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HomeMy WebLinkAbout7657 Broad Pointe Dr (2)41- 0w 2 ("005 —4EHB —HAYDEN REVIEW DATE Z' CITY 0F_/_ _,r_PHyYR11LfILLp PLAN EXAMINER A NAT U. HOMES ORDINANCEC 12602 TELECOM E>RIVE, TAMPA, FL_ 33637 Tial: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS no= BUR= CODA, ROMMMAJ, A V. ABOVE IAV. LAVATORY DATE DESCRIPTION 7M ZDf= (9101) A/C AIR CONDITIONING LUK LUMINOUS c6fam 2-STORY CM WsIvERS104 ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE -AM 10M AM STAIR COW :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B A J. ALT. AM. BD. CL CAB CLH ADJUSTABLE MC, ALTERNATE M'R, AMPERAGE MIN. BOARD M.T. CENTERLINE MTD, CABINET MT, CEILING N T.S. MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCAIE OmWe BID SET ISSUED PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN 02AUS ADDED ELEV. 'J' 4 VV tUITW SIDING PER MAW BOUSS — 02/20/10 BID SET Re -ISSUED "TIAB FOOTING REVISIONS PER M. BOAS TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEW - Vult=180 MPH Vasd=124 MPH :WOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - HEIGHT AS PER LOCAL MAX. CLIL CON, CPT C.T.CERAMIC D. DBL CLEAR� ETE O.C, ON CENTER CONCH PL PROPERTY LINE CARPET P,B PUSHBUTTON THEP11 PHONE DRYER PLT PLATE DOUBLE PLYWD PLYWOOD PG AIA-FLOOR PLAN SECTIONS/DEVILS PG A2-SECOND FLOOR PLAN PG ASH -FRONT & REAR ELEVATIONS "H" PG A4H—LEFT & RIGHT ELEVATIONS "H" 1*/54 I -JOISTS W.OFPORATED INTO MASTER PLAN C646AD 0"71111ir-TION DOCUMENTS RE -ISSUED C&TIM ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL AND STATE CODES D.G. DIA DUAL GLAZED PR. DIAMETER P T, PAIR PRESSURETREKITD, OMAS DETAIL- 'ADDING BAR To BOND BEAM' ADDED To SI.2A PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DISK UP. D. DIMENSION R. DISPOSAL RAD. DEEP RAG DOOR REF� RISER RADIUS RETURN AIR GRILL REFRIGERATOR PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING, PLAN PG MI -FIRST FLOOR MECHANICAL PLAN 02n6A8 PLAN MAINTENANCE 03f.S" REVISED LINTEL SIZE AT FRONT ENTRY DOOR &46AS UPDATED LEDGER BOLT SIZE 4 SPACING STATE OF FLORIDA SQ.FT. ='S U.S. DOWNSPOUT RM, Room DEL DETAIL R.O. ROUGH OPENING PG M2-SECOND FLOOR MECHANICAL PLAN PROFESSIONAL ARCHITECT: IST R.R. LIVWj 1104 $0. FT. D.W DISHWASHER :1D, SOLIDCOREEXTDR REVISED I -JOIST LAYOUT PG DI -DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLIt WING 1501 Sa FT. TOTAL LILIVING26M 9077- GARAGE 431 80. FT. PORCH ELEVS W III Sa FT. TOTAL ELEVS W 353 Sa FT. 8xI0 PATIO so Sa FT. EA ELE EQ, EXH, EXT. F.0 FX F.G. FIN. FLR FLUOR FR. DR FIG G, GAR. IXSP. G,F.I. GL. EACH ELEVATION S H. EQUAL SH EXHAUST SHTHG EXTERIOR SHWR. FIXED GLASS Sim FUEL GAS S" FINISH SL GL FLOOR 'STD FLUORESCENT Ews FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.OS, GLASS TYP. SMOYE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEATI WALL, SECTION TEMPEREDGLASS THICK TOP OF CURB Top OF PLATE TOP OF SIAB TYPICAL 06/21/1% ADDED LED LIGHTS TO KITCHEN I BATHROOMS PER MARK BOWES PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WAIL ASSEMBLY DETAILS omms ADDED STONE OPTION TO ELEVATIONS 4 w 01111S 31 LEDGER BOLT SPACING REVISED io/25/19 ADDED OPT. V-V CEILINGHEIGNTS 01101/20 REPLACE USP CONNECTORS WITH 6"POON CONNECTORS v3AvWv REVISED DETAIL ON SHEET 02 OFT. 81-01 CLCL Wit 04/2040 REVISED STAIR SECTION PETAL FOR OFT, V-Waa NOT. 01101411 2020 FBC UPDATE 03/03/21 ADD OGMT MAILS STRUCTURAL SHEET DESCR IPTION # GYP BDGYP H.H.OS H.C., HDR, UM BOARD U.N.0, BB B HOLLOW CORE V.P. HEADER W UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/05/21 ADD FLAT HEADER 0 T-WAFF (W-O'CAA ONLY) PG St -FOUNDATION PLAN PG SlAA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT, OR HE INSUL HEIGHT W/ INSULATE WD WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT, INTERIOR IW WqDW. i W.I. WINDO WATER W HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IA-DETAILS PG S3.IB-DETAILS PG S&IC-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN R111 . s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S6-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 10; I N. RONALD REAGAN BLVD. LONGWOOD FL 32750 PH: 407-7�74-6078 FAX: 407-774-4078 WWWxibdesigngroup.wrn AA #: 0003325 o L ABBOTT PARK LOT #32 BLK #11 PROJWT# 04181.000-32113 MODICIA 4EHB "2605- HAYDEN" GAJtAGZ OWDM. RIGHT PAGE: COVER SHEET t460 MPH EXP. 19m Amurr 08/31/21 DTM scA=: 1/4"=1'-O" % c 1 1 i GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. & 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 MALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPUER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 KM SHEET STEEL V MIN. RIGID ON-METALUC 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS 0 AND COMPACT TO 95/o MAXIMUM DRY DETERMINED DENSITY D S E NED IN ACCORDANCE WITH ASTM D1557-2012EI. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-O" 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." TIAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLYWITHCHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL,SEE ROOF/WALUF OORSHEATHING FASTENER SCHEDUL E ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GNEA MAXIMUM FLOWOF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERIN98 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERWRCER" 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CON8TRUCTKNIOBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.)ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdesigngroup.mm AA M: 0003325 a i d s X a 4 aunDiv. as L/oT ABBOTT PARK LOT #32 BLK #11 P1toil.CTty 04181.000-32113 MODZU 4EHB "2605- HAYDEN" GAItAGa DWING: RIGHT PAGI - GENERAL NOTES 60 MPH EXP. PATIO a � 3052 I I o I BEDROOM 02 ROOM 0 I e LIVIldG s'-o' CLG s'-o' cLG i ROOM - I 8'•O' CLG. i FLAT HDR • APP.---NF I q I I I l2) 20FaB I POST — — — --- IR-ISH 10 • VIC II� GI $A Tom/ I-o' c4A i KITM 5,k III � �•' I I I I I•I I I 1 1 `Ai I I I I"1 I I I I I I 9 3'•0' 868 m H 2'-8" 8'-0' I 12'-10"-10' 3'-B' 5'-d' 3'-d' 5'-8' 3' 4' . . ' T REFi DD STAIR DATA 15 RISER • ID2' 2868 W.H. 20 MIN. 3-SH I �„ — _ _ 14 TREADS • 10' BOLLARD = ---- A& REQ. FLAT HDR • PER BLDG. CODE T'-6' A.F.F. m GARAGE �III� s'•o' uG FLEX D a FOYER S'-o' CLG III �' a' o G.CL III FLAT HDR • fill �'-6• AFF. III 0 8 () 3052-5H 9'-a, 1'-4' V-10' I6'-0' CLCs. -------------------- mI L'-41. 10'-0' R'-41 5'-4'-41- FIRST FLOOR PLAN SCALE. 114' . I'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& 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 U2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM& BY NOT LE86 THAN %'(15.5mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL&, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYF'8UM BOARDS. FBCR 2020 (1TH ED.) 302.1 00I11Fa1BRND CI ADDIIG WD LOADI LWDODWONIE FORS ccoND WIM OFENIOI Sam ZONE W INN U ID W MW O NO WE FOOTAGE MIN. WINDOW IV 5 31/-50 CRITERIA EXTERIOR SWING Is 5 36/-41 DR. MIN. CRITERIA 85D. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 3L0/-34b 12'x12• SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, EXP.-C, MEAN ROOF HT. s 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 77H ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DA715 WM SQ.FT. CAM'S IOT FUR LIv8.15 1104 80. FT. 2ND FUR LIVM,'a 1501 8Q. FT. TOTAL LIVING 2605 80. FT. GARAGE 431 SQ. FT. FORCH ELEVS N' III 60. FT. TOTAL ILEV'S 'H' 3153 SQ. FT, SxV PATIO 60 SQ. FT. MASONRY/FRAME WALL LEGEND &'-m® L UN,O ON PLANS BFi HOT. VARIES &' BLOCK WALL UNO ON PLANS I1'-4' BRGc INTER® BRCS. WALL UNO. ON PLANS 4' INTERIOR NON LOAD Blues. WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTE: HANDRAIL REQUIRED IF GRADE IS 24" BELOW PORCH FINISHED FLOOR. NOTE: CONC. STEPS VARY PER GRADE. (IF REQUIRED). 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.wm AA M: 0003325 o w O es 9 SUDDIV. de LAT: ABBOTT PARK LOT #32 BLK #11 PROJICCT# 04181. 00-3 113 MODaL. 4EHB "2605— HAYDEN" GARAGZ BVWMG: RIGHT PAGE: FIRST FLOOR PLAN %60 MPH EXP. DA�1'10"- 08/31/21 BCAL,E: 1/4"=1'—O" BZ'lz= Al w 42' MWA4 MALT WALL W/ CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUS FLOOR MA11ERIAL RIPS FOR SOLID NAILING AHU SISOM TREADS TO STRWAPt �114. i/G am FLOOR WKW% 3' SCREWS • EA GLUED 2 SCREWED STRINGER WTWREADlD SNANC PER FASTENER TO EXTEND BEYOND TNK3CtESS 60EOIILE OF W15-FLOOR SNEATNNG / I LAUN. HANDRAIL r 3(,' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 / PRE-CNG'D ROORING-/ LL W/ / / SYSTEM (SCE FLOOR FRAMINi SIIEET) yam, NOTE: HANDRAIL ENDS SHALL BE 0 a CAP / STAIRS RISERS TO COMO M TO FBCR RETURNED TO THE WALL OR 3/4• pR:K PLATE / I' MAX. STAIR DATA: iTM EDITION (2070) MIN.' TMAD'W MAX RISER-13/4 3/lr' MAX. VARIATION N TERMINATE INTO A NEWEL L NOSING I®. / 15R • l52' RISER 'rPSADS ADJACENT TO MACM POST. W m d MIN. / 14 TREADS • OTFER 3/1' MAX VARIATION N ANY RISER/TREAD HANDRAIL CIRCULAR S T 0 R I®'• I' NOSING CROSS SECTION I V4' ••W' OOR PROVIDE EOUIVWALE M / . MI• WINDERS- M N. r' NARROW END ROWID NOTE: / / NARROW END 34' MN. HANDRAIL "�M OT. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A / 3-2xgGYP STRNGER DIAMETER OF I#'3 2' OR A NONCIRCULAR CROSS SECTION WITH A / RE"'ORCED W/2X4 SPF DEAD NOTE, PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND O DIM. VARIES 1'-4' $-m p. Eu Rooli PL•400 OR rr11LAlE • -ENCLOSED AC489611KA SPACE uNoeR STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFITS A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. c 0 7 / EA WORIZONTAL RW PROTECTED ON THE ENCLOSED SIDE DESL. 3 / 7 X 4 RE-INFORCING: WIT" 117• GYPSIM BOARDS. FBCR 307.1. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE 0 / F EA.2 x a &TRINGER eecue uvaa r •s oe. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'•0' FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 7X4 ATTACHED WV IOd SAFEGUARD, UA-IICWEVER CONDITION PRODUCES THE MAXIMUM MASON61 "MR INTO SLAB �a r• STRESSES- PER SECTION 16018.1 / F.B.G. 2020 OF EACH END, 37' or MAX. BAR DETAIL A SCALE:I/1'•I'-®' D STAIR SECTION B SCALE.1/2'•I'-C' /'� HANDRAIL SECTION C SGALE:9/4'.I'-m' DR. DTL. (DAL LE: I/2 I'-®` NOTE: HEADER FNISH TO ISE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA#: 0003325 m r� o 0 W O aunDiv. ae RAT ABBOTT PARK LOT #32 BLK #11 PROJ>mCTfp 04181.00 — 2113 MODEL' 4EHB "2605—HAYDEN" GAICAOE 8VnNG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. DAptmTlt'E.• 08/31/21 SCALE 1/4"=1'-0" al'IEET Al i •o p• 0' y; i� y p. OAK.• o ► o' �'; of • e�!o��� o'�!:!:!::l.:ln�:l:!:!:!:ll.aol�` SECOND FLOOR PLAN SCALE, 1/4 . F-V I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoslgn8roup.wm AA #: 0003325 K C 0 y SUDDIV. ae LOT ABBOTT PARK LOT #32 BLK #11 PPtOJECT# 04181.000-32113 MODEL: 4EHB "2605-HAYDEN" CAAJ►GE awlxa: RIGHT PACE: SECOND FLOOR PLAN 60 MPH EXP. DAT : 08/31/21 SCALE: 1/4"=1'-0" akfz= A2 SHINGLE FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT 11'-4' 2ND FLR 5RG HGT _ FYPON BKTIDCIT OR EQUIVALENT 6' RAISED BAND (TYP.) W-4 3/4' A 2ND FIN FLFZ � 6-0' BR.. HGT, _ • ENTRY 4B 4' RAISED TYP. BAND (TYP-) a' RAISED BAND (TYP.) 0'-0' FIN. FLR. _- FIN. FLR•1016' _ Il'-4' 2ND FLR. 5RG. HGT -- - �mmI m mm I t lLl-- WE �� III_ ��M� ��� FRONT ELEVATION SCALE: V4' . I'-0' TEXTURED FINISH V 25'-4' BLDG. HGT. 4' RAISED BAND 6' RAISED BAND 2ND FIN. FLR .6-0' CLG. HST. —OPT. COACH LIGHT _ _0'-0' FIN. FLR. FIN. FLR•r718' ,L I' 4' 2ND FLR BRIG. HGT. a• AREA OF ATTIC c 1SM SQ. FT. NET FREE VENTILATI ON AREA REQUIRED = 1/300 RE QUIRED VENTILATION AREA = 1585/300 = 5,28 VENTILATI ON AREA XSQ. IN CHES PER FT.(1441 = 760.BSQ.IN. MIN. REQUI RED VENTI NATION = .SX 760.8 IN UPPER PORTION OF ATTIC - 380A SQ.IN. OFF RIDGE VENTILATION AREA = 115SQ.IN.PERVENT 380.4 /11S TOTALROFVENTS REQUIRED = 3.30763 T OTALIOFVENTSPROVIDED = 4 'AREA OF ATTIC IS THE PERIMTER Of THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS NCLUDED) N' THICK 2 COAT C. EN I PLASTER APPLIED DIRECTLY TO MASONRY 4-x4. 6ALV.'L'-TYPE PLA8HN6 GETIN ROOFING CEMENT FIEEROLA66 614INGLE6 IWNDERLATMENT AS PER PECR R W 2x6 6YP PT LEDGE/ W5.11 ROOF SHEATHNO THICIOaSS V2'a6' THREADED ROD 1. AS PER SWEET SNl SECURED PER OF, 4 WITHIN W OF EACH FASTENER 6CHEM LE END MAX SET IN GrV%CN SFFSON L6U-26 HIGH STWJMT14 MO-CPf1' 2ND FIN. RR (rtR ELEV.) \� _ 6' MIN EMEND. 