG TO EXTEND ONTO PIPE DRAINAGE PLANE (WfRB LAVER #1, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER -' -' -'- BUILDINa PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111ro° ZIP WALL SHEATHING 5ELF-ADHE51 VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031J / ASTM G-84-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.com AA #: 0003325 W Ta �Q � a� rayz 4y� `aly ® � C p Q M 4 v 3 m S ® S S NO m ti F SiJHDIV. 8e LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEL: 4EHB "2605-HAYDEN" GARAGE SlrMG: RIGHT PAGE: WALL ASSEMBLY DETAX,S 6VNPH kXP.j INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 91DE(5) AND BOTTOM /— FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP XE VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT kk WATER AWAY FROM JOINTS. X; E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS i APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND 5TUC00 ON ALL SIDES,Ys' CAULKING • JOINT I I ALL AROUND I I PER SECTION RM&7 I ExWftIi Nlw and gwMrYg BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 r' Installation of exterior lathing and framing 1 , : shall comply with ASTM C 1063-19a, or ASTM 1787. WRD LAYER -1, x: STUCCO WRAP r : HOODED VENT THIQ< 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r D SHEATHING LAYER 9, CO WRAP LAYER R, FORTIFIBER DING PAPER wooD CONSTUOTION —FETAL LATH e' cMu VINYL c.45o•IG BEAD W RAISED BAND X. TO S. MID -WALL W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLA5HING STONE VENEER OVER OCPATC:H COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEAT-1ING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO FINISH N 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP t SIDES SELF Y WOOD SHEATHING FLASHING WRB LAYER 01, UNIT STUCCO WRAP F'REMANUF. DRYER VENT CAP (SET IN WRB LAYER 02, FORTIFIBER CONT. SEALANT) BUILDING PAPER SEALANT e TOP t SIDES THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER 9, STUCCO WRAP 6B DRYER VENT (BLOCK) Ya' TO Ya' MID -WALL WEEP SCREED LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRICTION XTURED FINISH • WOOD 6' SELF-ADHESIVE FASTEN To wooD sTRIOTURAL FLASHING a' ant MB'CER • r Oc. MAX BUILDING PAPER WOOD FRAMED WALL OVER 'QUICK FLASH'I f — — — WALL WEEP 09211a HORIZONTAL WEEP SCREEDPIPE THROUGHWALL (FRAME TO FRAMES AD�B� S FLASHIHMG CLEANMASONRY BEFORE APPLYING6'SELF PNISW . MASONRY ADHESIVE FLASHING(INSTAL HORIZONTAL WEEP SCREED PER MANUF. SPEGBUILDING (FRAME TO BLOCKUNDER'QUICK PAP FLA g, A VENT PENETRATION h SCALE: KTA fi1�CH I V r%7—=I VC STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOU5EWR4P FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STEP #1 STEP #3 WRB LAYER N, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP #2 9 APPLY ' MIN-10 GRADE 'DFELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 'I, STUCCO WRAP MEMBRANE FLASHING 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w � � o � c s: w ABBOTT PARK LOT #16 BLK ##9 ^^^ 4EHB CIARAGE 8V7NCi: RIGHT PAGE: WALL ASSEMBLY DETAILS rA-72: 06/14/21 scALE: 1/4"=1'-0" sHETE�TT dd A2 WOOD SHEATHING WRB LAYER 7, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING. PAPER HAT CHANNEL }' THICK 3 COAT CEMENT 'TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING �`� 4' POSITIVE DRAIN • 1 ,` , n�oP aroevn - - WRB LATER -1,. STUCCO WRAP / - }' THICK 3 COAT CEMENT PLASTER i' ` \ - -BEAD- FLASHINGG WRAPPED �` �` i i Y' • TOP OF LLEEP SCREED ii TO SHEATHING BELOW � y � WRB LAYER 9, STUCCO WRAP -2, WRB LAYER FORTIF15ER r m i BUILDING PAPER i 1 6' SELF-ADFEFEING WRB LAYER 9, FLASHING WRAPPED STUCCO WRAP zv AMICO AM66-UFWC-T80 CUSTOM CASING. DEAD I �' • CORNER OF CANTILEVER 17 4' POSITIVE DRAIN 2 WEEP SCREED NO GAP INFIELD -� !SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD )AA DTL. ® CANT. SCALE: I Irl' • I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-04-1-14a, MIN- 2.5 L55. PER 5Q- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 VINYL CASING BEAD }' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH U1/TEXTURED 4 PAINTED WOOD SHEATHIING FINISH }' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRLJGITON LLEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER 02 VINYL CASING BEAD }' THICK 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL LATH W/TEXTURED 4 PANTED WOOD SHEATHIN}' FINISHG THICK 3 COAT CEMENT[METAL HEADER/BEAM PLASTERVINYL CORNER BEADVINYL CORP. 4' VINYL CASINBEAD WEEPSCREEDG IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL "-FLOOR DECKING PRE-ENG'D TFWSS WEATHER RESISTIVE - BARRIER 9 WEATHER RESISTIVE - BARRIER -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING - EXTERIOR GRADE DRY WALL i' THICK, 3 COAT CEMENT PLASTER (SHCUN FOR CLARFIC ATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 C.A. GALV. PEEL 4 STICK) METAL DRIP EDGE SET N FULL BED CF W PEEL 4 SEALANT, K' MIN. STICK • DRIP 4 SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I )YXI 'Y4' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS ' VINYL CASING BEAD WATER PROCFING iet' (LEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 7 CANTILEVER'•""• 6' PEEL 4 STICK • DECK MEMBRANE, DRIP TO DECK EXTEND OVER DRIP 5<e FLOOR EDGE ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF 11S')(I 94' P.T. OR SIMULATE SEALANT,)i' MIL WOOD (TREX) FILLER SPACE FROM DRIP CONTNUOUS FACE TO TR'eX Y., GAP FOR BACKE VINYL CASING BEAD ROD 1 SEALANT FINISH LAYER (2 LAYER WATER PROOFING. It LAYER l2 LATER PEEL 4 PEEL 4 STICK) STICIV WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHAPEL CANTILEVER VINYL CASING BEAD }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATNING Y4' GAP FOR BACKER ROD 4 SEALANT- OLUMN SHEATHING EATHER RESISTIVE AR\\RIER 01 EATHER RESISTIVE ARRIER •2 SAP. \ -EEL 4 STIFK I JIVx3' 'L' FLASHNG FULLY EMBEDDED N ROOF CEMENT I Yt' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP ti FACE TO TREX UZATHEER �SISTI VE VINYL CASING BEAD - WEATHER RESISTIVE WATER PROOFING let �F BARRIER -2 LAYER (2 LAYER PEEL EXTERIOR COLUMN 4 STIC+V .www,.a.wn COLUMN SHEATHING \PEEL < STICK 6' SAF. I )6'x3' 'L' FLASHING BUD FLOOR FULLY EMBEDDED IN ® ROOF CEMENT I Y,' X 3' 26 GA GAL V. METAL DRIP EDGE I JS'XI 1S' 911'1ULATED SET IN FULL BED OF P.T. P.T. OR WOOD l FILLER SEALANT, K' MIN. CONTINUOUS SPACE FROM DRIP 7MODIFIED FACE TO TREX Y4' GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD, WATER PROOFING let w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER }' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYUAALL METAL LATH W/FEXTURED 4 PAINTED WOOD SHEATHING. FINISH }' THICK 3 COAT CEMENT 4' POSITIVE IN WEEP 9CREEL-D PLASTER A VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER 9, — STUCCO WRAP 2x FRAMING MEMBER }' THICK 3 COAT CEMENT PLASTER 2 1/1' FASTENED TO SHEATHING • T O.G. MAX C 5/5' TYPE 'X' DRYWALL WaB LAYER R, W/MXTURED 4 PAINTED WEATHER RESISTIVE FINISH BAR¢IER'I STUCCO WRAP WEATHER RESISTIVE WOOD SHEATHING }' THICK 3 COAT GEMIENT BARRIER LIVIRIj 2 IN PLASTER WEEP SCREED METAL LATH VINYL coRrElx BEm VINYL CAGING, BEAD NO GAP M FIELD WRB LAYER -2, FORTIF15ER (SHOWN FOR CLARIFICATION OF BUILDING PAPER SEPARATE ACCESSORES ONLY) BALCONY DRIP 1TA CORNER BEAD 0 FRAME 11 EDGE INSTALLATION z CORNER BEAD (FASTENER d SPACING m l' O.C.) N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCC0 WRAP) WRB LAYER n (FORTIF15ER BUILDINCs PAPER) METAL LATH STUCCO WOOD OR -1/1%' ZIP WALL 5HEA I HIND SELF-ADHESIVE FLASHING WRP, LAYER n, FORTIF15ER BUILDING PAPER\ METAL LATH }' THICK, 3 COAT CEMENT PLASTER FLASHING DRIP GAP WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER — METAL LATH }' THICK, 3 COAT C.Et PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD @ WINDOW (FRAME, NO BAND) SHEATHING WRB LAYER 01, STUCCO WRAP I I 1 WRLAYER •2, FORTIFIBER B BUILDING PAPER 41-1—METAL LATH (EXF'L E d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 4" 4 s� s� 14 mpp a ¢ 3 a C C E N F S g S C C F R OEM. & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODELS 4EHB " 2605—HAYDEN" GARAGE EI IING: RIGHT PAGE: WALL ASSEMBLY DETAU,S 60 AWH SCALE: 1/4-=F-0- SHEET WA3 k WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED NG CASIBEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER \ METAL LATH mXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WIRE, LAYER 02, FORTIP15ER BUILDING PAPER METAL LATHT::� THICK, 3 C\OAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER o STUCCO TO SIDING TRANSITION SIDING � STUCCO IIIR,AP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING UM LAYER 01, STUCCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHWNG— WFATHER RESISTIVE V ARRIER 9 LLEATI-ER RESISTIVE BARRIER') X ")4' LAP SIDW. b'AL b• eELF-A,DHgRING RLA6NWG STARTER STRIP .1 \ FLFL ASHING141W. DHERWG WEATHER RESISTIVE STARRIER -1 WEATHER RESISTIVE CARRIER -) ' RA514M DFERRNG GALVD FETAL 'Z' FLASHWG iiNOT K OR OOD TRIM MEMCER QAQM TRIM R I \� SEAL GAP W/CALLKJNG z1: / OR APPROVED SEALANT CASING �� +s SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME / WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/6' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING--� MEMBER DETAIL BELOW EXPLODED FOR CLARITY Ya' GAP TYP NOTE: CASING BEAD WOOD SHEATHING /% SEALANT TO WINDOW METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS, METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER •I, WINDOW FRAME STUCCO WRAP WOOD SHEATHING I i WRB LAYER 02, FORTIFIBER SEYO om tRelcticN b� 6E AD1 ERWG BUILDING PAPER i WRB LAYER "I, Wppp SgTMWy AW I r J' THICK 3 COAT CEMENT STUCCO WRAP 6 A�ER�elerlre TIYE SARRIER TO REATWER SLAP i PLASTER ' uREATHER RE616TIVE MW. AIeoVE taP / \ i 1 DARRIER 4 / Q'Z' !LASHING \ WRB LAYER 02, FORTIF15ER �i4'XT� LAPe1DWG ' j VINYL ANGLED T ! BUILDING PAPER 3 `•�-''��R�' AIMERm TIVe CASING BEAD FLASHWG z \ REATFIER RE616TIVE :: METAL LATH / \ \\ MARReIER7 VINYL CASING BEAD i OTARTER am \ \ I + THICK, 3 COAT CEMENT i I _ _ z R~AeHR'"G"` (EXPLODED ,;, VIEW FOR PLASTER \ ��� GR WINDOW FLANGE CLARITY) GALVD MrAL _ �� WEATHER IWE616TIVE U10M TRRST hEf7CER—/ of z FLAA%4WG"r E-Z CEAD VINYL O.e81NG Y' X b' dMRLATED (UAW FLEXIOLE F'VC / I UIJ�OD TRIM rff]TBER 6.ACt- ROD) \ / I ' SELF -ADHERING CASING BEAD ® RAISED bAOWIN.4DHERWG I I ' + ILABHING \ BAND (FRAME) Cx'ETEMFLASTEI¢ 3 COAT\\\ I CAP WlCAJUKJ 6E" 1'7 A WEATHER —51-- ��FFWOVED HER RESISTIVE SCALE: I I/2' • I'-0' EmWEATHER RESISTIVEHARRIER -2 FLEXIBLE PVC ER ROD) SIDING TO STUCCO WEATH F—IeTIVE ® FRAME TO FRAME °"""TER 9 TRANSITION 4' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 1 STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (W/Yb' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN % BUILDING FLANGE 4 BUILDING WRAP ; WRAP - - --- - - ---- - �EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.wm AA #: 0003325 i m g 0 J 03 O S $vi C o R R N KcW G O 2 SVHDIV. de LOT: ABBOTT PARK LOT #16 LOT 9 PROJECT* 04181.000-16091 MODEL: 'd "2605—HAYDEN" GARAGE SV7NG: RIGHT PAGE: WALL ASSEMBLY DETAI S 60 KPH4AO DAATE: 06/14/21 SCALE: 1/4"=1'—O" SHEET �TA4 A1Ut/ISIJtO CARESHOULD BETAKEN IN KEEPING THEVENT PROPERLY # 4 S PND ttl' FEIGNED. VENT PIPE PIPE IS SEALED IF UTILIZED. NAIL IN PLACE rS IN OUT THE GOOSENECK VENT OPENING IN THE ROOF REWMMENJED IN SEVERE WEATHER COASTAL "^�''�•'�''>C'; ;:'•�: ��� SHEATHING. SIZE THE OPENING IN ACCORDANCE WTH THE CONSTRUCTION—S. -1_"•' �4 •�•• CHART SHOWN. IN TFIE EVENTA MECHANICAL VEM FAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE WITH , •'+•�• VENT FAN MANUFFCIURE'S PIPING CONNECTION INSTRUCTIONS.DO T HOT NT RU TINTO TRUSSES OR RAFTERS WHEN CURING THE O ` •• , RERERR2 V INTERFERING SHINGLE NAILS AROUND THE ` PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT IAYS FLAT TO THE ROOF SHEATHING, SLIDE ASPHAI-T PLASTIC CEMENT E AND SIDE ANGES OF THE VENT UP AND UNDER O.OED AROUND BASE OF TOPVENTSHINGLES ALLOW THE BOTTOM VENT FLANGES TO LAY ON I I o PIPE AND OV ER FLANGE THE TOPOFTHESHINGLES. IY tl --YI ROOF HOOD VENT DETAIL Irl"Z, POI CUT HOUSIS~ BILK F AT 4b' ANGLE A HEA MODFED 91 cm �• N HOIISEVRAP I +k LINE OF UAIDOU OPBING I FOLD N AT APPROVED HOUSE~ \ OVER SHEATHING OVER WD ST O WALL SLOR STEP 1 DOBO R.AS.AGHIJG I'1N I• BELOW \7/\ RJEAMLE FLASHING DO NOT SEAL BOTTOM FM STEP 6 AL KAN FLASHING UU W. EDGE OF GILL RO. YEQiaNOALLT FASTEN FAKED EDGEIL(C P NAILS, STAPLES) INSTALL OlA-O/R R.E K~ AS TF FLASHING AT TIE PLUMBING VENT DETAILS SCALE, tim- F SEALANT AT AFE6 AND HISAO w IPPLT TO CAM OP ROOW NAILING LANGE N LINE W/ 1E-R16HlD IOLEB OR KIM& AM ADIENYE - 7dELE MASHING VM DRIP CAP ECTO-0RAP EOIUV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 36' WIDE VALLEY FL SItY OR FFAVIE UNDERLAYMENT mo- 4SHINGUESTRIMED2-K - -N VALLEY CENTERLINE L RT16 THE CONTACTOR& REBPOINSI51.TY TO VERFT' VALLEY DETAIL HO c URAP, IWALAIMY OF TALL PlIVOUCTISP-ADVERI NCLUDRNG THEROOF SEALANTO (OELP- NE SCALE, NT6 FLASEURAP. C FLASHING MATERAL6 ueED DURING caNeTR)crIR1 DURING 2. INSTALL ALL MATERIALS PER MANIPACTURERS UWTTEN 61"ECPKATIONB IUA3INYc SEALANTS, MAY REACT ADVERSELY IF NOT COMPATIBLE NOTE, GLEAN AND SEAL JAMID TO SILL JOINTS WITH DOW 11" FOLLOWMG COMPLETION OF EXTERIOR RE, IT WOW REPAIR SCHEME SHOWN SHALL BE MPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING bEAL- NTERIOR MRM MR OF WINDOW WITH OEALAW APPLY 051 WU (O EC UAL) SEALANT a WIOOUI cm JOINT. FLUID AFT'Lwo FLAAMNG(LANCO UNITE -SEAL RC-N OR EGUALA SLOPE 6LLL TO EX NOM L IT 16 THE CONTACTORS IESPONW5ILTT TO VERFY THE r"ATDILITY OF Al PRODUCTS NCLLOI 1G 6EALANT6 ( SELF -ADHERING III MATERIALS USED Oul-042 CONSTRUCTION 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPE7'UUNG6 6HALL 5E INSTALLED N ACCOI®ANCE UTH MANFACTU ER6 INSTALLATION NGnQ=TIONS AND APPROVED METHOD U OF FCG R109A U IN ACGOI®ANCE WITH FHffGTRATON PWWACTIRM" INSTALLATION AND FLASHING INSTRUCTIONS, UJARNIH& SEALANTS MAY REACT ADVERSELY F NOT COMPAT01-0. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdeBigngroup.Dom AA #: 0003325 Q 6 L L R R sXMDIP. & MT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODELe 4EHB "12605-HAYDEN" GARACSE SIVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH DATE: 06/14/21 scALE: 1/4"=1'-0M SHEET WA5 \ —2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL E STICK DRIP EDGE 7/8' TEXTURED FINISH 10 WOOD 1/2' TEXTURED FINISH s) CMU METAL FASCIA WRAP Ya' FROM A STUCCO, I' FRO WOOD WALL METAL FASCIA WRAP M I\ I\ II I \ � \ 2X6 sue BAND �V I 1 / 1 1\ ©PL,4N B \ \ \ EXTERIOR WALL \\ r\ \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X(o SUB BAND ONLY \ ®ELEVATION wa. TEMURED 11 FINISH • UIOOD, 1/2' TEXTURED FINISH • cm fMETAL LATH WOOD SHEATHING OR cm WRB LAYER -1, STUCCO U RAP (FRAME ONLY) B WRLAYER 02, FORTIFIBER BUILDNG PAPER (FRAME ONLY) \ ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ROOFING CErENT DRIP EDGE P'E:TAL KICK OUT —;1/8' TEXTURED FINISH 10 / WOOD, 1/2' TEXTURED / FINISH m CMU i —2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL (D WALL 3• x x x %.. x x x x x x x x x x x x x x x x s, PRE-ENG'D TRUSS TO BE CUT s 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 _ WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/i'EXTURED FINISH x x x x x x x x x x 2'X4'X4' -O' x x x x x x x x x x .. SCABBED TO TRU55 x x x x x x x x % W/12d NAILS 6'-8' x x x x x O.G. MAX. x - - 2x SUB -BAND WM'x4' NOTCH m END METAL FASCIA WRAP �\ ®fi�LAN A = DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT kME 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 WM'x4' NOTCH is END, WRAPPED IN PEEL t STICK -ROOF CEMENT g 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, Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vi'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 —w b, esigng _com AA #: OD03325 w m Q a e e 1 F SUHDIV. & MT*. ABBOTT PARK LOT #16 BLK #9 E'ROJECT# 04181.000-16091 MODEL• 4EHB "2605—HAYDEN" QARAC;E sWINQ: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 H 39'-8" TE-1 4" CONC. SLAB - a - I0'-0" w �w wl a H TOP OF rn 28 2" SLAB T-6„ I,_,, - 3 r— — — — — _ FM-16x18— I i { 4" PVC ;CHASE - Itp tO TOP OF SLAB iiI LLI U O I I I �0 w y I ii I - 20'-5" T-5" LL 9 =I FI�— CW-12x12— ii I "; L --r- .I, B 8 11 ' O n LLII F-2 4 o ii O Ow CWC-12x1 2� x w Ony — -- `° - ---- iii— LL �) Oii O N IN I n UP TO 2ND FLOOR a O >iiw I (FIELD VERIFY B N I ( "Id EXACT LOCATION) I O O 'Bi I 5 3, 0" 2 o x rT—' #3 TRANSFER STEEL I a @ 24" O.C. MAXI vOJi SIM. I 1A 2 0'-0' FIN. ELEV. I �I FIN. CONC. SLAB I I ro Im la"conc. SLAB 4 w I awl 21 LL _ *_31/2" al L FM-16x,B— ---J FMC- I 16x18 4 4 9-8" ,_a. iv _, 0" 16'_O,. 2,-1 . FM-16x18 — — I�4 LL 4 -16X18 5'-4" Fzr,r FOUNDATION PLAN SCALE: 1/4" = 1' 0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1 /2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90` HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J 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, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 116 W1.4xW1.4 OVER GENERAL 31/2" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's FM-16x18 16" CONTINUOUS 18" - (2)#5's FM-20x18 20" CONTINUOUS 19, - (2) 415's FMC-15x18 16" CONTINUOUS 18" - (2)#5's - VARIES CW-12x12 12" SEE PLAN 12" - ()#5's - («)0"{p CWC-12x12 12" SEEPLAN 12 - (2)#5's _ VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's TE-1 8" 1 SEE PLAN B., - (1)#5's d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 W S QMINI i 9 9 S 9 SUDDIV. de I.OT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEIs 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 60 WH E I Am06/14/21 CALE: 1/4"=V-0" HEET s1 3, MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — v CELL SEE PLAN FOR SIZE AND u CELL SEE PLAN FOR SIZE AND •�--' ' .•�? 4 a o SPACING REQUIREMENTS o SPACING REQUIREMENTS• • GARAGE DOOR m� a I•P RECESS v 0 _' v Fm ' �o o b B"WALL CMU WA L R 8" CMU WALL A,� CORNER BARS, SAME SIZE AS LARGER BAR 1 IN FOUNDATION WITH 30" LEG EACH a- + 0,-0„I-0yolll� WAY AT ALL CHANGES IN DIRECTIONS I ... -r ' SO THAT THE STEEL REINF. IS CONTINUOUS y • TOP OF SLAB TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS . I FOR • EXT. PORCH SLAB A • •. • S SCHEDULE SEE LAB SCH D E b BARSIZE 48BARDIA 4" CHAMFER (1STOR7) : EXT. PORCH SLAB -VARIES ��(" • SEE SLAB SCHEDULE TOP OF GARAGE I� •"oi .I•I• CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N p. MCURB ASONRY UNITS SET AT ELEV. W/ 12" ISOLATION #3 ,8" 6" CHAMFER (2STORY) 4" CHAMFER (1STORY) ' 0._0" JOINT (WHERE �#q 24"� W/ 1/2" ISOLATION 6"CHAMFER (2-STORY) .. APPLICABLE z SEE SCHEDULE #5 30" JOINT(WHERE APPLICABLE) • i ? SEESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING F FOR 84R SIZE #6 36" FOR WAR, BAR SIZE f DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR OUANTRY M AND BAR DUANTRV NUMBER OF BARS (ie.2 T03, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 7 CORNER BARS DETAIL DOOR OPENING GARAGE SCALE 3/4"=1'-0" 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1)#5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" o 8" CMU AND NAIL W/ 16d COMMON n NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT S #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN B SLAB S x6 2x4 OR 2WOOD BEARING PROVIDE BLOCKING b ° 5 ' I WALL W/ SYP No 2 STUDSSEE PLANS FOR SPACING. SINGLE � I w Q NEW REINF. BAR SECURED W/2-PART g EPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY ' 2" CAPPED a ] I 8", LNG NAIL 16" O/C STAGGERED. - .�'4• GALVANIZED PIPE d iii FOLLOW ALL MANE ADDITIONAL METAL • W/FLANGE @ BASE SPECIFICATIONS FOR CONNECTORS NOT h I GONG, REINF. W/ s USE AND REQUIRED WHEN NO T'x6"#10 WWM ON ' 6" PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE VAPOR BARRIER ON w0 4• -4' HOLE. m SLAB SCHEDULE i • �.I ^' 1'p WELL -COMPACTED SECURE FLANGE TO .. - CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 1/4" p 01- +_ 0•-0^ [SEE s jf TREATMENT SHALL BE TAPCONS TOP OF SLAB BORACARE� t (2) CQNT. #4 REBAR �- f Ito •`L 6" CHAMFER (2-STORY) - ^ .•' (2) #5 REBAR ON CHAIRS � s 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEESCHEDULE 12" MIN, DEPTH INTO COMPACTED SOIL FDRW D. BAR SEE AND VIRGIN OR ENGINEERED SOIL �'o BAR QUANTRY SLAB HEIGHT LESS THAN 3'.6' PER PLAN ADDING BAR TO EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL SDALE 34"=,'-0" (NO UPLIFT) C 5 6 FOOTING W/ BLOCK WALL SCALE:3/4"=1'-0" SGALE:3/4"=,'-0 1 A SCALE 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ LAN 2A 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 S IZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO o SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/lDd MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT m REQUIRED WHEN NO ° 8" CMU WALL UPLIFT IS PRESENT. 6 f LINTEL CONT. (TYPJ 8" CMU FILLED CELL (TYP.) +_ O.Lp TOP OF SLAB4' +_ p'-(p TOP OF SLABSEE SLABSCHEDULE 1POURED 2XWALL FRAMING +"0'-(P SLAB ' .4• 1/2"DIA SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB ,. 4" CHAMFER (1STORY) BAR SIZE 48BARDIATOPOF O 18. 4 • GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION 6" CHAMFER (2STORY) #3 • 16' O.C. VERTICALLY MAX JOINT(WHERE #4 24" a= .---f-Y # APPLICABLE) MATCH STEEL #S 30" - f REINFORCEMENT 36 sEESDHEDULE FOR WAD, MR SIZE 6" PVC CHASE N PER SCHEDULE THRU FOOTING - #7 42" 6' PVC CHASE THRU FOOTING AND BAR RUANTNY MATCH STEEL REINFORCEMENT SEESDHEDULE PER SCHEDULE FOUNDATION WOOD WALL INTERIOR FRAME BRIGAND WALL TO F°R"D'H4R5EE UANTRY BAR ° PVC CHASE (DINNITERIO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 1 � 11 SCALE' 3/4"=1'-0 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.c°m AA #: 0003325 W � � J_WW W. a µµ11 C � B c � y F t y 1 O sxmnrv. de LOT: ABBOTT PARK LOT #16 BLK 9 PROJECT* 04181.000-16091 MODEL, 4EHB "2605-HAYDEN" GAFCAGE 9`IiN6: RIGHT PAGE: DETA11S 60 XPH Ey. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W Ww.abdeslgngroupxom AA #: 0003325 y y � a S�S S eeg � B m F BXMDIV ea 1.07,: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEL 4EHB "2605—HAYDEN" GARAGE 81frINQ: RIGHT ]PAGE: FIRST FLOOR DOWEL L UO i FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" TIE V ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. 1177 • I .a _ CLEAN OUT REQUIRED ,' 4 FOR INSPECTION 0`0 FIN. FLR. '. ;•a TIE ERTICAL REBAR b TO HORIZONTAL _! REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" s > #4 24" ^V #s 30" 1t6 36" HORIZONTAUVERTICAL 00 REINFORCING SCALE: 3/4"=1'-0" o w I NEW REINF. BAR oN I SECURED W/2-PART EPDXY. MIN. EMBED a 6", UNO FOLLOW ALL MANF, SPECIFICATIONS FOR USEAND PREPARATION OF HOLE. `• A • STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 46 BAR DIA. #31 18" METHOD #4 1 24" HORIZONTAUVERTICAL 30" REINFORCING ;2 L SCALE: 3/4"=1'-0" #5BARS 0 e' t•d 4 Y� CMU UNIT DIMENSIONS m ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 Q WJ v � � J a r 0 F SUHDIV. & LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT* 04181.000-16091 MODEL- 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 APH XP. i ATE 06/14/21 SCALE: 1/4"=1'-0" BHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPS ON LTA2 W/ (8) 10d x 1 112" 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 @ 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-D", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK ���� REMARK Q (2)2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A.=TOP OFARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E.=EACH END, O/C =ON CENTER, F.E.S.= FROM EACH SUPPORT, TO. =THROUGHOUT MARK DESCRIPTION (N59 IZH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB! MASONRY 3000 Bx16 (1)#S (i)#5 N/A GROUTED SOLID BB2 MASONRY 3tl00 8x8 (1)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" THO" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.abdeslgngroup.wm AA #: 0003325 � 77ff � y 2 a � a � � pa 94 pp 9f p�p 6 c � 9 O S 6 ti F SUBDIV. & IAT: ABBOTT PARK LOT #16 BLK 9 PROJECT* 04181.000-16091 MIX. 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTE 60 H 25 acALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK- 30'TVPIGAL #5 BAR IN BOND BEAM - CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN p tib #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" N �DSaDE i P0S- ERA E PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. Q-E eP NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL 15 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UN COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. OF �- F=FILLED W/GROUT U = UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE k6-1T/1 �/I/OBNOMINA HEIGHT # OF #5'S TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFM-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX -1 TIt M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST :1314T' a C WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. BE BOND BEAM 1#5 TYP. B"xl6" b BOND BEAM 1#5 8xl6 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8xB BOND BEAM TOP OF W/ (1) #5 BAR .*: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF 8OND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1) 95 BAR (12) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7, BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) 20 (MIN 2 X 3) 1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE. DO MIN EMBEDMENT 1 114") B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SI7E.300 MIN EMBEDMENT 11/4"1 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 Y SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF a FILLED CELL BOND. BEAM e PROVIDE #5 BAR s a AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" WOMM i NWWAM ds =2" MIN. 2 }" MAX sa = 2 �. MIN, 9" MAX WM s,=1}"MIN, 2}"MAX e=}" MIN, 2}" MAX d• =2 MIN. 2}^ MAX ,=2}"MIN. B'MAX W M s,=1 }" MIN, 2j" MAX e =t MIN, 2? MAX d• =2' MIN, 21' MAX =2 MIN, 9"MAX 9)2d s,=1 +}"MIN, 2} MAX e = *' MIN, 2 �' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 "OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d• = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA #: 0003325 r7 V J sw- y�j y 2 0 a a � g Will i F C � C F N W 00 BXMDIV. as