2x6 6TT• MOYERS OR me-ENG'D TRIM— ROOF ELOPE rt� — eLEvarIDN I MIN. VIE' CSD 6HCATHNG 2Xi SYP PT LEDGER D ROD GLAGET TO EE SECIdeED TO 32'xO 4RT14N 4 6' 2X6 MEMEER6 UV Sd NAILS EA 44 E MA)C I CACH CND MAX SET N PER61l11:R I' -4' OIMP60N HIGH 6TI®NOTH OPIP60N LU6.26 W (4) Wd'Y 2 _0• EXPORT- 6' MN EMEND. TO LEDGER AND (2) IOd'1 TO 2.6 JOIST CHANNEL FOR SOFFIT DOVERHANG DETAIL A SCALE: V2 • I'-0' V-4' 3/4' 2ND FL R �, I I 9'-4' 3/4" 2ND FLR FIN. FLR./BRG. HGT. _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ FIN. FLR./BRG. T. ENGNECIFIL+D U1OOD TRU86E6 • 24. O.C. W-0' CLG. HGT 11 6UEMR SHOP L ENGINEER SEALED DY l p y�_____ AB'-0 PROFESSIONAL ENONEER FFOR KEVIdU 4B AND cor2•Te4r6 I r-m• PLYuaoD e1.eATHIFG eeE I I STRUCTURAL TYP. I I ❑ 2ND PLR EIRO. HOT. - - I I (PER MEW ROCFRG AND FLASHING IW DRIP TRW STRAFE AID AWHOIM ro, d LO ED" PER FIR ILNRRANT'CE N! 6TRCNwAL I I Y REGAJIMMENT6 I I ~ u2RAP FASCIA URTH eREM METAL SMONO TIMADYLIMAL a"W I I Ixt, 2x6 111000 FASCIA 60 6TR1CTllRAL POOR FASTENERS 0'-0' FIN. FLRA, U _ 0'-0' FIN. FLR VENTED SOFFIT PER ATTIC CALC'8 IR' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND MR, WROQU PER PLAN RAKE SOFFIT DETAIL REAR ELEVATION(:LALE:I/2.1'_0' SCALE: 1/4 • P-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.a11designgFOUP.COm AA #: 0003325 U ro y e e B ag o avaDlV. ee LOT ABBOTT PARK LOT #32 BLK #11 PROJRCT* 04181.000-32113 MoDSL' 4EHB "2605-HAYDEN" GARAG3 DWING: RIGHT PAGM: FRONT & REAR ELEVATION "H" 60 MPH EXf'. SEP, DACE.. 08/31/121 SCALE: 1/4"=1'-0" SHEET A3H zi OFF RIDGE VENT 12 DOUN FOR FYPON �B BKTIDOI OR EQUIVALENT 6 TYP. 3 Il'-4"2ND FLR, Il'-4'2ND FLR _________ BRG. HGT. ____ BRG. HGT. 12 9'-4 3/4" 2ND FLR. FLR. FIN. FLRIBF'3'a. NGT. ----- -�2 ------'-----------------'------ -- ----- FIN. FLRJBRG. HGT. 8'-0' CLG. HGT 6-0' BRG. HGT. --------� - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- ENTRY 0-0' FIN. FLR , ,o0'-O' FIN. FLR. LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIT 12 8 8 TYP. 3 Il'-4' 2ND FLR Il'-4' 2ND FLR * _ BRG. HGT. _ _ _ _ _ _ _ _ _ _ BRG. HGT. II S'-4 3/4' 2ND FLR 12 II II 3/4' 2ND FLR. FIN. FLR ----4 W-O' BFW.. HGT --- -----'-------------------------------I51, '---'---'-------------------------J'---- 0`0" CLG. HGT. e ENTRY II II KiW-I I 0'-0"FIN.FLRo ---- --'---'---'---------'—'------'---- I I 0'-0'FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 ra ra �, O BUDDIV. & LATs ABBOTT PARK LOT #32 BLK #11 I-moi CT* 04181.000-32113 MoDEL- 4EHB "2605—HAYDEN" 3AIRAGZ 11S11RNO: RIGHT PALM RIGHT & LEFT ELEVATION "H" 60 MPH EXP. rm 1 F-PIUNTDA 08/31/21 SCALE: 1/4"=1'-0" BHEET A4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e I2DV OUTLET 20 A'r NNraLE POLE nov OUTLET rov OUTLET H OF OUTLET UIRD TO awrrar CA NOV 0MV NEVNDswTBOPALL RISMANTTYPE) „OV CUTLET (4) Ulm CONNECTION III ag SATERPMOOP GROUND PAILLT OUTLET NIEIBUPrBR SWITCH SWTC4 5-WAY OPER �4 SWITCH 44AY OPER UYLL MOUflED �J LOW CEILNO LIGHT © LED CLO LCMr LED VAPOR O PROOF LIGHT OVP VAPOR PROOF LIGHT ORErasum CAN eVBW. PAN 1 CM PER SO. FT. "T' PEN wLLAHT I ePn PT?R SOt Ff. PIXv rePea Tum BY BULOM ,•BULs ®FLU0246muINAT• (� maPL c) A-IRLD 4z ,•RUED — • rb AROUND ,' FLUORESCENT W PLUORSOODir p 30 4' TRACK LIGHT PAWL Nib PETER • SD. er101a xTEO*OR RArr BAMia w I WALL MOINITED miT j&2L- P y POKE DErE .TO. WLye�e� ® 5/rO CARBONI BI01aWiKrAe CQiW Barr B4Oc.Ir uv R•CONECTED bW.L EE A DISTANCE OF NOT LESS TAN 4' PROM PETOAHT LIGHT NATURAL GAS ` TELPNOE JACK 14 WATBe LEATER OBcaNecr M RP ELEVArm YR CCIORIONNO TO SEE E 2 ONDISCONBCi rELEvISION JACK CELLNG SOX O J.. TO HE N OP — BOX PURK[D AS RICH FOR CELL BONplawom CEILNG PAALLtl4T TO N SIr.SO N ACCORDII ME RP BOX MAIIKW AS SIGN POR HOPECTION �DII4 ,4' Lk" S1Rr Rnnnnn JW NCAOESCEHT LIGHT NTRr, nnnnnnnn 4V LldM STR P ROOD LIGHT OFr.OlGplITY a WZYPAP • PA mm.MnCN POR Cw'ES •--� we PORT • LOCATICN OF N JACKS A PHONE OWLETS A PANS TO Be %l!lwmD • NOMEOR ER PAR' -CONSTRUCTION MEETING. • ALL IS A 70 AMP BRANCH CNWWTS TO BE ARC PALLT P'RDTECTED PER ELECIRKAL rROVISIONS, OF BOM EDITION DRY ,OM • 20 AMP ANDCATED LAUNDRY CIRCUIT. DEDICATEDIT' GP • GPI .ISLAND rNIOT ON KIT CIRCUIT) DISRU• TO TO LOCKOUT PANEL DI4"T • CM BATWF OCH ST FAN TO MATE PIN. CAFA PAN A A OF 90 CPM MITT GIO SO OM MT[IB11TTpVT P!R ELECTRICAL PROVISIONA OP NOTION HIS" 19 r TTH EDRION r,0,®). • LAU CWf ROOM AN7 gMlU1FER RECEFrACLE SHALL BE GIRDUID PALL, CSWUrt-NTMIBIPTER PROTECTION PM F'lRSCMEL ON PEEOERS • WAIVING METWOO SWILL BE NON METALLIC CABLE PER ELECTRICAL PRDNNCNS OF PBOR TTH ED rNNm • ALL WORK TO COMPLY WITH ELECTIBCAL PROVISIONS a TIE FICUR TTH sIo r,0,01 u L L_4N.r8 SH_L R! S[LCTED BY BLILDER dND • Vt OF LI dgm MAT !E ENER4Y mr-m NT TYPE PER fSESIDENTiAL SNOBBY E)FlOIMCY)� RION W404) FOR VENT OR MICRO PAT10 F-----------I I n Lol 0 I ROOM I LIVIIVG CCLO FAD ROOM c, - - PRE -WIRED > CLG FAN I � C.• .J BDRM.82 I � I 1. �•�J --/', GPI SWITCH INI CABINETI OUTLET /TO 2ND FL.FOR DW; •WITCH 4BATH#2 GFI I PAN. \ --- I ' GPI • 44' a. FOR APP. GARAGE { - in S/CO - I DOOR �- -� -- BOLLARD AS REQ. PER SLDG. ) I \ CODE III I Ra KEYLESS PRE -WIRED CLG FAN III III / FOYER III 1 FIXTURE wl ll GARAGE @9 J III 1 DOOR 8. PREWIRE — — — GARAGE WP I GFI \ P.B. FOR CHIMES% � ` ' PORCH zt --- ----------------- - - COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: V4' . I'-m' � L � LED LIGHTING C� SINGLE LAV. BATH •2 MET R FIE D VELOC. IRRIGATION OUTLET • 48' AFF. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENBRAL HUMS, A ELECTRICAL MATERIALS AND NSTALLATIONB NULL COPPLY UITN ELECTFOCAL PRDVAIO S OF THE EQIIIr.(�E)IT (�7 j, Qj, LOCAL CODES. AND ALL LOCAL POWER CONTANY RMm"EroNTS. EL ALL CONDUCTORS SHALL Be TAPE THIMrTHIN UNLESS NOTED OTFROU40. CL. THW • PN CU N V COO) Nrr OR 3 1% CU IN7' CDNMrr OR,AS AL SLR RMNATE ABOd2 SOPPIT • OVERNAWL M COT'ERUTIO4 4iCH Ul AN BO APr DBCONlcT SD DOg40 VC ELECTRIC METER IN I PAUSE I•LFIA 3R ENG.OBIIR NAO PANLL GCE rE.EFHow SERVR7 CABLE TEURV16M lMrleANira SERVICE ENTRANCE ErNIMNEW Eanpmwr —y INTER►T'STEM BODNG TERINAL AT LOW VOLTAGE CONNECTION• PoaER carANr TRANSPOR7R NM IAL) N t" 1 •LESS SERVICE COMPANY. CO PTBOR TO W. 14 OU SERVICE OROU O CONNECTED TO CONCI!!TE NOSED POOTER STEEL RR ELSCTRICAL PROVNROW OF THE MOR TTH EQ!➢@I.C2@70J. WS" CIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngroup.wm AA #: 0003325 8 � S b 0 4 I A N Cw W E 0 S BUDDRV. a LOT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32113 MODER.T 4EHB "2605-HAYDEN" GARAGE aVIMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN lt�60 MPH EXP. E DRmT A 08/31/21 SCALE: 1/4"=1'-0" aRREET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e IMV OUTLET 30 AMP WHOLE POLE REV OUTLET IIOv OUTLET d OUTLET UMM Varo elrtcH GPI Rev CUTLET E�NnRRNIIO PALL IPIER TYPE; IRSIStANT TYPE) aa0 V CUTLET r4) uRE colramost EK�nIIAROOr T GFIFI SWTCN SWITCH S-WAY OPER NXINTCN 4-LLWY OPER ii 1� UALL PWLKTED LIOWT CEILNG LNS NT © LED CIA L*HT LED VAPOR © VP PROM Low @VP VAPOR PRCCP LISM @ IECEWSED CAN eVENT. PAN 1 CPM RR S3 FT. VENT. PAN RLLIGIIT 1 CFM PER SQ Fr (SPWIL TOO DY DUU.DBU RL a-DILD YRM ® ,placaSSBD) AIRCI►D 6M 2-BULB URAP rw� AROUND 21PLWION7NT W PLUOIISOCENT •�--era—rr+ d0 E 4 TRYX LI iNT PANEL sib PETER OSD. &IOKE OETECTOR WALL MOUNTED MATT MADCAP �. WICKS DETECTOR WLMSNYIEi ® 5�C CAROM Dpmo DETSOTOI OO7<70 IN" COANECTED SMALL N A DISTANCE OF NOT LESS THEN 4' PIRCH PlIDANT LIO NT IJ� NArIRAL CAS ► TEUW%MM JACK WATER NEA ter Let At a EL��A r DISCdSECr AIR COCrrwZa SEE AWl ON DISCCNECT Twig T TELEVISION JACK OER. DON offs OJ-DON TO N so Do IED N ACGOIRDAN[2 RP DOX MaaceD AS INCH FOR aL CEILNG PANrLINT TON SUPPORTED N ACGOImMG! I[ FO As D)cH FOR NOFMWICN 24' INCANDESCENT LICIT STRIP nnnnnn SY NCANDESGENT LISNr STRIP nnnnnnnn Vey LIONT STRIP ROOD L101R am SEGIR ry KEYPAD I"Q PA RDH-DUROJ PDR CNFES we PV)IRr • LOCATION OF TVJACKS 4 PH" CURETS R PAPIS TO BE VERIPIED • NOMEO[IER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCIXTS TON AM PAULT PROTECTED PER ELECTRICAL PROVISIONS OF =a lTN EDITION [20)0) I NEC aMn 7A)IT EDITKfl • 20 AMP DEDICATED LAUNDRY CIRCUIT. • dPJ • UK -AND rNOT ON WJTCIlN CIIGUIT) WI • OlOWNI ER DISCONNECT TON LOCKOUT IN PANEL. • ISATNROCM W OMIST PAN TO NAVE MN. CAPACITY OF So OM NTEIMrMENT PER ELECTRICAL PROVISlow OF SECTION mod"Ll PDCR n [DRION [amox • LAl►OR1' ROOM AAD NNNiAAD1lR IRCEPfACLE SHALL N dAOWD PALL? CIICUIT-NTERRUPTER PROTECTION I = PERSOMEL ON FEEDERS • WRING METHOD SWILL N NON METALLIC CABLE PER ELECTRICAL P 4"Gl 7NS OP POOR TTN ED ro®ox • ALL UKXK TO CCM-LY MTN ELECTRICAL PROVEN" • AL 74E PBGR TTN m ramOx TSf OP LIdA1TIKTA MIST N E}lRGT NlICdT TYPE PER P., shilm EPPICIlNCY) 2900. IN MMOJ IR4043 ------------------------� SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . P-V LED LIGHTING ® DOUBLE LAV. BATH r3 LED LIGHTING @ DOUBLE LAV. 6ATH 9 r• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 ww W.abdeslgngroup.wm AA#: 0003325 SEE �• J p 01 14 stnoDiv. dW LOT. ABBOTT PARK LOT #32 BLK #11 PRGJECTRp 04181.000-32113 MODEL: 4EHB "2605- HAYDEN" GARAGE 8TnNG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. DAUMT1'E.• 08/31/21 8CALE: 1/4"=1'-0" 8HEW E2 OND. I I HB. El ------- I I I I I I I I I I i � I I — 1 I I - 9'-5' 30'-3' ip I I II rt_ II --------- O _EI NI I j i OI O 0` ;j ,II -I -- I IuIIIIIIlII -'-- ---IL— " ---��—J OFT. -D. - ` U1131 ruTlu -OPT REF WG. Av TUB/ 2'8"v4 4I - 3 I 9 III - y 1 III III I M III I � �n I I I I I I I 10 I I ------------ 1 2• VM SECOND FLOOR 2' �In In PLUMBING PLAN SCALE: 1/4 . I'-O' 2' 'V2 v LAv 2' VTR 3 2 W A+VMR 2' VTR I-V2 y. FIRST FLOOR I -In' PLUMBING PLAN ,_,n I-rn AUTO VENT �N SCALE: 1/4. I'-0' v v AV 6wm vtR 2' A.LM -12' c0 a• TO MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAOAN BLVD. LON.-OOD, FL 32750 ".: 407-7748078 FAX: 407,7744078 www.abdealgngmup.mm AA M: 0003328 o 0 n CA w f O BUDDIV. as LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.000-32113 MODEL: 4EHB "2605-HAYDEN" GARAGE 8WtxG: RIGHT PAGE: PLUMBING PLANS 60 MPH EXP. S DATE-. 08/31/21 scALr. 1/4"=1'-0" &HEFT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT @HALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB A MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, 81-AS AND SIMILAR SATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/°.d-IOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED UATH 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 DIPPLISERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TOBEA FANTECH OBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBO O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THR1 AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN - RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES RECUR STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONR UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER ---EXTERIOR WALL El 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS ;;TURN REFRIGERANT LINES TO CONDENSER UNIT PLATFO� I CONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD INANTWEDI DRAIN, ) PER I FBCR TH EDITION (2020 MECHANICAL BLDG. CODE NOTE, MAIN COND. DRAIN 3/4' DIA 901$.4 OVER HEAD • 12' FROM STRUCTURESECTION HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK CA. PLUG SEE SPEC. BRA" PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K .IOSAM 56000 INSIDE / HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN� I I -----------I I El I I Dj�1�[� KKVVUUMM 14' FROM OM �VVM �ABOVE l I it I I 1 _j-------+---------- - - - - ------ II 12XI2 14X6 PAW n I I (I HRU AO IIJIII--------- _---------ii---- 100 i 12XS SX44 S' S/A FROM ABOVE FOYER III III WIz FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD REARAN BLVD. LONGWOOD, FL 32750 PH: 401-7746078 FAX: 407.7744078 www.abdesigngroup.mm AA M: 0003325 I 9 ro g s 1 W 0 41, BUDDIV. 