LOT: ABBOTT PARK LOT #16 BLK 9 PROJECT* 04181.000-16091 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 PH "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eU8 e4eae e1T n tr trAe tr TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH IT ene-IT ITeie T IT e132-1T Ola-10 e•1Tn Irn ITn IrnB ITn ab2r enezr 8120.2r GM4-zr &25-zr aw-zr Tor PRECAST 1438 on 3114 4217 6821 e425 7531 74r PRECAST 689 1024 3'-8• PRECAST 15N 304 4394 SM 0132 7001 24e5 elta am TM eosl la000 15ee 3524 4994 52ea 8182 7001 V4r PRECAST 1065 700 2a05 3125 3845 47ae 5587 Nor PRECAST 514 763 4'-0• PRECAST 1303 3000 3e15 4570 5M am 1901 0113 7192 =A 7027 8751 lags 3000 3815 4FM 5a25 W79 4'-8' PRECAST 819 533 1770 2400 3M 300 4300 V4r PRECAST 398 591 4'48' PRECAST 12N 25a2 3N5 4043 4711 am I= U43 7547 GM 0541 7585 1207 2T07 3375 4043 4711 GM 5'-4' PRECAST 931 1247 Im 2580 3123 s8B8 4246 5�• PRECAST 411 411 5'-4• PRECAST 1010 INS 2374 2944 3513 4064 1319 4480 7190 7342 5780 8 1010 nm wee aaee 3m 4084 5-10• PRECAST 817 1024 1031 2080 2M2 3009 9470 PRECAST 340 339 5'-10• PRECAST 90g 14M 1971 2443 2915 3357 11e1 seas 55n W36 am OM5'-10• 929 2a55 2M3 3107 ae20 4133 B'�' PRECAST 1130 32ZT 3031 3707 43BB 5001 6' PRECAST 410 721 8'�' PRECAST B35 1201 15M 190 2882 2T09 1130 822T MG 7054 I0a00 SM8' 835 1808 2M 2T90 3251 3712 Tom' PRECAST 570 938 249e 2205 2E99 3191 30M r4r PRECAST 303 534 T_6' PRECAST 710 SM 1181 1402 1743 2025 M 240 340e 4094 7W 8472 727 1024 2025 2426 292T 3225 9�' PRECAST 428 ass 1593 22M 2481 2818 z821 9�' PRECAST 192 384 9"-4• PRECAST 454 500 m m1129 1310 B99 1974 22e8 3061 40M 4e9e 5n 1818 1943 19e9 2194 2519 I(Mr PRECAST 388 4W 1247 1797 1904 2103 2D� ta$• PRECAST 151 301 10'$• PRECAST 3M468 012 755 age 1042 m 1407 IOU 2781 3222 MM 604 Ilea 1472 ne3 1710 1909 11' 4' PRECAST 330 5" 1312 1742 2252 2BOe 3539 11'-4' PRECAST 132 417 11'�' PRECAST 430 400 m m m 8n 5" 1812 1742 2262 2BeB 9552 408 1042 Ian 1843 1470 1710 PRECAST 308 507 1210 I= 2048 25N 3191 1r-0• PRECAST 111 370 1r-0• PRECAST 383 305 476 5eT m m1r-o• 607 1210 1666 20/8 2611e 8171 410 810 1300 15e0 /314 1470 13W PRECAST Z70 AM 1045 130 nag 21U 25M 13W PRECAST 82 298 13'_4' PRECAST 308 303 m 404 um945 414 100 13e0 1732 281e 2a05 m 780 ION 1312 1071 12M 14'-0' PRECAST 254 3Mm I2n lowI= Z279 14'-0' PRECAST 71 293 14'-0' PRECAST 270 278 300 443 529 an 300 m12n Iwo low2380 378 717 get 1102 m 1133 14'4' PRESTRESSED N.R. N4 NI NI NI 1R N4 14'-8• PRESTRESSED N.R.283 14'_' PRESTRESSED 220 422 hoe m 748 805 58 4 1079 1429 1024 22T7 M2 240 an ge0 1237 1474 1715 15-' PRESTRESSED N.R. N4 4R 4R N4 NI N4 19-• PRESTRESSED N.R 252 15'-• PRESTRESSED224 357 464 574 654 793 412 1014 1340 1703 2118 2513 230 Ole w 1134 I= 15n 1T�' PRESTRESSED N.R. NR NI NI N4 N4 1T�• N. 183 1T�' PRESTRESSED IN ate m451 w am 300 80 1121 1413 1730 2047 192 we M Bat 1135 1312 194' PRESTRESSED N.R. Nt Ni NI N4 N4 NR 19'4' PRESTRESSED N.R.148 19 4' PRESTRESSED 102 280 340 430 513 M5 235 730 m1200 14W 1718 tab 429 B73 BOS B50 108E 21'4' PRESTRESSm N.R. NI N4 NI Nt Nt NI 21'�• PRESTRESSED N.R 125 21-4' PRESTRESSED14n 142 219 308 381 454 w m m IOU Itee 14ee 142 s7a 537 599 eIe e4s 22-W PRESI RESSED N.R. N4 N2 NI N4 N4 N4 2Z4r PRFSTT6=33m N.R.116 224r pgEg 137 220 maye 42E 4W 105 = 7e4 MI= 1a81 IN 3M 513 as 779 900 2V-W PRESTRESSED N.R. mN4 Nt MNI N4 24W PRESTRESSED RESSED N.R. 911 12-CO PRESTRESSED 124 174 M3M M418 In 450 1 804 ON 1014 1147 124 319 455 581 SN 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES• BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m AA M 0003325 � o a aILL �®asea m R 0 Kw w W 0 x mm atmmv. & ZoT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODEIU 4EHB "2605—HAYDEN" GARAGE S'WMC3: RIGHT PAQE: SAFE LOAD TABLE 60 PH 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. 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 @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPUFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK OEM A SAGE PLATE OR REMARK DESCRIPTION REINFORC36Y1EW WD-1 4X6 (3'/r"x5 X') SYP. HTT4 W/5/8" DIA x 5' 5/53.1A PT., WOOD POST EXP. BOLT FIRE "===T L— 1 3/4" SUB FLOOR _ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD I DRAFTSTOP 1 PRE-ENG. FLR. JOISTS I I�yI ri 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 11 II II II II II II II 11 n n n 11 11 II 11 II II II II II II n n n s n II II II II II II � II II II n n u n u II II 11 11 11 II II II II II II II II I II II II II II II 11 11 II II II II II II II 11 11 II II II II II J3 II II II II II II II II a IuI u II ,�0 J2 II II II II II II R 11 II 11 II IL 11 11 11 4 1� II II (WOOD (WALL 11 II II II II II L1M�rocww�uwi I II II II II II II II II 2X4 WI II II B B N B II 8�4A80MY(4)i "x� II II II II II II II 24WOOD WALL W/ II . NO.2u STUDS SYInIP@1112 O.C. IIuII II II II II II IInII Mffi1 sYP.No.2(4)Vx2)QDgE u STUDS @ WD 12" O.C. BMi ��I 2X6 WOOD II u II SEACHND:RT II II jr, u / 'DBL STUD II II WALL W/ DBL II 11 II STUD UNDER I1 II— II EIIHJOIIIT II PFi6FABt�JL7� RAL1R .101818Q2PO.C. fir :Fa 1 PROVIDE DRAFTSTOPPING ALONG THIS TRUSS AS TO II LIMIT AREA TO 1000 S.F. PER FBCR 302.12 .. 11 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA #: 0003325 m g p � iEl 6 c _ e g 9 9 0 9 QILL) 9UIMM & 1.0. ABBOTT PARK LOT #16 BLK #9 P120JEOT# 04181.000-16091 MODEI.z 4EHB "2605-HAYDEN" GARAGE SNfNG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 6 H A{i) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 +' NAILS TO TRUSS 13{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, X O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATETRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U 2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE 34"=''-0" am [IG®LaAOf lHp3m D0 4500 3/4" WOOD PANELS 60DO (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE.ENG (JOIST 5/8" GYPSUM BOARD OR 112" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR a6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN ��I-JOIST CONNECTION @ L.B.W.