89 Lom ABBOTT PARK LOT #32 BLK #11 PItOJECT/1 04181,000-32113 MODEL: 4EH6 "2605-HAYDEN" GARAGE BWDFG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. Dw 08/31/21 ECAL.E: 1/4"=1'-0" arLEET M1 11 i I -------------------------I SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'- V 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 w .abdesigngmup.wm AA N: 0003325 s o BtMDIv & LAT: ABBOTT PARK LOT #32 BLK #11 im pmo mif 4 00-32113 MODXU'• 4EHB "2605— HAYDEN" GARAGE EWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. Dw� uc /21 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PLAN Y PRE-FAB TRUSS 7 7 --Z In' CLG. BOARD 1/2' DRYWALL Tor SECURE ST. BTUt PLATE TO SLAB W/ 10d MASONRY O'C. NAIL • 32' OjC. MAX FIN. FLR PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x(o, WHERE SPACED NOT MORE THAN 24' O C. �1TYP. INT. WALL (NON—BRG.) D� SCALE: 3/4'.I'-& FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ONI, SECURED PER FASTENER SCHEDULE PRE-ENG TRUE J J� MTL. DRIP EDGE J/ 2x FASCIA PERI .0 TYP. ELEVATIONS / OH. VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ B/S' GYPSIPI Bl OR 1/2' HIGH STRENGTH CLG. BOARD S' DIA SLEEVE, DO NOT QIT R2DAR FIFE BOND BEAM NOT co SOLID CR= THE BOND W/ fly 9 BEAM l2) COWts! REBARS /2AIPIPE THROUGH BOND BEAM SCALE. 9/4'•I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE TI STRUCTURAL SEE ENERGY CODE FORMS FI ENG TRUSS NSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.I INSULATION VENTED SOFFIT L WINDOW ATTACHMENT AS PER MANUFACTURES i—/ SPECIFICATIONS -� i�r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS � 24' O.C. El El 1/2' THICK, 2 COAT PORTLAND g• CMU Et. tA CEMENT PLASTER APPLIED �, GYP. WL. BD. _ DIRECTLY TO MASONRY WOOD BASE (I- W/ WINDOW OPENING n �0'-0'FIN FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 160E 5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4.,1'-& UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 049*5 TYPE III OR TYPE IV UNDERLAYMENT. w1m rem"Lm .80. 2B GAS LINE THRU BLOCK _.— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE iiilRfSir��%?= 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VV THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' cm 1. =NEI ♦ � ♦ 4���� I APPVWV•T �i.�Lv. sruL-wEIaYAD POOR ATRD�AL loll. YlllTH:AL 7RAOC r r� ev rn�r s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNOERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE 7� BTIFFBACK AT ALL UPRIG HTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG LLD. TRUSSS AX. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT SECURED PER / STRUCTURAL DETAILS WALL SHEATHING J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES THICKNESS A8 PER PER ELEVATION SHEET SECURE PER FASTENER SCHEDULE 5/8GYPSUM BOARD OR 1/2'ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS s 24' O.C. 1/2' GYP. WL. BD. S, CMU l— WOOD BASE 0'-0' FIN. FLR a .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 a • ° 4' ITH EDITION, SECTION R301.13 AND I609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOUD FOR THE SCALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.I.I.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q O a 8 r � b C 1i w f 0 I aTLT13DIV. de LOT. ABBOTT PARK LOT #32 BLK #11 PROJMCT* 04181.000-32113 MODSIA 4EHB "2605— HAYDEN" OAICAOR awn?O: RIGHT PAGM: DETAILS 60 MPH EXP. SEP DA1�B-. wE /21 SCALE: 1/4"=l'-O" 8HEET D1 • FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAY11ENT AS PER FBCR WS.1.1. AS PER FBCR 905.1.1. ROOF SHEATHNG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG LLD. TRUSS R PRE -ENO WD.T 4,PER 24' O.0 MAX LEVATION 24' OIC. MAX. T LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IO.N. ( 5/8, GYPSUM BOARD ELEVATIONS I -m. O.H. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH rYP. STRENGTH CLG. BOAR VENTED CLCs BOARD REFERENCE I IX2 FIFE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL R-4.I INSUL. REFERENCE STRUCTURAL -4.1 INSUL. m w Lu w m g w WINDOW ATTACHMENT m AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL: 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK 2 COAT E- GLUED AND NAILED 1/2' THICK 2 GOAT °� SCHEDULE PORTLAND CEMENT d j A8 PER NAILING SCHEDULE PORTLAND CEMENT :S W PLASTER APPLIED w PLASTER APPLIED a DIRECTLY TO w DIRECTLY TO IL MASONRY m MASONRY w IX2 FIRE-STOPIf-ELEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION 5/8' GYPSUM BOAR 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R 'fIELIEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.I INSUL. . , R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RREPERENCE 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 STRIPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O,C. MASONRY g• CMU DIRECTLY TO B, CMU MASONRY 1/2'GYP. WL. BD. I/2' GYP. ILL. BD. WOOD BASE IX2 FIRE -STOP WOOD BASE D(2 FIRE -STOP a a L LH •a W/ WINDOW OPENING ra 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$078 FAX: 407-774.4078 www.a bdesigngroup.00m AA #: 0003325 K m c o 0 LL-9 k N g W �I = i i Et"miv. at LOT: 14 ABBOTT PARK LOT #32 BLK #11 Pnon=T* 04181.000-32113 MODEL: 4EHB "2605- HAYDEN" GARAGE BVMCG: RIGHT PAGE: DETAILS 60 MPH EXP. CEP DA'm: 08/31/21 SCALE: 1/4"=1'-0" SHEET D2 tea. ZX6 P.T. • CENTER OP DOOR LEADER SECURED UV fV 14, X 6' J-COLT W/ W MN EMBEDMENT UV 2' X 2' X VO' WASHER 4 NUT OR UV (2) 14' X e' ANCWOR BOLTS YV 7' % 7' % V6' W4SIER 4 NIJT 0 ® SECURE 7x4 TO BLK IW ® 1/4' TAPO" 0 lia 1 1/4EMBED, S' O.C. A. END DIST, I VY EDGE DIST. ® SIDE& 2X6 GARAGE DOOR BUCK 6ECURED UV (5)1/2' X 8' J-BOLT OR ANCHOR BOLTS. UV 4' MN. O'DEDFRNT, UV 21 1E X 2' X V6' WASFER 4 NUT. (1) IUT14IN 6' OF TOP, (1) WITHIN 6' OF THE ISTM, ® (3) EVENLY SPACED. IS U 0 NOTEM ALL ANCHORS SHALL 6E N ACCORDANCE TO MANUFACTURERSMTALLATION INSTRUCTION& WERE 611CM WATII 1 T. ACE M BTlIN:dMT GARAGE DOOR T BUCK ATTACHMENT \QV44:AMN. rS',T-a 2X4. ® 2X4, ® 2X4, SECURE TO BLOCK UV SECURE TO BLOCK SECURE BLOCK U TO V 3/16' TAPCCAJ9 fMN W/3/16' TAPCON6 (MIN. 1/4' TAPCON6 (MIN, 6HATK 617E J48 MN. SHRANK SIZE .145 MIN. SWANK SIZE JAB MN. HEAD SIZE J00 HEAD SIZE 366 HEAD SIZE 300 MN EMBEDMENT I V47 MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8. OF EACH WITHIN 0' OP EACH END 4 IS' O.C. MAX END 4 IS' OG. MAX END 4 B' O.C. MAX SPACING. SPACING. SPACING.. 2X6. ® 2X6. ® 2X6, SEGUE TO BLOCK SECUEe TO BLOCK SECURE TO BLOCK WK2) 3/16' TAP'CONS W/O) eM' TAPO" 111/(7)1/4' TAPO" (MN (MN SWANK SIZE .W5 (MN. SWANK SIZE J45 SWANK SIZE .145 MN. MN HEAD SIZE 3" MIN. HEAD SIZE 300 MEAD SIZE 300 MN 8• cm MN EMBEDMENT I V4') MN. EMBEDMENT i V4') EMBEDMENT I V49 WIT14N 6' OF EACH END S' cm WITHIN 8' OF EACH END 6• CMU UNT14N S' OP EAC14 END 1/2' DRYWALL 4 18' Orl MAX SPACNS. 4 U' OL. MAX SPACWJ 4 N' OC. MAX SPACING. 8' DR Ix4 P.T. OR 8/4'X4' MIN. V2' DRYWALL VZ' DRYWALL �. DRYWALL SECURE THIRU FRAYS 4 I'X4' 7X6. ® 2X8. ® 2X8, EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK ❑ I.M. SECURE TO BLOCK I'X4' SECURE TO BLOCK 1h14' BLOCK UV 3M' UIK2) SAW TAPCONG P.T. NAILER WH7) SAW TAPCON6 P.T. NAILER WK2) V4' TAPC" P.T. NAILER TAPCON6 DOOR CASING MN SHANK SIZE JO 1AW O.SB. X 4' MN. (MN. SHANK 61ZE J45 DOOR CA61NG (MN SHRANK SIZE J46 (MIN. BNMK 612E .W5 MN HEAD 612E 300 MN HEAD 612E 300 MN MEAD SIZE JOD TM' OPiB. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING MIN EMBEDMENT I V4') MIN. EMBEDMENT 1 114') MIN. EMBEDMENT 1-1/4' WITHIN S' OF EACH END WITHIN 6' OP EACH END WITWN S' OF EACH END DOOR CASING WITHIN e' OF EACH END DOOR JAYS OR WINDOW 4 U' O.D. MAX 4 IS' = MAX 4 B' Ork MAX 4 IS' OZ. MAX SPACING ATTACH TO 2X PER 6PAC%M DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH) JAM X PER DOIU DOOR JAMB OR WINDCU MANFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANLFACTURES DETAILS. NOTE. 8WM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3/4" OR +5/4" w TRNDOw TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK NV 3/16' TAPCONS (MN SHANK 617E .US MN HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 I6' O.C. MAX BRACIN +L. 2X6: CM SECURE TO BLOCK WK2) 3116' TAPCONO MN SWANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 UNT14N 6. OP EACH END 6. Cy 4 10' OZ. MAX 6PACI V2' ORTUTALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER UV(2) 3M' TAPCON6 DOOR CASING (MN SWANK 617E .145 MIN. HEAD 612E 300 MIN. EMBEDMENT 11/49 WITWN 8' OP EACH END 4 b' OL. MAX 6P.4CN4Cr. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS, NOTE: 8WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLACK +l 1/2" n1R AP TO BLACK +1 1/2" O NOTE, SHIM A6 NEEDED TO PLU ID JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" 1IIND01f TO BLOCK +1 15/18" 2X41 SECURE TO 15LCCK UV 3/16' TAPCON6 MN SHANK 812E .MS MN HEAD SIZE 'J00 MN EMBEDMENT 1 1/4') WITWIN 6' OF EACH END 4 10' O.C. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 6ECUE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3M' TAPCON5 3M' TAPGON MN. I-V4' (MN SHANK 812E J46 EMBEDMENT INTO BLOCK MIN, MEAD SIZE JOD MN EMBEDMENT 1 V41) U.ITWN 6' OF EACH END 6' C'1U 4 IS' CO. MAX SPACING. V7' DRYWALL 7X8. ® ❑ GCCURE TO BLOCK I'X4' WK2) 3/16' iAPCONB P.T. NAILER (MN. SWANK SIZE J46 DOOR CASING MN HEAD SIZE J00 MIN. EMBEDMENT I V47 WITHIN 8' OF LAC'. END 4 16' OZ. MIAx GRACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, 8141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLOCK +2 1/4" /11RND01I TO BLACK +2 1/4" u NOTE. SHIM AS HEEDED TO P 115 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" /G OTNn(1RR Tn NTn(`K +9" 2X4. INS SECURE TO BLOCK W 3M' TAF;= (MN SWANK SIZE J4S MN HEAD 612E 300 MIN EMBEDMENT I V4') UNTWIN 8' OF EACH END 4 U' OL MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3AW TAP'CONS (MN. SWANK SIZE .145 MN 00 WEAR SIZE 3 MIN. EMBEDMENT I VA') WTWN S' OF EACH END 4 N' = MAX SPACING 2X8, CM SECURE TO BLOCK WK7)!M' TARO" MN SHANK SIZE .MS MN WEAD SIZE 300 MN EMBEDMENT I V49 WITWIN e' OF EACH END 4 W Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWMO 214 NON-STRUCTURAL 3M' TAPC0N MN 1-1/4' EMBEDMENT INTO BLOCK NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 6' cmu 1/2' DRYWALL 1714' P.T. NAILER DOOR CAGING 2ND 2X SECURE TO STRUCTURAL MEMBER UAf(2A2d UNTWN S' OP EACH END 4 •' TO 6' O.C. MAX DOOR JAMB OR Wh.DOW ATTACH TO 7X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" /1x1L,innrnw Tn ainr7c +g" NOTE, SWIM AS NEEDED TO PLUMB JAMB ?DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/I6M @RLLNDDIL TO BLOCK +3 7/18" 2X4, 101 SECURE TO BLOCK W/ 114' TAPCONS MN SHANK SIZE J46 MN WEAR SIZE 300 MN EMBEDMENT I V4') USTNN S' OF EAC14 END 4 W OL. MAX SPAC6Y NOTE, STRUCTURAL 2X MOT BE 2X6. am ON OUTSIDE 4 SEGUED SECURE TO BLOCK TWROW64 NON-STRUCTURAL WK2)1/4' TAPGONB (MN 3M' TAPCON MN 1-1/4' SWANK SIZE 145 MN EMBEDMENT INTO BLOCK MEAD SIZE 300 MN EMBEDMENT I V4') UTHN 8' OF EACH END 6' Cm 4 W O.C. MAX SPACING. In' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER W(2)1/4' TAPCON6 P P.T. X 4' MN rnN BWAHK SIZE J46 MN HEAD 84ZE 300 MN EMBEDMENT 1 1/4') DOOR CASNG UNTHIN S' OF EACH END 4 W OG. MAX 6PAC61G DOOR JAMB OR WINDOIU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" r11RN " TO BLACK n +3 3/ " 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupmm AA 1): 0003325 0 'a Q O BUDDIV. Ae L.OT: ABBOTT PARK LOT #32 BLK #11 PLROJLLLICT# 04181.000-32113 MODSZ. 4EHB "2605- HAYDEN" GAII —402 BWDCO: RIGHT PACE: DETAILS 60 MPH EXP. D 08/31/21 scALE: 1/4"=1'-O" ssairE D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL4 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 1147391 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 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 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10"1.4 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 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A 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 12/32/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/2312023 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 12/31/2023 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 5/21/2028 15279.2 CLOPAY BLDG.PRODUCTCO. EXT. DOORS SECTIONAL 2020 FWA 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/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe 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 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 23192.2 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 22/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/32/2024 158.2 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 it N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA N: 0003325 V h O aUSDIV ee LOT: ABBOTT PARK LOT #32 BLK #11 PROJMTp 04181.000-32113 MODEL: 4EHB "2605-HAYDEN" GARAGE EVaNG: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. L� DAM 08/31/21 ucALE: 1/4"=1'-0" SHEET D4 FAEFOPMED CONTROL JONf FLANGE OF CONTROL JOINTS Td CE URED TIED TO LATH . W OO. MAX (VERTA NOTE, Do NOT PAOM CONTROL JOINT TO ULAU. EVEN R STUD!XIST6 BEYOND EXCEPT 6TAPLE6 W W I" MAY am USED TO TEMP. SECURE CONTROL JONT DURING INSTALLATION —� FASTENER6 TO BE SPACED---777 • l' Or_ MAX VERTICALLY / I / I ` \ rLAB R3 COAT CEMENT WPM LAYER 4, FORTIFIER 13UILDWS PAPER APPROVED METAL LATH FASTENED ST' (YERTJ 04, MAX AT SUPPORTS WIND LAYER 9, STUCCO URAP WOOD SHEATHING MIAMI' LATH SFLALL DE CONTSUUOW TF8601YIF1 JOS'IT6 auT BE STOPPED TIED AT EACH SIDE. PROVIDE 7X4 SLOGGING PER ASTn CIS63 \ PLACED PLAT MAX. 6' TO S' FROM CONTROL JOINT UlEN CONTROL JOINT FALLS ON I. A&TEFER , FOR LATH TO BE NAILS OI i STRUCTAfAL STUD STAPLE6 IN COMPLIANCE W ASTM CIBS' 2. URN TIES TO BE (NO. 16) 0041W WIRE 3. BLOCKING 6HOIW MAT BE IN ADDITION/ \ TO UAALL STUDS REQUIRED PER PLAN I IlfVllll III i O"M" TYPE CONTROL JOINT OL R0.D NBI.10 . M. A •"OLD O L--. M.A :. C.UAM . FR. R CONAN . Pf. C WNOLe RCOWIn OLFOLD NWIID.Fr.♦ a. CRSAM . Fr. s • OCI D A- • OL —0 —.-A :. CIMAN . PT. S 3. CRAM. Fr.G a FOLD R. O OYM Fr. a T4 L in. C TO.DSIS EDrTOM M..NM ,M 11100"0 AN( M PL "A"" YATEI T O MIL FOLD.. 04 lim CUT. THICK, 3 COAT CEMENT PLASTER awAMB, II)': COAT CSMIRT FLA&TSR(CIW URB LAYER 4, FORTIFIBER BUILDING PAPER (R4vR OILY) Ulm LAYER -L STUCCO ~(FP.um OILY) INSTALL FASTENERS (CLAM, NOTS, STRAPS,STAPLES) AD APPROVED ISU1LDNG U,RAP IE12UIPMD TO SECURE SHALL RE LAPPED A MNIMLlM OF PIPE/ UNRE TO FRAMING 6' Is VERTICAL LAPS (ROLL WPM LAYER 9, ENDS) U 6' . HORIZONTAL LAPS. ALL 69" NEED TO DE TAPED LATH VERTICAL LAP TO BE V STUCCO lUlAP U 74 FORTIDER 6NEATHS4G TAPE UM LAYER 4, "WINNER SUD61G PAPER FETAL LATH Sk6' SELF-ADLCRIUG MEMBRANE / \ FLASHING OVCR 4-A4' SELF-ADWERING MEMBRANE FLASHING OVER APPROVED rleTu LATu \ HOW! UIt.-1P. ONTO NPE �JC X X X I FLASHING TO EX7Q1D WOW SELF -ADHERING MEMBRANE PLANNING OVER APPROVED _ I HOUSE ~..PLASNINM TO EXTEND ONTO PIPE IT METAL LATH =WW UIE! LAYER -L I I- THICK, 3 COAT CEMENT V CONT. BEAD OF SEALANT STUCCO UMEAP PLASTER INSTALL APPROVED N tNW%NtAP AIR LATHLATTM DARTMIER OVER R LAP LMETAL URB LAYER 7, PORTPIBERYER W. as FORTIFIER I BUILDING PAPER lLABTOMERIC COATING OVER STUCCO/ BUILDING PAPER UPID at G.V. FNBH (SEE TYP UALL 6ECTIOW STLICCOLAYER LLRAP YIOOD SHEATHING SECTION SECTION PER BMIIer I.SSR Sr lows RR Exteriorplacer 'or ofPortlandthe hall comply with the eC pkiWDoernen ply 926-on requiremeMa dASTM C 92618b. MN LATH Installation of bU 106&19.,i; and framing ALL LAP AST .hall comply with ASTM C 10GSi9a, oomp 2 SCALE. I IA'.1'-0' or ASTM 1787, Q KIC KO UT DETAIL 3 PLAaaS, 07CP OILY) WS. PAM OR CM U uneLloR eoaFAWLLermElz � € � Ill WALL IRA4HN3 y e� A�"d RSHM(INS �(P, Ilk .7c —WARUsUs TI DSO ftA.(aara ae UQaL INSTALL KICKQR PLAN" AT BOTTarT a RxF a YHLL NTEMICTI" VERTICAL LATH & PAPER DETAIL WOOD DUIEAT 5106 LAPS OF METAL PLASTER BASES SHALL aE SSCWSED TO BUILDII PRAMINS MEMBERS, PAPEP THEY 664ALL BE TIED BETUEEN SUPPORTS UTN 010416-N (121-MF) 6TUOC1 UPW AT INTERVALS NOT MOTE THAN S' (279-MM). AS PER ASTM CI063. bum PON REPAIR OF TEARS N U® LAYERS, TEARS MAY ISE PATCHED WHOUSE WRAP TAPE PER MANiP. SPED. OR PEEL N STICK z F WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM,) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' -L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. SS(6' SELF -ADHERING MEMBRANE PLA614INS. (COMPATIBLE W HOLIM UR4P MATERIAL) OVER 4'K4' SELF-ADHEl6Y MEMBRANE FLASHINS OVER APPROVED HOUSE U MAP. PLAfiHNCb TO EXTEND ONTO Phaff LEGEND DRAINAGE PLANE (WRB LAYER #l, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16ll ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-54-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.a bdesigngro up.com AA M: 0003325 NOW Asa 04 AN T�V O a aysDiv ee LOT: ABBOTT PARK LOT #32 BLK #11 PIiOJWTM/T 04181.000-321 3 MODZU 4EHB "2605-HAYDEN" oAieAGZ BWDFG: RIGHT PAGIC: WALL ASSEMBLY DETAILS 60 MPH EXP. CJ DATE." 08/31/21 9CALM 1/4"=1'-0" >sHMET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASWMG TO BE, I. BOTTOM, 2. SIDES. 9. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. �X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS r � APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKING • JOINT ALL AROUND I I PER SECTION Etdedor 1et111na andohoWna BACKER ROD Exterior use of portland cement plaster shall comply with the application JG. requirements of ASTM C 928-18b. Installation of exterior lathing and framing 1 shall comply with ASTM C 1083-19a, :X. or ASTM 1787. WRB LAYER'!, ��...X: STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT ( FRAME) WOOD SHEATHING LAYER'!, 87UCC0 WRAP LAYER R, FORT[FIBER BUILDING PAPER TION 4�111111111 METAL LATH eVINYL CASING BEAD 6' RAISED BIND V TO K' M 12-WALL nsw� wrr� 64 V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING !INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLAB! ELEC. METER FIELD VERIFY LOCATION A VENT PENETRATION SCALE: N.T.B. I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER PI, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED _,_ " t °' WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE — STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIA HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE D. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRS LAYER h, STUCCO WRAP WRIS LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' OC. MAX K' TO)P MID -WALL weer acleeeD 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FIN16H • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 a' WRB LAYER M, STUCCO WRAP .... ......... ...... WM LAYER 01, STUCCO WRAP 9 APPLY 60 M SEMBRANE T GRADE 'D' FELT FLA MEMERANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 42, FORTIFIBER SUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL W LL SECTION) METAL LATH STEW 05 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7745078 FAX: 407.7744078 www.abdeslgngroup.com AA 8: 0003325 h q o 3 SVHDIV. Ce IAT: ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32113 MODRILA 4EHB "2605-HAYDEN" GARAGE SIIITTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. SEM 3 SCALE: 1 /4"=1' — 0" aII CZT WA2 CONSTRUCTION IYi HAT CHANNEL ' TYPE 'X' DRYWALL WOOD 8HEATHIN4 UPS LAYER -1, —� STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER 9,�( STUCCO WRAP �a AMIGO AM66-WPW=-1BO CUSTOM CASING BEAD WRB LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER i• THICK 3 COAT CEMENT PLASTER 6• SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 6' SELF-ADNERENG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 9, STUCCO WRAP 1 UARB LAYER 7, FORTIFIBER m BUILDING PAPER 6' SELF-ADHEREINCs PLASNNG WRAPPED j • CORNER OF CANTILEVER IELD NO GAP IN F (SHOWN FOR CLARIFICATION O= SEPARATE ACCESSORIES ONLY) CASING BEAD 1 O A DTL. C91 CANT. SCALE, I V2'.1'-V NOTE: METAL LATH: LATH TO BE PER SECTION R7031.1 / ASTM C-541-14a, MIN. 2B LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'A' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL C�I��� WOOD CONSTRUCTION RESISTIVE 9 RESISTIVE 2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION E)(T. wDao wRA4•IEc WALL SI.®-FLOOR DECKING PIE-",D To" WEATHER RE816TIVE DARRIEIII -2 j' THICK s COAT CEMEPT PLASTER METAL LATH WOOD "ATHNG- 4• POSITIVE DRANK / \ WEEP 'CRESOL/ l' 6GIJLFJELlIGO FL ! IFJCLD (SNOIIN FOR CLARIFICATION OF SEPARATE AGCEE80RIES ONLY) COLUMN SHEATHING WEATHER RESISTIVE BARRIER .1 WEATHER RESISTIVE BARRIER 4 6' SAP. \ `Q PEEL 4 STIFIK I Ya'Y3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I X' X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT..4' MN. DRT WALL SPACE FROM DRIP PACE TO TREX 1' THICK, 3 COAT CEMENT VINYL CASING BEAD VASTER WATER PROOFING 1st`' ' LAYER (2 LAYER At 1 VIM . ww�"i� "uw^i' � PEEL N STICK , 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LATER (2 LAYER METAL DRIP EDGE PEEL 1 STICK) BET N FULL BED OF 6' PEEL / SEALANTjv MN. STICK • DRIP SPACE FROM DRIP FACE TO TREX EDGE TO DECK Yi GAP FOR BACKER ROD 4 SEALANT 06'XI V P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS yIM1'L CASING BEAD 1 WATER MWOFNG lot " WEATHER RESISTIVE LAYER (2 LAYER PEEL DARNER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DTO ECK BARBER -2 CANTILEVER 6' PEEL 4 STICK • DECK M EMDRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB PLOOR EDGE ®® 3' X 3' 26 C.A. GALV. METAL DRIP EDGE SET IN FULL BED OF 1 SEALANT. N MIN. 1)1'XI P.T. OR SIMULATE WOOD (TREX) PILLER SPACE FROM DRIP CGNTMAJ" FACE TO TREX Y�' GAP FOR BACIKE YNYL QAW45 BEAD ROD 4 SEALANT WATER PROOFING I"t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL / STICK) STICK) WRAPPED PROM 3/4 RESILIENT DALCCNT DECK TO 14AT CHIAMIEL VINYL QAbbWLgrA.Q--�, rT14IWER TH11CK 3 AT CEMENT PLASTER METAL LATH 5/S• TYPE 'X' DRYWALL WOOD SHEATHING WREXTURED 4 PANTED WEATHER RESISTIVE FINISH SAAMER M WEATHER RESISTIVE II R3 COAT CEMENT NNER -2 VINYL CORER BEAD DRAM VEEP SCREED VINYL CASING BEAD _ NO GAP N FIELD (SHOLLN FOR CLARFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION V GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED / PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 0EAT14EM RESISTIVE BARRIER 4 EXTERIOR CDLI2' COLUMN SHEATHING L E G E N D m' SAF. ,1Vx3"L•FLASHING DRAINAGE PLANE (WRB 'FULLY EMBEDDED N ROOF CEMENT LAYER 01, STUCCO WRAP) I )S X 3. 26 GA, GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER - • -' - - - SET N FULL BED OF SEALANT,)i'MIN BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL C,ABING BEAD METAL LATH x-x-x-x WATER PROOFING lot LAYER (2 LAYER PEEL 4 STUCCO STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER WOOD OR 7/16" ZIP WALL i' THICK, 9 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOFOR CLARIFICATION O' VI ING BRAD D J (SHOWN FOR ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NTS, F WOOD SHEATHING WRB LAYER 9, STUCCO WRAP ' 2x FRAMNG MEMBER J' THICK 3 COAT CEMENT PLASTER WRB LAYER '2, FORTIFIBER WOOD SHEATHING 21/2, BUILDING PAPER FASTENED TO SHEATHING I WRB LAYER #1, ::.,•r.;.�.