-JOIST CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/8" HOLE DIAMETER 2/5'D SGL. STUD OUTER 1130E SPAN ONLY HOLE EDGE >518" 011 BTM. HOLE DIAMETER PLATE < 3/5'D D.E. STUD STUD NOTCHING rL BORING LIMITS SCALE: 1 12'=1'-0" ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 1Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. —WITH LGT GIRDER TIEDOWN N HD T5 WITH (4) }" x 5" TITEN HD TO CMU AND (12) SIDS (4)i' x " }" x 2 }'TO GIRDER B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) BIDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3) 16d (2) }'x 5"TITEN HD TO CMU AND (18) BIDS }" x 3" GALV. COMMON NAILS. bQ SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS B�'M ENSURE THAT CELLSARE GROUTED 12" O/C SEE SCHEDULE SOLID, S" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTORS) SCALE'34"=1'-0" � !AO®ISDO( 4500 3/4" WOn ODD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (1 B) i6d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB e• e LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3/4"' WEDGE430LT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"` WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (15) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E-SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGEAOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) tOdx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER r„� ATTACHMENT DETAIL SCALE: 3/4"=1'-U' V-V MAX (VW1X4) OR 10'-0• MAXLWRX4) MAX �OR 2x4 BTM. CHORD BRACING 10'-D" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=1'-0' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/10 1Od TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN TRUSS BRG OR BTM OF SHEATHING SEE FRAMING PLAN za• MAx. vM iJOIST-JOIST TYP. z4• MAx. wr S• NVYC END SPACING TYP. END OF f e e LEDGER e BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/2'WASHER & 512' WITH MOIST MIN. EMBED. (TYP) PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & T' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X12 SYP. P.T. FRONT f. LEDGER REAR LEDGER PARALLEL TO I -JOIST (2) 2XB TRUSS BRG. OR BTM. za• MAx.vw za• MAX. uw 8• MAX END SYP. P.T. OF SH H N W01ST (JOIST SPACING FRONT SEE FRAMING PLAN TYP. TYP. LEDGER END D _ w LEDGER Cr d e e BOARD d 2XB SYP P.T. 1/4"X6" TAPCON t s LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USEDPARALLEL TYPICAL LEDGER TO (JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS,B'ALLAROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-U'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE WLiMMTANM OBIIM WACM A DOUBLE SYP 218 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1W EXP. BOLT/J.BOLT/TITEN BOLTS W/ 5 1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS WOOD LEDGER DETAIL (I -JOIST) 1 V SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DLAG. — BRACE W/ (3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) W BRACE (1)"X" BRACE @ CENT ER (2)"X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12' DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X0 P.T. PLATE W/ 12d'S 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10,-0" O.C. MAX. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE: 3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" -1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroupxom AA #: 0003325 W 6 G o � sW_ W F S c c ❑ F SLTSDIV. 8e LOT: ABBOTT PARK LOT #16 BLK #9 PROJECT* 04181.000-16091 MODEL" 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I —JOIST) 60 JMPH SIMPSON H6 W/ (8)8d COMMON NAILS #8 WOOD SCREWS 2x STUDS EACH END 3" O.C.; SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH STAGGERED SHOWNS #8 WOOD SCREWS END EVERY, STUD OR ON DBL 2X8 By#2 LEDGER. x 2" LONG @ 3" O.C.; EACH END F"BUNDLE" SEE FLOOR JOIST LEDGER STAGGERED OFF OF STUDS PLYW8"CMU OONG LOOR SHEATH WALL REINF. PER PLAN y /(� SCHEDULE, 10/53.7A f /�}"X6"TAPCON 8" CMU WALL REINF. PER PLAN CENTERLINE �3/4" AS SHOWN WOIST LVLJ PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" PER ELEVATION A. o 0 o PER ELEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP PER ELEVATION LL �� mom [-JOIST (SEE 3 o N IJOIST (SEE FRAMING PLAN) rc o ? z FRAMING PLAN) PER ELEVATION -. 24 Mrvc. (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR �_"�TO BEARING ON EXTERIOR WALL Y SCALE: 3/4" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENGD WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2,6 PT. PLATE TO BLK - r : W/ TRUSS PLAN 7W=TO 7OP PLATE 5/e" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/2" j, A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH ; U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. OC MAX. B- 2 SIMPSON MTS12 () DOUBLE TOP PLATE SCHEDULE G BL SECURE GABLE TO 2xe P.T. U < 1420 LBS W/ (14) 10tl BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR a6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM.PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE o� PROVIDE BLOCKING •o' SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W! 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ Wt 2x4 SECURED0d's@EACH FILL ALL HOLES, DO NOT USE 1/2" 9" WEDGEANCHORW/2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUS@10'-0" O.C. MAX. TRUSCONS TO BE INSTALLED 10d 3" x EPDXY 5-12" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. SCALE' 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL • 70 7 A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. '� • El- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/(16) 1/4"x3"SDS, (1) 518"" A.T.R. TO HDU4 AND (10) 1/4" X 212' SDS TO POST TRUSS CONNECTION @ L.B.W. PmToeLoca•Ecnm A&B -SIMPSON ABU44Z POST BASE <U'1 900 G:5,660 W/ 5/8 DIA. x 6' EAR BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. Vl N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 w .abdeslgngroup.00m AA #: 0003325 s sw- v rn g IN SUHDIV. & MT: ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 MODE7t 4EHB "2605—HAYDEN" GARAGE 87111MG: RIGHT PAGE: DETAILS (I —JOIST) 6 WV H 5' 8" 17'1" 1 4 2.1 1 W 2 U U 00 w- LL 4344" T9 TOP OF DECK OPEN L-------�� i 10'-0" i i '--------- J 5'-4" 12'-4" 4'41^ SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774E 078 FAX: 407-7744078 w .abdesigngroup.mm AA M 0003325 W � � a A 9 F to W E 0Jf 9VHDIV. & LOTol ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 M033EL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH DATE,. 06/14/21 9CAIM: 1/4"=1'-0" SHEET s4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 04 n J � = y b a r � a s �ILLR 9tmmv. & I,OT: ABBOTT PARK LOT #16 BLK #9 PliOJECT# 04181.000-16091 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH DATE• 06/14/21 SCAt E: 1/4"=1'- 0" SHEET S4.2 IR\u11►LellmolICK 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMESON H10A OR LGT2 W/ 10d 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. 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 REVIEWAND APPROVAL. 