-r: ,: • 1' O.C. MAX METAL LATH STUCCO WRAP e - I 4' WR6 LAYER 9, k THICK, 3 COAT CEMENT „+ i WRB LAYER S2, FORTIFIBER erucco utRAP PLASTER ; BUILDING PAPER WOOD SHEATHING 6'SELF-ADHERING METAL LATH METAL LATH FLASHING ;2 �. J ' 1 a� TI"I ICK, 3 GOAT CEMENT WRB LAYER -2, FORTIFIBER BUILDING PAPER , I I \(EXPLODED VIEW FOR PLASTER -'I CLARITY) 14A CORNER BEAD ® FRAME DRIP GAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING D 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WRB'LAYER 9, BTUCGQ WRAP WRB LAYER 02, FORTIFIBER ' BUILDING PAPER = METAL LATH THICK, 3 COAT CEMENT PLASTER h'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE �1 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAR: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 tY e k o jE 3 O LTMIV. at LAT ABBOTT PARK LOT #32 BLK #11 PR OJWTp 04181.000-3211 MODZSLt 4EHB "2605-HAYDEN" GAZrAOZE OWIIQOL RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH E . DATE: 08/31/21 INICAI.1M 1/4"=1'-0" RS1MUCT WA3 Ya' GAP TYP a' THICK 3 COAT CEMENT WOOD SHEATHING CASNG 5EAD PLASTER TO TRIM METAL LATH 1X TRIM MEMBER WRLAYER 01,® B STUCCO TO STUCCO WRAP SIDING TRANSITION WRD LAYER 4, FORTIMISER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i WRB LAYER 01, STUCCO WRAP METAL LATH i THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER B�Yj RAP WRB LAYER STUCCO WRAP PLASTER n 4 i BUILDING PAPER VSELF-ADHERING METAL LATH CASING BEAD FLASHING' �• � THICK, 3 COAT CEMENT FL SHING OR t STICK FLASHING OR VINYL ANGLED �-fEXPL�ED PEEL PEEL CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASING BEAD 18 DRIP CAP �� (CROSS SECTION) WINDOW FLANGE WRB LAYER 01, STUCCO WRAP At VINYL ANGLED ` ' WOW CCNSTRIZTION BEYO►D CASING BEAD RIOOO SHEATHING WEATHER RESISTIVE WRB LAYER'2, FORTIFIBER 1 BARRIER m BUILDING PAPER % �IECIRt 7SISTIVE �� \\ LATH I I � / \ METAL u�le WIY%e SIDING ,BRA / ••j; PLASTERS COAT CEMENT ;"- � R Mp L � 1 ILEAT1ER REMlTVE 1 \ BARRIER 9 STARTER STRIP\\ `!ATWER lRESISTIVEFLASHINCsDHERING BARRIE� I I \� ,•J y 6,&ELF-ADHERNG SEAL OPENM FLASHING is \ GALVO METAL DRIP CAP / GALv'D METAL Z' RASG K-AFIM z• FLASHNG -'-----� I X S' SNALATCD u�3oo TRIM MEMxR WINDOW FLANGE CASING BEAD @ WINDOW e_(FRAME, W/BAND)5C PRSEALANT tORAPPROvED - - - - - - - - - -_-____ SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBW, METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER fl, STUCCO WRAP WOOD SHEATHING WRB LAYER N2, FORTIFIBER • WOeE°Y°ac �TlelcrlaN W WLP- FCRNG BUILDING PAPER y ' WRB LAYER eI ' WOW &EATHNG I THICK 3 COAT CEMENT I STUCCO WRAP RIEATHCR RESISTIVE I1 nEATWR RESISTIVE BBARUNARIE \ e' RRIERR 9 TO PLASTER I . ' i REelenvE TOP BARRIER -7 \1 of Z• R."WNG WRB LAYER 02, FORTIFIBER / uexiRe,�iAPsl°NG / I a VINYL ANGLED I i BUILDING PAPER ••RELF.ADHERING I BBAIARIEEie��rlvE CASING BEAD ,. I FLAeHNG �\ '" / T�HER �elenvE s�' I i METAL LATH VINYL CASING BEAD STARTER STRIP �• THICK, 3 COAT CEMENTon (EXPLODED VIEW FOR PLASTER \ �� ' �I. CLARITY) du4LYD METAL ' WEATHER RESISTIVE Z• ILAShING MM TO' ` BBARRIIEAR ,TOE a�y6. R - _ OF 'z' FLYYA4�S1HG CIN MER BREXIBL)E PVC TRIM MEMBER \ / •SELF-ADHERNG BEAD @ RAISED W&ELCASING *4 R \ I IIFL BAND (FRAME) `A'"R \�\ a-kfl�IIRATNIIIIRON"PPRD,E°s�T \ 17A ILE.ATIaR RESISTIVE BARRICRM R RESISTIVE SCALE: t I/2'=1'-0' BARRIER RCSISTNE E•z BEAD VNYL r HIS BARIRICR7 E De PVC BACKER SIDING TO STUCCO WEATWER10"sTIVE ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER METAL LATH _.. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER db' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED -,.---------- ------ F�R_CLARITY---- - ---------------------------------------------------------------------------------- Y4' GAP TYP ✓ THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT— TO WINDOW METAL LATH WINDOW FRAME WRB LAYER e2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WINDOW FLANGE b' WIDE PEEL t STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP / BUILDING - WRAP -- 16A Ez BEAD WINDOW CASING 1441 N. RONALD.REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdesigngro up.mm AA 5: 0003325 1 a o StMDIV. Ae IAT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32113 MODZU 4EHB "2605— HAYDEN" CARA M awtNC: RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH EXP. DA� 08/31/21 SCALE: 1/4"=l'-0" allmT WA4 CAR�ESHIOU ID BE TAKEN N KEEPING THE VENT FROPERLY 4". 6' AND 1tl' SHOWN IN 4"GAI.VANffD ALIGNED. VENT PIPE IS SEALED IF UTI-6ED. NAILIN RACE USING 1-1/4" NAILS AT EACH CORNER. ROOFNGCEMENT SHOULD BE APPLIED TO ALL EHNGLE EDG£S NEAR THE 11 INK3101 OUTER EDCE AND AROUND THE ENTRE PERIMETER AS CU70UTTHEGOOSIENED VENTOPENNGPITHEROOF SHEATHING. SRE THE OPENING IN ACCORDANCE WITH THE RED OM MENDED IN SEVERE WEATHER COASTAL CCNSTRUCTIONZONES. CHART SHOWN, N THE EVENT A MECHANICAL VENT FAN IS USED, -E THE VENT OPENING IN ­'N" VENT FAN MANUFACTURE'S PIRNG CCNNECTgN INSTRUCTIONS. DO NOT CUT NTOTRUSSES OR RAFTERS WHEN GUTTINGTHE OPENING IN THE ROC£ RTTER I—= REMOVE NTERFERNG SHNGLE NALS AROUND THE PERIMETER OF THE OPENING SOTHATTHE NALNGFVJ4GE THE VENT LAYS FLAT TO THE ROOFSHEATHNG. SLIDE THE AND SSE FLANGES 6 THE VENT UP AND UNDER SHINGLES VEIN FLANGES TOLAYCN GLES ALHESH HE THE —SHIHEBOTTOM IF e o� ROOF HOOD VENT DETAIL CUT HOUSIR~ AT 4a' Amu MODPIED'1• Cur IN MOUSEN~ TEMro FOLD•1 Houm TICK F AL MEA N AT APPROVED HOu6EERAP \ OVER 64EATHNS OVER UD STUD UALL SLOP STEP 1 NDIA" 6' SELF-AD1161616 K ASMu4f OVER VNn MEAD MASM"S AMM END DY4NNdLm FLAN9E WAY -A DELF-ADMERIMS NI' MN IMTC 0 JAMMASHINASNSki NATAL L V WM D" aw EXTENDLI. & 1• EEOW SILLL\J/\ FLEXIBLE FLASNN6 Do NOT DEAL BOTTOM --� FN STEP 6 I STEP 7 AL04 FLASM616 uV W. ED" OF SILL ow. FASTIN CALLY ECOM. FAKED EDGES. (CAP w1Ls. STAPLES) NSTALL DIIFCIJT FLE)dRAP AS T PLA04M AT THI FOLD LIOIME~ DOWN . TAPS DIAGONAL CUT 4 AORO66 HEAD OF wRDCU) PLUMBING VENT DETAILS SCALE. NTY 7F SEALAW AT N4!& AND NEAR a IPPLY TO BACK OF SIDpU NALNS LAN" IN LNE um Riff-IRMCH® IOLE6 OR 6LOTS, NATALL 6' UAI ADHESIVE - SACKED FLE%ISLE FLASHNS MATERIAL OVER DRIP CAP JONT(FROTECTOAIRAP ISI a 50") STEP 8 'L`� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 36" WIDE VALLEY FLASHING SeY CH HEAVIER FELT UNDERIAYMENT ASPHALT 6"OF CENTERLINE -ENFASTNERB W ENDD OF SHINGLE LEASST T 11 AT EN SHNGLE AT '�YOND VALLEY GEM — CLIP —OFF C OEGFEES -SHINGLES TRIMMED—K FROM VALLEY CENTERLINE L IT ID THE CONTACTORS RESPON61151I TO VERIFY ROOF VALLEY DETAIL THE aSSRAP- IBiALA a ALL PRODUCTS, NCLUDN� THEHOUCOMAP. MUTT T111OP . L PRODFYRMO SCALE, NTD N-"WM MATENAL6 USED DU MIS COMTRJCTION 7. **TALL ALL MATERIALS PER MANU,ACTURER6 WRITTEN 6PECPICATI" 99 ATIBLLMALANTS MAY REACT ADVERSELY IF NOT EAN AND REAL JAMS TO SILL JOINTS WTH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK � IR SCHEME SHOWN SWILL ESE IMPLEMENTED AT ALL WNDOI#D WITH EVIDENCE OF WATER INTRW310N 81 TI$ WINDOW OPENMG tGEAL�MTERIOR PER"ETER OF WE,DOW WITH APPLY ON IOU 10 EC AL)MALAW 1 FLUID AILED TLAS/INS (LAW-0 UNITE -SEAL RC-SI aft E6 UU X &LOPE DLL TO EN NaM L IT I& THE CONTACTOR" REDPONDRIILTY TO VERMY THE C"ATENLTTY OF ALL PRODUCTS N UCTCLIJDS46 MALAWI A SELF-ADFERNS PLA014NO MATERIALS UND "URNS CON6TRJCTICN 7. PLASHN6 AT EXTERIOR U1000016 MID DOOR OPENNSS SHALL BE MITALLED N ACCORDANCE WTH K~ACT✓IMWb INSTALLATION NGTRIJCTIONS AND APPROVED PIRT IOD U OF FSIC RTOM U N ACCORDANCE UTN PWAVRATION MANUFACTURE" INSTALLATION AND FLASHIM N6714UCTIOu1R WAINWO MALAWS MAY REACT ADVSRMLY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 WW F C S oulwiv. & HAT: ABBOTT PARK LOT #32 BLK #11 PROJ=T#T 04181.000-32113 MODEL.• 4EHB "2605- HAYDEN" GARAGE BTITINOT RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ----------------------------------- ---------I / - - 2x& SUB-BANb W/1'x4' NOTCH ---------------------------------------- ---=- END, WRAPPED IN / - METAL FASCIA WRAP !� PEEL t STICK / N Y j I,, DRIP EDGE 1� - ------------------------------- -- ----- I I \ i/8' TEXTURED 1 \ - 1 FINISH ® WOOD 1 \\ 2x6 eue BAND 1/2' TEXTURED \ \ FINISH Is CMU / \ Ii. METAL FASCIA \ O FLAN jI \\ WRAP i6' FROM \ \ STUCCO, I' FROM \ a \\ a WOOD WALL \\ ``\ r EXTERIOR WALL (FRAME OR CMU) \\ \\r NOTE: NOTCH FOR 2X(6 \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \\\ \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) \ 1 1/8' TEXTURED FINISH • WOOD, 112' TEXTURED FINISH • cm METAL LATH WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP(FRAME ONLY) WM LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ it/8' TEXTURED FINISH `\\�\ /WOOD, 1/2' TEXTURED -- — // FINISH ® CMU 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®IEL15 AIION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL © PL AN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-m' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH o END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 9 END, WRAPPED IN PEEL s STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e+ ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 K 0 I 11.3 aysaiv ae LOT: ABBOTT PARK LOT #32 BLK #11 Pnon=T# 04181.0 0-3 113 MODZIa 4EHB "2605-HAYDEN" GA tAGE DWING: RIGHT PAOB: WALL ASSEMBLY DETAILS 60 MPH EXP. (1) #5 REBAR VERTICALLY W/GONG. POUR CELL R-4.2 INSULATION z w TEXTURED FINISH z 8" CMU co O 12" GYP, WL. BD. f 4" CONC., REINF, W/ 6"x6' WlAANl.4 WAM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL (2) #5 REBAR ON CHAIRS 1-STORY FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONIC POUR CELL R4.2 INSULATION z w TEXTURED FINISH z N 8" CMU m O 12" GYP. WL. BD. Wool) RAPE Z� '0 U 4" GONG, REINF. W/ 6"x6' W1.4",4 WWM ON e 6-MIL POLY ETHYLENE VAPOR BARRIER ON a WELL -COMPACTED CLEAN FILL (2) #5 REBAR ON CHAIRS 2 2-STORY FOOTING W/ BLOCK WALL SCALE: 3/4'=1'-0' I I I I 2-STORY 2-STORY I ffi 4" CONC. STEM WALL MONO FTG SLAB 22'-4" S aw i O w a I I TOP OF m 28'-r, SLAB 5 3 J L "' J — s1 M , 2 FM-16x18 li i-1A 1 4 81 1ii15��. 1.1 i 10'-0" 11'6" 2-I" 2 4" PVC 8, 0'-0" CHASE TT SLAB I' It FIN FLR. = 101.60' NAVD o ii ml 7I J 2 I w 4 o I O 11 i i 1A 1 I O 11 n 21)'1„ T-l' 9 i SWA1 X12 11 I I 1?II I A ;; L�s — -- e F-24 4 0 l i 1.1 1.1 I vl °4 m O I ri i c a UP T02ND FLOOR 'P O I a ii W I I (FIELD VERIFY 0 8 EXACT LOCATION 5 0 o 9'-0• 2'-8" g•-4^ I I W #3 TRANSFER STEEL mI O 0 24" O.C. MAX O of I o7 2 2 0'-0" FIN. ELEV. I I N 81 FIN. CONC. SLAB 1A ml FIN FLR. = 101.60' NAVD 4 11 I SIM. f FD 2 ' I a l h STEM WALL L B, T I 2-STORY 2-STORY STEM WALL MON FTG N - — — — — 117 1�-o",-10„ 16�-0. 2.-, 1" > g r — 9,-8,� — 7�-4„ �_ S 4 OF S1 I FMC-18x18 FM-16x18 -1-1x18 o a w 4" CONC. 4 -- — — — fO m I I 0-- SLAB sl 4 4 5 y L — -4,— — — ,F7 — ,_4" — 6,-6— s1 („#SREBARVERTICALLY W/CONIC, FOUNDATION PLAN POUR CELL z 8" CMU SCALE: 111. = 1'-0" BOTTc „I CIF SLAB MM. STOP REBAR 3" COVER FROM #5 CONTINUOUS TOP OF SLAB T m : 2t m 'd :. 4" GONG REINFORCED W/ 6'X6...4XW1.4 WWF OR FIBERMESH ON 8-MIL VAPOR a „0�, 's a • .. C' • '4. 2 Z BARRIER ON WELL -COMPACTED CLEAN FILL. S • MIN. 25' LAr w Z TERMITE TREATMENT TO BE BORA-CARE � > g a � (, APPLIED AT FRAMING � 9 BAR VeRT MIN. 3' COVER 0 4" CONC., REINF. W/ 8"x6' W1.4xW1.4 Wv1T4 ON °J O E SEE DETAIL 2/5I 6-MIL POLY ETHYLENE VAPOR BARRIER ON iv ? . WELL -COMPACTED CLEAN FILL m d• a 4 9 d' n • " d ••'4 �' :. MN. 26' LAP g w 8" 8" 6" (2) #5 REBAR ON CHAIRS Z of i > _ . � may. < O ,�_6� O ,,,4„ (2) #5 REBAR CONTINUOUS 1'-4' I'-10' ON CHAIRS WALL PORCH/LANAI STEM WALL TO MONOLITHIC CONNECTION 2 STORY FOOTING AT GARAGE (D-q� 3 SCALE : 314"=r-a' scALE:34"=r-a' scALE: 3/a^=r-a' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-01-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-(Y-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 12" 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATK)NS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATES #5 BAR, BNDICATES #6 BAR, INDICATES #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", #8 =381, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZEAND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 402802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4020502-16, USING: Fm = 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 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND VERTICAL DOLLS L NOT TO O EXCEED 3' COVER FROM roP of BLAEs NOTE: HANDRAIL REQUIRED IF GRADE IS 24" BELOW PORCH FINISHED FLOOR. NOTE: CONC. STEPS VARY PER GRADE. (IF REQUIRED). SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS ex6 W1.4xW1.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12, CONTINUOUS 18" - (2)#5's FM-16a18 16' CONTINUOUS 18" - (2)#5's FM-20x18 2T CONTINUOUS 18" - (2)#5'S FMC-16x18 IT CONTINUOUS 18" - (2)#5s - VARIES CW-12x12 12' SEE PLAN 12, - (2)#5's +0•-0• CWC-1202 12' SEE PLAN 12' - (2)#Ss VARIES F-24x24 24" 24" 12' (2) #5's (2) #Vs + 0'.0• TEA8" SEE PLAN e" - (1)#V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 O I tngDIi de LAT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32113 MODEL' 4EHB "2605— HAYDEN" GAP40E e11IMG: RIGHT PAGM: FOUNDATION PLAN 60 MPH EXP. DA 08/31/21 sCALE: 1/4"=1'-0" Sl 3" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED sr — _ y CELL SEE PLAN FOR SIZE AND dd CELL SEE PLAN FOR SIZE AND CELL :FT d SPACING REQUIREMENTS SPACING REQUIREMENTS Ir . GARAGE DOOR 1p II I RECESS 3_F14 j % 8" CMU WALL �, 8" CMU WALL {I CORNER BARS, SAME SIZE AS LARGER BAR b g IN FOUNDATION WITH 30" LEG EACH w WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... I SO THAT THE STEEL REINF. IS CONTINUOUS a• '—�' 1 MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1STORV) #3 19" EXT. PORCH SLAB j/�-^ V IES �' e ' SEE SLAB SCHEDULE TOP OF GARAGE I 4" CHAMFER (15TORY) E (e; ° .ILL °"F' CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE �f' =p MASONRY UNITS SET AT ELEV: W/ 12" ISOLATION JOINT (WHERE 8" CHAMFER (2-STORY) ♦ ♦ ` #4 24" W/ 1/2" IS-1- .. ., l,� 6" CHAMFER (2-STORY) : o'-a' APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) ♦. 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR WxD, BAR SIZE #6 36 z FOR WYD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY H NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=r_a' 2 SGALE:34"=r-a GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/GONG. ;;y� POURED CELL LAP TOP PLATE A MIN. OF 48" S 6 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT m g #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING s O a WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. g SECURED W/2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED k' EPDXY. MIN. EMBED I SLAB W/1 Dd MASONRY GALVANIZED PIPE -+d 8", UNO NAIL O/C STAGGERED. 4 W/FLANGE ® BASE m 5 FOLLOW ALL MANF. ADDITIOIONAL METAL CONC., REINF. W/ I). SPECIFICATIONS FOR CONNECTORS NOT M 'q 6NIS" #10 WWM ON i I USE AND g REQUIRED WHEN NO 5: 8-MIL POLY ETHYLENE M i PREPARATION OF w UPLIFT IS PRESENT. w VAPOR BARRIER ON 4„ 4" O HOLE. rc a D' I• WELL -COMPACTED SECURE FLANGE TO ; SLAB SCHEDULE .. CLEAN FILL TERMITE SLAB W/(4) 114" X 2 1/4" o�p�' +- p-p' [SEE s I I TREATMENT SHALL BE 7APCONS m• Q TOP OF SLAB 4 S BORA-CARE <. (2) CONT. #4 REBAR 4" CHAMFER (1STORY) -�• F 6" CHAMFER (2-STORY) c (2) #5 REBAR ON CHAIRS ♦e#,♦• s 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 12" MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL z COMPACTED SOIL FORM BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'.0" PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 SCALE.3/4"=V-a' (NO UPLIFT) FOOTING W/ BLOCK WALL 5 SCALE 34"=r-a' 6 scALE 3r4'=r-a' 1A SCALE: 3!4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE f CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL aa 6 SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 15" O/C STAGGERED. ADDITIONAL METAL Q Arr J CONNECTORS NOT Q m REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) •:o•• 8" CMU FILLED CELL (TYP.) +- TOP OF SLABk '4� TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING 0.0• TOP OF SLAB .'a. 1/2" DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB ` SEE SLAB SCHEDULE � �• BAR SIZE 48 BAR DIA < e A 4" CHAMFER (I -STORY) in a W/ 1/2" ISOLATION #3 18' 8" CHAMFER (2-STORY) • 16" O.C. VERTICALLY MAX JOINT (WHERE ♦ #4 24" ° -♦ APPLICABLE) MATCH STEEL #5 30" CHASE f REINFORCEMENT N PER SCHEDULE #8 SEE SCHEDULE FOR MID, MR SIZE THRUCFOOTING 47 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WAR. QUANTITY AND BAR OUANTTV PVC CHASE PER SCHEDULE 9 SCALE'3/4"=V-a' (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 1 11 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' Ii N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.com AA #: 0003325 O 8 W ii � O >IC sulwiv. ee LAT:3 ABBOTT PARK LOT #32 BLK #11 Pnoj=T# 04181.00 —32 1 UoDzu 4EHB "2605—HAYDEN" GARAGE OWDIG. RIGHT PACE: DETAILS 60 MPH EXP. DOWEL LEGEND VERTICAL DOWEL NOT TO O EXCEED V COVERFROM TOP OF SLAB FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesIgngroupxom AA 8: 0003325 o a 4 avanly ae lA'h ABBOTT PARK LOT #32 BLK #11 PlEOJIDCT# 04181.000-32113 MODZT- 4EHB "2605- HAYDEN" OARAOE ElVaNO: RIGHT PADS: FIRST FLOOR DOWEL PLAN 60 MPH EXP. DA 08/31/21 MCA=: 1/4"=1'-0" mmz= S1.2 TIE VERTICL REBAR TO HORI- I— ' . HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. C. TO HORIZONTAL REBAR W/ 10" HOOK f d d GROUTED BOND BEAM VARIES PER ELEV. f 4 #5 BARS • m 10" HOOK I, 6 CLEAN OUT REQUIRED 1 ° •• ��• �_ �•-�,-a•' ° y� *8 —� • 3 mFOR INSPECTION <� �' d O I, �, a d 0'-0' FIN. FLR. 0 N ° TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOT( —` T— BAR SIZE 48 BAR DIA '.. #3 18" EISNS OFFSET METHOD HORIZONTAUVERTICAL IZE' CONTINUOUS BAR#'-RDIA. METHOD #4 24' #5 30" h #5 30' #5 #7 42' HORIZONTAUVERTICAL ARE NOMINALSI • �MASONRY SYMBOLS >k' 3 SCALE 3/4"=r-a' 1 REINFORCING n REINFORCING #5 3Z' #7 4Z' SCALE: 3/4"=1'-d' u� I NEW REINF. BAR sit SECURED W/2-PART EPDXY. MIN. EMBED I J m d 8", UNO FOLLOW ALL MANE. o I SPECIFICATIONS FOR USE AND J # PREPARATION OF HOLE. . d STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngmup.°°m AA #: 0003325 o y q C sysDLv. ae Lo ABBOTT PARK LOT #32 BLK #11 PLlOdECT# 04181.000-321 3 MODEL• 4EHB "2605- HAYDEN" GA1<AGE EVMM: RIGHT PAGE: DETAILS 60 MPH EXP. Cj Sti. u DA � 08/31/21 SCALE. 1/4"=1'-0" SHEET 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/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. HEADER SCHEDULE MARK DES$CWFKK)NI REMARK D (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f. (pv) SIZE WXH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 Bx16 (1)M5 (1)#5 N/A GROUTED SOLID 882 MASONRY 3000 Bx1 (1)45 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com L AA S: 0003325 q C BtMDIV & LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT# 04 81. 00-32113 KODZ e 4EHB "2605- HAYDEN" GARAGE 8WENG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. SLP Wu D 08/31/21 8CAIM: 1/4-=1•-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10"HOOK — 30'TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 4 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM WN STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. N^� 6 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 THATTHEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED W/ GROUT U =UNFILLED NOMINAL #OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 7— / B p NOMINAL—�� e? HEIGHT # OF #5'S, TOP ITISTHIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- ITMWOB INDICATES A DOUBLE BOND BEAM AL BOTTOM AND XFXX-1T,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T,OMMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST a N WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER 1 BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' TYP. BOND BEAM AM 1#5 TYP. 81k16' b BOND BEAM 1#5 8x16 DBL. BOND T P % BEAM W/(1)#58AR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR '.e�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL, SEE NOTE 5 8x8PRE-CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2' DESIGNATION OR nBEAM 8x8 PRE -CAST CONCRETE L SCALE: 3l4"=1'-0' LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2" (MIN 2 X 3) 1-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 9- FROM EACH END AND 16' O.C. MAX. MIN 1.14' EMBEDMENT 24 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2-SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN, 2-12d PER BLK EA END 6" OSB SHEATHING U WALL RCHWAY FRAMING DETAILS 5 WOOD8E0110N FAB MNIA01N0 d. =2" MIN, 2 J' MAX s.=2 "MIN, 9"MAX M� s, =1 J' MIN, 2 ?'MAX en = f' MIN, 2 �' MAX d. =2" MIN, 2 :' MAX s. = 2 MIN, 9" MAX M216 MIN, 2 ?'MAX' a=t"MIN, 2 "MAX d,=2"MIN, 2a MAX s, = 2 }' MIN, 9" MAX ?' MIN, 2 ?'MAX' e = t' MIN, 2 Y' 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 t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE' d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e.. = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. s • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdea(gngroup.eom AA #: 0003325 s tl9 O r G A C y avaDiv ae LOT. ABBOTT PARK LOT #32 BLK #11 P1tOJECT# 04181.000-32113 MODEU 4EHEI "2605- HAYDEN" GA CAGE awINO: RIGHT PAGE: DETAILS IiJ60 MPH EXP. Cj �tP aCA=: 1/4"=V-0" IM= S2.1A "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eU8 SM46 16-I IT ITroe 1Tro6 tyros TYPE LENGTH 8/8 PLAIN 8!8 SOLID TYPE LENGTH I'T 6n6.1T er10-IT &'&-IT enatT SWAT WIS 16.1T/1 1TM ITM 1T/1B 1T/18 0-2r 0116.2T B2a2T &24-2T 612W &W-2T 3'4' PRECAST 1438 952 3114 4217 5321 8426 7531 3'8" PRECAST 889 1024 Y4r PRECAST 15M 3524 4394 5283 6132 70D1 24e6 6113 e395 nOB Bost 10000 15N 5624 4984 6281 8192 7001 *4r PRECAST 9085700 2906 3126 s946 47e5 55e7 4'-0" PRECAST 514 763 V4r PRECAST 13e3 3080 MIS 4670 5316 8079 1981 0113 7192 ON4 7827 8761 1363 3080 3815 4670 5325 W70 4'4r PRECAST 819 633 1n0 2400 1 3033 3694 1 4300 4'4r PRECAST 398 591 V4r PRECAST 1207 2682 3376 4043 4711 5370 1625 1 6743 7547 W52 W41 75% 1207 2707 3375 4043 4711 5379 Ste' PRECAST 931 7247 1899 2580 3123 36M 42W Ste' PRECAST 411 411 S 4' PRECAST 1016 IBM 2374 29" 3513 4064 1319 44W 7796 7342 57M else 1016 2276 2838 3399 3061 4064 5'-10" PRECAST 817 1024 1631 2090 250 3009 3470 5'-10" PRECAST 340 339 V-10' PRECAST q0° 1499 1971 2443 2915 3367 1161 3893 5877 mu 8548 5n8 920 2080 2593 3107 3620 4133 8'-0' PRECAST B92 1139 3227 3031 3707 4383 Mel8.% 8'-8" PRECAST 410 721 8' 8" PRECAST 1201 1578 1955 2332 2709 1130 3227 4500 7054 10000 8e25 an 7888 2329 2790 3251 3712 T-8" PRECAST 570 938 249E 2205 2688 3191 3885 T-w PRECAST 303 534 T-8" PRECAST 718 900 1181 1402 1743 2D25 2490 3406 4954 7087 6472 727 1624 2025 2425 2827 3228 W-e PRECAST 428 633 Im 2204 2481 2018 2621 1?4" PRECAST 192 384 9'-4" PRECAST 1 454 586 767 Do 1129 1310 939 1674 2298 3081 4099 4899 5n 1318 1643 1889 2164 2519 10'-0' PRECAST 388 497 1247 1767 1904 2163 20� 10-0' PRECAST 151 301 10$ PRECAST 350 468 612 755 s99 1042 650 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 tees 11 4" PRECAST 330 644 1312 1742 2262 2866 3830 11' 4' PRECAST 132 417 11'�" PRECAST 490 408 530 e53 7n an 544 1312 1742 2252 29ee 3662 466 1042 1372 1843 1470 17110 12'-0' PRECAST 308 607 1210 ism 2048 25M 3191 12'-0" PRECAST 111 370 12'-0' PRECAST 363 988 476 507 896 783 607 1210 159E 2046 2588 3177 440 940 13DD 1680 1314 1476 13' 4" PRECAST 270 433 1045 1366 1732 2157 25ss 13' 4" PRECAST 82 298 13'�' PRECAST 308 303 393 484 575 845 414 1045 1365 1732 2316 2806 396 780 1057 1312 1o71 12D3 14'-0' PRECAST 254 888 978 1272 taco 1068 2279 14'-W PRECAST 71 293 14'4' PRECAST 279 278 300 443 526 609 ND 978 12r2 1008 1950 23N 378 717 961 1192 975 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-W PRESTRESSED 230 422 508 an 746 685 458 1079 1429 1824 2277 2712 246 683 900 1237 1474 1715 15'4' PRESTRESSED N.R. NR NR NR NR NR NR 154' PRESTRESSED N.R. 252 15-4" PRESTRESSED 224 387 464 574 884 793 412 1014 1340 1703 2118 2513 230 616 900 1134 1353 1572 PRESTRESSED N.R.300 NR NR NR NR NR NR 1T�1 � " N.R. 183 " 1T-4 PRESTRESSED 187 326 366 451 587 880 M 1121 1413 IM 2047 192 506 720 501 1135 1312 19'ri" PRESTRESSED N.R.19 NR NR NR NR NR NR at' PRESTRESSED N.R. 148 19'at" PRESTRESSED 162 296 346 430 513 595 235 736 959 1200 1467 1718 1es 429 an 803 B50 ices 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-C PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 18o US 833 1038 1168 1468 142 373 537 ON 816 043 22'4' PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 118 22'-0" PRESTRESSED 137 no 290 350 428 407 165 550 784 992 1381 137 358 513 859 179 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'4' 124 174 245 302 38D 418 129 460 654 824 1014 1147 124 3t9 555 fiat eel 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2016 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, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 c gg a a g a Y Jd IY a �sals SUDDIV. & LOT: ABBOTT PARK LOT #32 BLK #11 PnoJECT# 04181.000-32113 MODZU 4EHB "2605—HAYDEN" GARAGE 871ING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH EXP. C CMG i DA M- 08/31/21 SCALE: 1/4"=1'-0" SHEET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10dx 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILLALL 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 9A 106 3 LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER 9 16" O.C. _ � _ � _ T _ _ T - 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. It II ° II I It 11 II It II II II II II 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II II II II II II II II II II II II RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS II II II II II II II II II II II II II 11 NOTED OTHERWISE. II II II II II II II II II II II II II II n u II IL n u II II u n n u n II II J3 II II II u u u u u II II 11 u n n n n n n u u AN TRUSS MUFACTURER! ENGINEER NOTES: 4 t II II II II II II II II II II BM, TO OMU WALL WI 2x4 WOOD1� WALL W 1. ROOF GIRDERS 2 2z8 