10. PLACE 2.4 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 P8536, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE84WP�IONI REMARK O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/ T.OA = 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 fc (psi) IZE REINFORCEMENT STIRRUPS REMARKS -TM. TOP MID SIZE SPACING BBI MASONRY 3000 Bxi6 (1)#5 1 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES i i � BFB-1T/OM/0 t SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-D" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 40T-774-6078 FAX: 407-774-4078 W W W.abdeslgngroupxom AA #: 0003325 Rl 0 W_I V � � y � e S NM I liq R S m f Q Z SUHDIV. & I,OTTS ABBOTT PARK LOT #16 BLK #9 PROJECT# 04181.000-16091 DLODEL- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 PH JNP "LOTTIS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB � 6-IT 17Aa3 IT 1TAB tT TYPE LENGTH 8/8 PLAIN aM SOVD TYPE LENGTH &I -IT 8n8.1T VAMT ��ettr enatr eta2tr w8 e•mi trn 1Tn trna 1Tn M-2T BMW 820,ZT e244r e12W a13ZU V4T• PRECAST 1438 962 3114 4217 532t e428 7331 3'4r PRECAST 689 1024 3'4T' PRECAST 15N 3524 4304 am 6132 MI 2/e6 6118 8886 TM owl 10000 16M 8624 4884 6289 6182 7001 4'4' PRECAST 1085 700 2M5 aima946 47es 68e7 v-v PRECAST 514 763 4'4' PRECAST 1303 3000 3815 4570 5w ears 19a1 0113 7102 MA 7e27 8751 1353 31M 315115 4570 5s26 e079 4'4T' PRECAST 819 $33 1770 2400 3033 38aa 4300 4'43' PRECAST 398 591 4'-8' PRECAST 1207 25M 3375 4043 4711 5879 I= 5743 7647 4762 8541 75e5 1207 2M 3375 4043 1 4711 5s79 5 4' PRECAST 931 1247 I= 2M3123 30M 4249?m5�• PRECAST 411 411 5�' PRECAST 1010 low 2374 244 3513 4004 1319 4400 7190 7 5780 am1010 2270 2938 3399 seer 4004 5'-10' PRECAST 817 1024 Iasi 2M 2MG 30M 3470 5-10' PRECAST 3W 339 5-10' PRECAST 909 140 1971 Z443 2915 33U 11e1 seas 5a77 am 0545 677e 929 2M 21103 3107 3= 4133 6' 8' PRECAST 692 1130 32Z7 30M 370T 4988 5081 9-w PRECAST 410 721 0-0 PRECAST 886 120t 1678 1955 2M21M 1130 3227 4698 7061 10000 88Z6 895 1888 2828 2790 3261 8712 T4 r PRECAST 570 s38 24M 2M5 2ae5 3191 =5 T4 r PRECAST 303 534 T4 r PRECAST 710 ON 1181 14C 1743 2025 m 2M 31oa 48a4 7087 9472 727 I= 2026 2429 2827 9228 9'�' PRECAST 428 0m lass 2M2481 Ma2821 9�" PRECAST 192 384 9�' PRECAST 4M 588 m 948 1129 1310 e99 1674 2296 308I 40M 4WD 572 1315 ta48 I989 2164 2510 10-8' PRECAST 388 487 1247 1767 1904 2163 20� 10�' PRECAST 151 301 10'43' PRECAST 35a 486 012 mage 1042 Sea 1WT 18U 2781 3222 37e4 504 11ao 1472 Im 1710 I989 11'�' PRECAST 330 544 1312 1742 2262 20M 3630 11 4" PRECAST 132 417 11'-4' PRECAST 430 405 530 653 777 an 544 1812 1742 27Ji2 2888 8662 468 1042 1372 180 1470 1710 12 -0• PRECAST 306 507 1210 I= 2048 2M 3191 1z4Y PRECAST 111 370 Mr PRECAST m m476 597 mm 607 1210 1666 2D18 2688 8171 440 940 1800 1980 1814 1478 13'�' PRECAST 270 433 1045 1305 1732 2157 2M 13'�4' PRECAST 82 288 13 4' PRECAST 308 303 303484 575 am 414 1045 1385 1732 Me 2MG 396 790 1057 1312 1071 1203 14'4r PRECAST 254 308 9T8 1272 1a08 I= 2279 14'4P PRECAST 71 293 14'4' PRECAST 270 278 380 443 626 an 390 978 1272 Ie06 19W 230 378 717 eat 1102 975 1133 14'4r rt=1 tESBFD N.R. NR NR Nt NR NR NR 1" PRESTRESSED N.R.283 1V4r PRESTRESSED 2N 422 am 828 740 8e6 45a Ian 14M 1=4 2M2712 216 ON ee0 12N 1474 1715 15w PRESTRESSED N.R.NR NR Ni Ni NR NR 15W PRESTRESSED N.R.252 15-' PRESTRESSED 224 397 464 574 a" lea 412 1014 1340 1703 2118 2513 230 els e08 1134 1363 1672 PRESTTiESSED N.R.MD NR NR NR lit NR tit 1T�" PRESTRESSED N.R. 183 1T�' PRESTRESSED 187 328 355 451 6B7 m1T�' a68 1121 1413 1730 2D47 122 we 720 am 1135 1312 19-4' PRESTRESSED N.R.19'-4' NR NR NR NR NR NR PRESTRESSED N.R.~< 148 19' PRESTRESSED 142 206 348 430 513 895 236 798 Deg 1200 146/ 1718 188 429 829 809 980 109a 21'�' PRESTTiESSED N.R.21'-4" NR NR NR NR NR NR PRESTRESSED N.R.126 21' 4' PRESTRESSED 142 219 308 381 454 5ZT 180 m88a 10a6 1188 1468 142 879 687 aeo 818 e43 2z4' PRESIREgSED N.R. NR NR NZ NR NR NR Mr PRESTRESSED N.R.116 22'-0' pgEg IST 228 200 359 428 497 105 580 754 IM 1203 I381 IV 30 518 ae9 TM 900 24'-0' PRESTTiE88ED N.R.in460 Nt m m m m Ni 24'-0' PRESTRESSm N.R.91 Mr124 124 174 245 3M 3a0 410 ea4 804 1014 1147 319 40 881 OU 7e8 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T74-6078 FAX: 407-7T440T8 ww W.abdeslgngroupxom AA #: 0003325 n a pyO. pp ILL c SS. C -LLL j suMv. as TAT: ABBOTT PARK LOT #16 BLK #9 PROJECT* 04181.000-16091 MODEr. 4EHB "2605— HAYDEN" GARAGE sWMC;: RIGHT PAGE: SAFE LOAD TABLES 60 MPH 9710411►[elli!NW 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od 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. 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRIM MANUFACTURER / ENGINEER NOTE& 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5D0 LES SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS 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 B� 8 BABE PLATE OR REMARK DL-BCxtIP,ION REINFORCEMENT WD1 4X6(3)4"%5)4)SYP. HTT4 W/5/8"CIA x 5" 5/83.1A PT., WOOD POST EXP. BOLT y) U U U U U U )1 CJ1mi" CAQJ3CJS 11 II p a . 11 II 11 II II II II II e== J5 1BABG 1B , i A7 p O �_ __ _ =-mac= =06= _ �_ _ ==c =1so $�o I I 6 A51 �O z _- U o PRE- ABRICATED ROOF O TRU ES G 24" O.C. P _-_ AZ _RIDGE 12 ko=______ - = yA =- ==^=�e O ' - T22"X30" I I I ATTIC I I �O z U O ¢ AS =_ K ao I I I I �A6 ��=� gj U 1B A9G 1B CJS = ------= CJ3 II II II II P �, CA I, II 1w P Ilw WII WII W1=______ w O 0 i ROOF FRAMING PLAN SCALE: 1/4" = 1'-T .1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-T74-4078 w .abdesigngroup.00m AA #: OD03325 4 ® O S is ti F U) g W O ISUBDrv. & I.OT- ABBOTT PARK LOT #16 BLK 9 ROJECT* 04181.000-16091 MODEIi 4EHB "2605-HAYDEN" GARAGE S'WMG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES L PH DATA 06/14/21 SCALE: 1/4"=1'-0" SHEET s6 NIP Roof.k 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: 16Q MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (402O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4'OF GABLE END. ROOF/ WALU FLOOR .qHFATHIN(, FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR, SHANK ASTM 10d RING SHANK, 21/2' 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Btl RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOFS EATRiiG ATTACHEMW BPACM ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD KVM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SHANKGUNN SQ4"O.C. OP 4 BOTTOM EDGES ...........w � y Z z x D z w < LL I z y0 a z O W ` 6 TYP FXT CIJFATHING A-14MENT RAFTER OR TRUSS ROOF SHEATHNr; ■����11 11 I I Y BUILUINI 1--IH ROOF SHEATHING LAYOUT Jf' AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA - END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1W RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS @ 6'S" O.C. MAX @ QG EES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I TP. N4" I &G SUB-I-LUUH UEUKING GLU EU 10 ALL EXPUSEU MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPUCABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4". PROVIDES-MIl CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM-VV0 RK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS. COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM-VVDRK. EXCLUSIONS FROM THESE PLANS: WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES. BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF 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 NONSTRUCTURAL USES 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 REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS �� ME AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE TEMPORARY BRACING, GUYS OR TIE -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TRUSSES' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. WI I SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM M15AO15M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A44614, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE DESIGIN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD-n-ooncumnt TYP. MIN LAPS SHALL BE AS FOLLOWS' #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -on RoRt 05 BAR - 30" #7 BAR - 42" RUN REINFORCING BARS CONT NUOUSLY LAPP F PROVIDE 36'x 36-CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER VIA LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANS#ASCE 788: 1990. 15 pH TOP CHORD 20 psf TOP CHORD (7 psl wl ASPHALT SHINGLES) (7 (10 psf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO NIANUFACTURER'SANSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD SO Psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD 4o psf NAND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C. RISK CATEGORY II) I ED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & LOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM40psf, SLEEPING ROOMS' 30psf STAIRS' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRW: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 7HE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' � THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CEO. GRADE fRI = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF T E BEAMS BEFORE I AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZMD psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST %%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OFAN 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 ATTHE 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. CONNCRESHAL ETTEALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMAIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4-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 TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMLM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FDR ANY REASON THERE IS A DELAY IN SUCH THATA 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 OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3"FOR CONCRETE CAST AtAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-12- FOR #5 AND WA ER Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF GOOD PSI AT 28 DAYS UNLESS SPECINFICALLY CITED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (AS BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M Y F =36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOOIASOOM GRADE B F = O6 ksi. STRUCTURAL PIPE SMALL BE ASTM A53IA53M GRADE BTYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE-RU-ED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER sexoAc s we . EwAN4on nolT olc (ye owl CONTACT THIS ENGINEER FOR SPACING .No STAGGORED _MA NRY oC -It No REQUIREMENTS NoWn M is ac xa PAc . 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 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. 1. MEMBERS ARE NAILED AND 2A MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 W Ww.abdesigngroup.com AA #: 0003325 W � � � ziiz a F �f 4ii F SUHDIV. & LoT: A BBOTT PARK LOT #16 BLK #9 [I-ROJECT# 04161.000-16091 MODEIe 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 6 H SCALE: 1/4-'=1--0- SHEET SN1 A BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 70 STAPLES INSTALLED EMB. FASCIA @ 16" O.C. MAX THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL O STAPLES INSTALLED SOFFIT@ HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYSi I —I STAPLES INSTALLED @ OFFIT@ 12" O.C. MAX (INTO @WOOD) IN J-CHANNEL J-CHANNEL ( DETAIL B @ FASCIA J-CHANNEL 30 a" MAX SLOT e" MAX. J-CHANNEL FASCIA DETAIL A 2X2 WOOD BATTEN 10 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH FASCIA STAPLES INSTALLED O7 TRUSS/JOIST/ RAFTER TRUSS/JOIST/RAFTER THRU SOFFITAND LOCATION NOT TO BY OTHER J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7OSTAPLES INSTALLED 2-1/4 INSTALLATION SCREW, BATTEN ATTACHMENT THRU SOFFIT AND EMB. BATTEN ATTCHMENT O STAPLES INSTALLED @ FASTENER SPACED 24" J-CHANNEL AT NAIL FASTENER SPACED 24' g O 12" O.C. MAX (INTO M O.C. HEM AND IN VALLEYS MAX O.C. WOOD) IN J-CHANNEL STAPLES INSTALLED @ SLOT OR T-NAIL @ 12" OFFIT @ 11 1X2 WOOD BATTEN 12" O.C. MAX (INTO O.C. MAX. (INTO — O WOOD) IN J-CHANNEL CONCRETE/MASONRY) J-CHANNEL 30 2X2 WOOD BATTEN 10 O SLOT@ 12 @SOFFIT O.0MAX (INTO s" MAX. INSTALLATION SCREW, J-CHANNEL CONCRETE/MASONRY) DETAIL D 7O STAPLES INSTALLED BATTEN ATTCHMENT ® i, FASTENER SPACED 24" gO a MAX- J—CHANNEL THRU SOFFIT AND MAX O.C. FASCIA J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J—CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) @ SOFFIT O.C. MAX. (INTO 30 J-CHANNEL CONCRETE/MASONRY) a MAX. CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. DETAIL E BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SOFFITS SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS—SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL EAVE CROSS—SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL AND FASCIA END VE WIDTH JOF 'ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) UC IMIL M 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a n � � a w F K W 0 SUBDIV. & LOT: ABBOTT PARK LOT #16 BLK #9 PIiOJECT� 04181.000-16091 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %60 MPH A. j DATE: 06/14/21 SCALs: 1/4"=1'-0" i9E3EsD1ET a