UPLIFT IN EXCESS OF 2,500 L&S SHALL BE FABRICATED W/ A BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BIMPBDN LGUMIB-$DS W� (4) �� X 4� TrMN HD ANCHORS AND II II N 11 II II II II 2x4 -11 II II II II WALLW II I I SYP. N0.2 STUDS 11 O.C. 12 II II 2)r TO BM, / SYP. NO2 II II II II WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. (4) X SOB SCREVVS V \— .LL/ 0 n u u Sn TUDS � u WD7 u u II it 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 12" O.C. TRUSS CONNECTIONS. gM1 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. m , COLUMN SCHEDULE SIZE 3 BABE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK VD-1 06 (31 "x54') SYP. HTT4 W/5/8" DIAx 6' 5/53.1A PT., WOOD POST EXP. BOLT FIRE 3/4" SUB FLOOR -- 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS _ ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR. JOISTS I I rl 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS MI lu ==moon = =m PRE-F TED FLCOR JOISTS awD.C. ui II II II II VI.FJ3EX\ CJ1E------- ----- 101, J9 a u u u II II II II II II II II II 2 II WOOD II II WALL W/ DBL.II STUD UNDER EACCH JOIST II u u II DBL II STUD WALL W DBL II PROVIDE II RAFT l TOPP�G II II STUD UNDER II ALONG THIS TRUSS AS TO I I H JOIfIT II E II LIMITTO 1000 S.F. II II II 11 11 FBCR II „ •• .. FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.andesigngro""" AA 8: 00033211 qs7 t� s Ci N k r m O k EUDDIV. ac IAT: ABBOTT PARK LOT #32 BLK #11 PIROJECTOP 04 81.000-321 3 MODEL: 4EHB "2605- HAYDEN" GAICAGE srriNO: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 2 NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d.1 1' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH X) 10d x 31' NAILS TO GIRDER AND SIMPSON HETA16 TRUSS ANCHORS WITH(12)16dx3 i NAILSTOGIRDER 1x2, Zx WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 15d GALV COMMON NAILS. 1t2 SECURED W/10d GALV. COMMON NAILS 12" O/C MASONRYBONDBEAM —/ SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP A22'x 4, 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' Or TO FACIUTATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATETRUSS ANCHOR REQUIREMENTS. TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1437 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ BCALE 34"=,-0' GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 55" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W / (2)12d TOENAILS DOUBLE TOP PLATE �2AORN6WOO EARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BK BTM. PLATE TO BE PT. EBiB 7N10O180 PROVIDE DBL. TOP PLATE 45M 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) 412" WOOD PANELS 11 "GYP. WL. BD. 60 (2) 12" WOOD PANELS 90 2x LUMBER SEE SHEET A R NAIL SIZE AND D PATTERN I -JOIST CONNECTION @ L.B.W. 4 SCALE:34"=1'-0 (NO UPLIFT) OUTER 15 OF SPAN ONLY BTM.- PLATE DEPTH IWD —HOLE EDGE>54T -HOLE DIAMETER 25'D SOL. STUD HOLE EDGE >55" HOLE DIAMETER <35'D DBL. STUD STUD NOTCHING AND BORING LIMITS _ $ SCALE : i 12'=1'-0 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFM/ALL/FLOOR DRAWINGS FOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE' (1) SIMPSON HETA16 TRUSSANCHORWITH NOTE: APT SYP d22'x 4", (9) 1 Od x 1 1" NAILS TO 6'. B" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3- MINIMUM CONCRETE O/C TO FACIUTATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR 1—A-0) SIMPSON LGT3­50S25 GIRDER TIEDOWN WITH (4) a' x 5" TITEN HD TO CMU AND (12) SDS e x 21, TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)1'x5"TITENHDTOCMUAND(18)SDS �x 1 x2, 21K WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOW14S WRH 2. SECURED W/(3)16d (2) �' x 5'TITEN HD TO CMU AND (1B) SDS i x 3' GALV. COMMON NAILS. 1,QSECUREDW/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SLE ENSURE THAT CELLS ARE GROUTED SSCHEDULE 12' O/C SOLID, W 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 SCALE:34" '11' GIRDER CONNECTOR(S) LSTAI220 GAUGE W/ 10612 HOG COMMON NAILS. @ EACH END TOTAL OF 10 88111181 IId03tILOd( 711fJ0F88 4500 314" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER LVUI-IOIST WITH BACKER BLOCK HTT4 W/5/B' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-/2' NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 5 LVL/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0' A - SIM PEON WS 1,81 /I6 G < 1400 LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FLM17241 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 FLM17241 C. SIMPSON MIU3.55/16 G <29M LBS, U <210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)101x1-12" GALV. NAILSTO JOIST FLX17241 D-SIMPSON HHUS725/10G<4140LBS, U< 1610 LBSW/(8)3/4"° WEDGE-BOLT/J-BOLT,S' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FLN25749 E-SIMPSON MIU4.75/16G< 3455 LBS, U< 210 LBS W/(8)3/4"" WEDGE-BOLTMJBOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL 8 D'MA%(W( MAX.,ORZx46TM. CHORD BRACING 10-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V J SCALE: 3/4"=1'-0" p 1100 UPUFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)114" x 2l W TITEN 2 ANCHORS TO CONT POURED UNTEL M 1900 UPLIFT (2) SIMPSON H7SM20 INSTALLEDON OPPOSITE FACESOF BLOCK WALL W/1010d TO TRUSS AND (4) 1 W x 21/4" TITEN 2ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7 APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR J SCALE: 3/4":1'-0" 1 x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORDOF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN PERPENDICULAR TO I -JOIST (2) 2X12 24"MAX. W/ 24"MAX.W/ 8"MAX. END SYP, P.T. OF SHEA HIS 1-Jost -Jost s'ACwG FRONT y: SEE FRAMING PLAN TVP TYP LEDGER/' END 6 - _ ° ° LEDGEE R 6 ° BOARD P ''• (2) 2)12 SYP P.T. (2) 39" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/7 WASHER & 512' LEDGER WITH WOIST MIN, EMBED.(TYP) PARALLEL TO I -JOIST (2) 2X8 24"MAX. W/ 24"MAX. W/ 8"MAX. END SYP. P.T. OF SH7NG-JosT- JosT SPACING "' FRONT SEE FRAMI TAP LEDGER . END OF LEDGER BOARD w G S" .9 _ 2..,YP P.T. 1 /4"X6" TAPC., S - LEDGER BOARD TO W/3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER �$ TO WOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTSRITENS ARE PLACED INTO GROUTED CELLS, O' ALLAROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF4'4". 3. ALL BOLTS TO HAVE WASHERS. 4. EXP.BOLTS/J-BOLTSMTEN BOLT SHOULD NOTEE ANY CLOSER THANB'O/C. 5, ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE PT. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLTSIZE MIIII.BlOOVANCEOBRRN.BRIpYO A DOUBLESYPW 1/4' B' 24'O/CMAX, B DOUBLE SVP 2c121 (2) 3W 1 8' 24" OF MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114' x W TAPCONS W/ MINIMUM 7 EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4' x 10" EXP. BOLT/J-BOLTMTEN BOLTS W/5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS 10 WOOD LEDGER DETAIN -JOIST) (2)2X4NO2SYPOIAG. - BRACE W/ (3) 12d Q EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0--O' TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X' BRACE ® CENTER (2) "X" BRACE DNIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REG. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-U' O.C. (AT SHEATHING SEAMS) SECURE 21 PT. PLATE TO BLK W/ 12' DIA ANCHOR BOLTWIZ' WASHER SET IN HIGH STRENGTH EPDXY B' MIN. EMBED. AT 37 OC MAX. SECURE GABLE TO 2,8 P. . PLATE W/ 12d'a 8' O.C. MAX CONT. 2x4 SECURED WI (2)1 Od'e 0 EACH TRUSS TO BE INSTALLED 10-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34'=1'[P 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 EQUNALENT OR GREATER UPLIFT AND LITERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD 8E NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. SAjELRNATE MATERIALS 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 W W W.ebdss)gngmup.mm AA 8: 0003325 ti 0 PRINT DATE: OB 31 21 SCALE: 1/4"=1'—T SHEET S3.IA SIMPSON H6 W/ (8)8d COMMONNAILS 2x STUDS SIMPSON HB W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3 4"=1'-0' #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/.3.1A 8" CMU WALL, REINF. PER PLAN �' X 6" TAPCONS %1' P VA ION 'JOIST (SEE" FRAMING PLAN) r S PER ELEVATION 2x4 P.T. CEILING r 24- MAX. NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE: 3 4"=1'-0' #8 WOOD SCREWS x 2' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8"CMU WALL 3/4" AS SHOYMJ REINF. PER PLAN PER ELEVATION h, 'JOIST (SEE n 0 `z FRAMING PLAN) PER ELEVATION (2) 2.4 P.T. W/ !,r MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE @ 12' O.C. r BOLT SCHEDULE, 10/S3.1A 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O C. (AT o PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24' O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION 11. BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRL=TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 1 Od SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO N8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's WO C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED PLATE TO BE PT. BTMJL LINTEL COURSE DBL. TOP PLATE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM WL. BD. AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS T. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2) l0ds @ EACH SET INHIGHSTRENGTH FILL ALL HOLES, DO NOT USE EDGE ANCHOR W/2"TRUSS IOd TRUSSMIOOD POST CONNECTIONS TO BE INSTALLED@10'-0"O.C. MAX, x3' 1/2" EMBED. MIN. a la. 1 Oa 10b 1 Oc SCALE 3/4"=T-tl' GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL" T,TO POST CONNECTION SCALE: 3/4"=1'-0' -4• • • A - SIMPS(XJ MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. e /, B- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8"°A.T.R. TO HDU4 AND (10)1/4"X 210 SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO BLAB CONNECTION SCALE: 3/4"=1'-0' A&B - SIMPSON ABU44Z POST BASE <U:1, 900 G5,660 W/518 DIAL x 6" EXP, BOLT SIMPSON ABU46Z POST BASE <U:2,300 G: 10,335 W/ 518 DIA x 6" EXP. BOLT C.SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA A: 0003325 K c k aUDDIV. do I40T: ABBOTT PARK LOT #32 BLK #11 PROJIDCT* 04181.000-3211 HODZT- 4EHB "2605— HAYDEN" 0ARA0Z SWING: RIGHT PAGZ: DETAILS (I —JOIST) 60 MPH Ey. SE A.A No DwN1E 08/31/21 SCA=: 1/4"=1'-0" DIKE= S3.1B IIIII lili5 VTCR SPACING (1)AT EACH END Iljljh VTCR AND 8'-0" O.C. MAX. IIIIIII I 45;141 \ \ Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngrouP.wm AA N: 0003325 o �l SVSDIV. & LOT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181000-32113 MOaar.: 4EHB "2605- HAYDEN" OAaAOa aWOM: RIGHT PAGE: DETAILS 60 MPH EXP. , 7'4" 14'-0" 4 2:1 - w U V 00 � q 9'-4 3/4" TOP OF DECK OPEN ZD a 0 10'-0" i 5'-4" T-4" T-0" 2'-0" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" r 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4 k oil Ila ABBOTT PARK LOT #32 BLK #11 PROJRCT# 04181.000-32113 MODZ . 4EHB "2605—HAYDEN" GARAGM BVfD is RIGHT PAOL': SECOND FLOOR DECK PLAN 60 MPH EXP. CJ 07-1 DAR M oe/31/zi SCALE: 1/4"=1'—O" slim= S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = l'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA N: 0003325 Qxy � S c 0 O a .9 4L iMIDIV. & LOT: ABBOTT PARK LOT #32 BLK #11 PltOJECT# 04181.000-32113 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. r ,cr. 7 C'u^ .-Ir NO DA MT 08/31/21 6CALE: 1/4"=1'-0" slIEET s4.2 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO MOD: SIMPSON HI OA OR LGT2 W/ 1 Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WTTH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN VILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 812E & DESCRIPTION REMARK 1O (2) 2X8 BEAM SCHEDULE RRZUM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pal) IZE ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)N5 (i)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)p5 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1 i i U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" 8F8-1T/OM/OB 2.1 ♦ 8F8-1T/0M/OB 8F8-1T/0M/0B 8F8-1T/OMIDB —}--------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.mm AA N: 0003325 � o a a m O 9 4 avaasv ae LAT: ABBOTT PARK LOT #32 BLK #11 PllOJ6CT* 04181.000-3 113 MOD= 4EHB "2605— HAYDEN" OA %AGZ DVMCG: RIGHT PACE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. DA mT 08/91/21 SCALZ: 1/4"=1'-0" aHEW S5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 sm-0 16-'IT 1T 1T/OB 1T/08 iT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT BNB-1r BP20.1T 824-1T 6128-IT 8r42-1T Will e-r171 1Tn 1Tne tTns tTne &82r eul6xr 8/202T BITA2T e12&2r 8Is22i 3' 6' PRECAST 1436 962 3114 4217 5321 6426 7531 3' 6' PRECAST 869 1024 3' 8 PRECAST 150 3524 4304 5263 6132 7001 2466 6113 638E 7700 9031 10000 1560 3524 4304 5263 6132 7001 4'4r PRECAST 1085 700 23M 3125 3945 4765 5687 4'-W PRECAST 514 763 4'-0" PRECAST 1303 3060 3815 4670 5325 6079 1961 0113 7192 6524 7627 8751 1383 3080 3516 4670 6325 W79 4W PRECAST 819 633 IT70 2400 3033 3666 4300 4' 8' PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 105 5743 M47 0752 041 7505 1207 2707 3375 4043 4711 5379 174' PRECAST 931 1247 1999 25W 3123 36M 4240 64" PRECAST 411 411 51-V PRECAST 1018 180a 2374 2944 3513 4064 1319 448D Tin7342 8780 am 1018 2276 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 250 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST MR 1499 1971 2443 2015 3367 11e1 3893 5877 am am 577e 92e 2080 2593 3107 36M 4133 V-S* PRECAST 692 1139 3227 3031 3707 4383 Nei 8'-W PRECAST 410 721 v4r PRECAST NO 1201 1578 1966 2332 z709 1130 3227 4598 7054 1000D 8e29 em 185B 2320 z7B0 3251 3712 T4' PRECAST 670 93a 2498 2205 2698 3191 36115 7'-0• PRECAST 303 534 T48" PRECAST 718 900 1181 1462 1743 2025 ate 2496 3408 4964 7067 6472 727 1624 202a 2420 2827 3228 9'4' PRECAST 428 633 1�8 2204 2481 2816 2821N9 914' PRECAST 192 384 9-4" PRECAST 454 586 78T 948 1120 1310 89B 1674 2208 3081 4099 4 on isle 1643 IM 2164 2610 10'�8' PRECAST 388 487 1247 1707 19D4 2163 2028 10'-0' PRECAST 151 301 10'$" PRECAST 366 468 612 755 899 1042 550 1407 1807 2781 3222 3784 604 llso 1472 1763 1710 t989 11'-' PRECAST 330 644 1312 1742 2252 28a8 3630 11'�" PRECAST 132 417 11'�" PRECAST 430 408 530 ON 777 672 5" 1312 1742 2262 2888 3662 466 1042 1372 1843 1470 1710 12'-0' PRECAST 308 5D7 1210 16Ba 2048 2596 3101 12'-0' PRECAST 111 370 17-V PRECAST 383 386 476 587 898 783 607 1210 1586 2048 2586 3171 440 940 13DD 1500 1314 1476 13'4" PRECAST 270 433 104E 1385 1732 2167 2535 13'-4' PRECAST 82 298 13'_4' PRECAST 308 303 393 484 575 "a 414 1045 1305 1732 2316 2e06 396 7B0 1057 1 1312 1071 12D3 14'-0' PRECAST 254 966 978 1274 Iwo 1988 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 380 443 520 we 990 978 1272 low low 238p 375 717 gal 1192 975 1133 14'-0' PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 we on 748 96a 458 1079 1429 1824 2277 2712 246 B69 9a0 1237 1474 1715 1&-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'41 PRESTRESSED N.R. 262 15'-4' PRESTRESSED 224 387 464 574 084 793 412 1014 1340 1703 2118 2513 230 Ole ON 1134 1353 1572 1T-4" PRESTRESSED N.R.800 NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 189 1T-4' PRESTRESSED 187 326 365 451 587 680 B86 1121 1413 r39 2D47 192t368 M# 501 1135 1312 19�' PRESTRESSED N.R NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 148 19'�{' PRESTRESSED 182 348 430 513 596 235 7" M 1200 1467 1716 166623 803 950 1096 21'�' PRESTRESSED N.R.180 NR NR NR NR NR NR 21' 4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 308 361 464 527 508 ass 1036 ties 1468 142537 No a16 943 22'-0• PRESTRESSED N.R. NR NR NR NR NR NR 2Z4r PRESTRESSED N.R. 118 22'-W PRESTRESSED 137 290 359 428 497 166 660 7a4 992 1203 1981 137513 B69 779 goo 24'-0' PRESTRESSED N.R.129 NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 450 854 824 gala 1147'-0' 12a ate ass set eel 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITKNV, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngtoup.com AA #: 0003325 0 4 r 4 > UIRDIV. & LAT. ABBOTT PARK LOT #32 BLK #11 PROJMCT* 041 1.000-32113 MODZOL. 4EHB "2605— HAYDEN" GAP-40Z aiWWG: RIGHT PAGM: SAFE LOAD TABLES 60 MPH EXP. DA 08/31/21 SCALE: 1/4"=1'-0" DHEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hi OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE a BASe PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X8 (3 14"x5 }4") SYR HTT4 W/5/8" DIA x S' SIS3.1A PT., WOOD POST EXP. BOLT I `" I 1A CJ1 I I ROOF FRAMING PLAN SCALE: 1/4" = V-0" I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 Y 9 r, SunDIV. & LAT: ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181. 00-32113 HODZT- 4EHB "2605— HAYDEN" GAPAcaa EWDM: RIGHT PADS: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. GABIf-END- HIP 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: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DgPHRAW FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA 7ENSILESTR. SHANK ASTM 10d RING SHANK 2 12" 0.131 P667 170,000 RING 116-20 RINGS RSRS-03 Bd RING SHANK, 2 3/8" 0.113 F1667 SCREW SWANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" 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 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS,) SEE DETAIL, ZONE 1: 10d NAILS @ 4" O.C. ON EDGEAND6 O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE', ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAAS Q4'OC ., TOP B BOTTgA EDGES .. W z� Z LL I Z 0 _ Z O TYP. EXT.SHEATHING ATTACHMENT A7 8 oa RAFTER OR TRUSS ROOF SHEATHING Z o � m )� BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END &(1)ADDILDROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING C 16" O:C, FIRST 4 BAYS W/(2)12d NAILS EA END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANKGUN NAILS - SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING (-..'2" DECK SCREWS @ 6"-8" O C. MAX EDGES & 12" O.C. MAX INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN COWUNCTION VITH JOB SIDE Cl FICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETED(POSER TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVE S,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: PBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED 3/4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLPBSONGPOUIND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. F4= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 ANSI SPECIFICATION FOR THE DESIGN OF DRAWINGS. BEAMS LAPPED 61NCHES AND SEALEDN4THPIXESIWETPPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NON8TRUCTURAL USES SMALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANV SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPTMERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ COT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN Ye" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRICTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDINGON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DO MS. WELDED HIRE MESH, SHALL BE ASTM A7084/A1084M, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED 3'-O' OC, EACH WAY. TO 13E DESIGNED TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN 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 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf E AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS A R SUBJECT -T OENGINEER 'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATECONNECTED 20 psf TOP CHORD ­wcurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD +1 oncumnt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD FOR THE ROOF PROVIDE 36"z 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONALL ROOF ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88:1990. 18 pof TOP CHORD 20 psf TOP CHORD (7 psf 4ASPHALT SHINGLES w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p sf BTM CHORDpsf 10 psf BTM CHORD 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST HIND UPLIFT: tOpsf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf HIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDASA GUIDE FOR BEARING R2020) EXPOSURE C, RISK CATEGORY II) (ASCE 7-16 (NBC SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC STORAGE: UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ANDATWITHOUT STORAGE: HABITABLE AND WITH SERVED WITH FIXED STAIRS: 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 ; 40p AND HA 20 NTS: AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpBf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRYCONSTRUCTION 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 SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE M C RACTORO 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 R TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-i6 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL A RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MI MMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS HILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERMSE ON FOUNDATION PLAN. THE GROUT MIX SHALL WAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D7557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE ONMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURNG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL 8E THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBARSHNU. BEASFOLLOW3 A WFOR CONCRETE CAST AGAINST AND PERMANENRYEXPDSEDTO EARTH(FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH MY/OR WEATHER 1-1/2' FOR 05 AND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.0 STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-0FF-THE-NUT METHOD ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JZOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER --ON sim -TON Sig TTFE ISPAONG RE. - I. l FIRING TO MASONRTICONC. SOF GARAUEDDOR- NRTIC w tM'PA NO WASHER TAPCON MA9J,WY FASTENER S PC MBED., x'6DLIST, 2'FCGE 019T. SGDK.IXT. OOOR6 CASE INRDEN®CqL wNIFASTENED pONppOOR ARGUE WOR BLCK PAOR f6-.0 (3' F DW EMBED., VEND PST., pT, SEENOTEB sT EKED INTO MA9JN2TIODNC. TO_NRTICONC. -1. WASHER E-SIONEOLT 2A"OO.C(trz'OIA) 9'EWEDST . WIN eJPc CASE ED-1 wtRDEN S,m wINDD... FASTENED METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING . PT SEENDTE6 N.LII LONG STAGGERED ncoNc. MASONRTICONC. REQUIREMENTS ODOR (2)9I1SPA TAPOON' tS'QC 1I2'EMBEOB'END. NON NONE ­ a'EMBED.a'END PT, SEE NOTES NO WA6HER NASTIER DIST., 112"E EDST. DUAL L TO CONC, SIPB 2- D16T., 3"EDGE PET. "WBUCK 0130'PAF,216" PTTO STEEL ODL.,I .1 WASHY STAGGERED EE.. .I.T .12 OTEB NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REtlUIREMENT 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. ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 J 0 E � r O C oulwiv. & LOT: ABBOTT PARK LOT #32 BLK #11 PROJECTM 04181. 00-32113 MODEL. 4EHB rr2605-HAYDEN" GAtiAGE 8WtNG: RIGHT PAGE: DETAILS 60 MPH EXP. Cj FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 7O STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL O STAPLES INSTALLED SOFFIT 1O HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA,/J-CHANNEL QOWOOD) IN J-CHANNEL OT MAX. n1=TAll A F-ASC: A 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 8' MAX. nPTen n J-WIANNtL FASCIA 2X2 WOOD BATTEN 10 TAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS ,18X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 7O STAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT----' J J-CHANNEL i„ DETAIL E J-CHANNEL 101 BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSSMO / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN OFFIT 1Q J-CHANNEL G DETAIL B J" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) (DJ -CHANNEL — a DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'i`jt`• •;eei:Fpt+:: s?:?iiFiii: SPAN'L' SPAN'L ••::3;iiiir,;•••"• 3.519 " 1 siiiie:::•:. ..•. _.. •" EAVE WIDTH EAVE WIDTH •'=iii?iiii+ii•••• ''• 375 .375 (ROOF (ROOF ::?r; .4 3.625 3.625 66 OVERHANG) OVERHANG) 5 08 .03 CONCRETE; CMU OR WOOD (� 12 (NOTE:1) CONCRETE; OFFIT CMU OR WOOD—�— V— SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) DETAILA EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPANW/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vp"Abdesigngroup.mm AA #: 0003325 o h 0 rN aulwiv. do LOT ABBOTT PARK LOT #32 BLK #11 PlwjECT# 4181,000-32113 MODEL: 4EHB "2605-HAYDEN" GA tAGIC BVIUNo: RIGHT PACE: SOFFIT DETAILS 60 MPH EXP. DA E'. 08/31/21 aCALE: 1/4"=V-0" aIimw SDI w OP�� w