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HomeMy WebLinkAbout7885 Sail Clover Ln99 20005 04EHB —HAYDEN 99 V PICE VAILIN.G ODE OMES TIE X 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Pax- (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -no= BURMW COIZ, FjZMnnUU ASV. ABOVE LAV LAVATORY DATE DES04PTION 06,29m 2-STORY CM CONVERSION ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE 7M EDfl= (2=) -AM IX&L = 9= CODU :OCCUPANCY TYPE RESIDENTIAL GROUP R3 CONSTRUCTION VB -MIN. INTERIOR FINISH CLASS B A A A Y AMP. BD CL CAB.CABINET Ck AIR CONDITIONING LUM. ADJUSTABLE MC, ALTERNATE MFR AMPERA E MIN BOARD Ml CENTERLINE MID MTL. CEILING N.T.S.NOT LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL TO SCALE 0145/0 510 SET ISSUED PG CI -COVER SHEET PG GN- GENERAL NOTES PG AL -FIRST FLOOR PLAN - 02AM ADDED ELEV. 7 4 K' LWT14 SIDING PER MAW, DOLLES OM" BID SET RE -ISSUED 04AjAS FOOTING REVISIONS PER K BOLLES TAMPAFL 33637 -HOC WIND SPEED Vult=160 MPH C CLEAR O.c ON CENTER PG ALA —FLOOR PLAN SECTIONS/DETAILS 061BAS -- [-JOISTS INCORPORATED INTO MASTER PLAN , TEL: (813) 740-9720 FAX: (813) 740-9715 Vasd=124 MPH :EXPOSURE C 1-STORY RESIDENCE -2-STORY RESIDENCE MAX.HEIGHT AS PER LOCAL AND STATE CODES c C CT CT. D. OHL DO, DIA CONCRETE PL CARPET P.B. CERAMIC HLE PH. DRYER PLT. DOUBLE PLYWD. DUAL DIAZ PR- DLAIAETER P.T PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS 'K" PG A4K-LEFT & RIGHT ELEVATIONS `K" PG El -FIRST FLOOR ELECTRICAL PLAN I ebtl6le GONSTRIJCTION DOCUMENTS RE-ISSLIED SWIAS ADDED VALLEY FRAMING DETAIL, tPDATED BOLLARD DETAIL 0M/1% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A DIM DISP. UP. DR. D.S. DTL. DIMENSION R. DISPOSAL RAD. DEEP RAG DOOR REP DOWNSPOUT RM. DETAIL R.O.ROUGH RISER RAMS RETURNAIRGRI . REFRIGERATOR ROOM OPENING PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 02/26AS PLAN MAINTENANCE STATE OF FLORIDA SQ.FT. CAW.-S REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04461M MDATED LEDGER BOLT SIZE 4 SPACING 06/Wa - - REVISED I -JOIST LAYOUT PROFESSIONAL ARCHITECT: D.W.DISHWASHER S C. SOL]DCOREIXrDR PG DI -DETAILS 06/2VIS ADDED LED L.1134ft TO KITC4EN 4 WHIROOM PER MAFK BOWS 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 IST FLR LIVING IJ04 Sa FT. 2ND FLP. LIVING. i_-v so. Fr. TOTAL LIVING 2.605 Sa FT. GARAGE 431 W. FT. PORCH ELEVATION IC III Sa FT. TOTAL ELEVATION W 3,153 SCR. FT EA, ELF EQ EXIL EXT. F GJFX FG, FIN. FL FLUOR. DR �7& GA. DISP GAR G.F1 C, . EACH S D. ELEVATION S R EQUAL SHT. EXHAUST S HTHG EXTERIOR SHWR. FUSED GLASS Sm FUEL GAS SL HMS14 SLG, FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP GAUGE TTIK GARBAGE DISPOSAL T.O.C. GROUND4AUL r CIRCUIT T O-R INTERRUPTER T.O.S. GLASS TYR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERIM, GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG D2-DETAILS PG D3 -DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl WALL ASSEMBLY DETAILS PG WA.2-WALL ASSEMBLY DETAILS PG WA3 WALL ASSEMBLY DETAILS M PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL DETAILS 01123/1-3 4 ADDED STONE OPTION TO ELEVATIONS`G,'W,J• 'K' VMM LEDMR BOLT SPACING REVISED jvnSA-j ADDED OPT. W4r CEILING WE&M OMM REPLACE LISP CONNECTORS UNT14 StIPSON OCNNECTOM 030VM REVISED DETAIL ON 814EET 02 OPT. V-0' CLr. W.T. 05AM REVISED STAIRCASE *0 STAIR SECTION DETAIL evvy2l 2020 FBC UPDATE 03/03j2I ADDED SOFFIT DETAILSSTRUCTURAL _ASSEMBLY SHEET # DESCRIPTION 840 PATIO 80 so. FT. GYP. W. H.B. H.C. HDR. GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE VP. HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER 03/0541 ADD FLAT HEADER 9 T-W AFF. (W-W CLG ONLY) PG SI-FOUNDATION PLAN PG SI.1A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HGT. OR IT INSUL HEIGHT W/ INSULATION WD WITH WOOD PG SI.2-FIRST FLOOR DOWEL PLAN THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. Uff. INTERIOR WOW W/H W1 WINDOW WATER HEAIER 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 PG S3.1A-DETAILS PG S3.113-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IC-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI. 9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT' BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBMITY FOR INTERPRETATIONS OF PG SNI.-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77"078 FAX 407-774-4078 www.abda igngroupxom AA #,. 0003325 tn3DIV. ac LOT, ABBOTT PARK LOT #18 BLK #171 PR0jmcTdF 04181.000-18071 UODF.1- 4EHB "2605-HAYDEN" GAP —AGE 31111MG; LEFT PAGE COVER SHEET 160 MPH EXP. 112 L AR NO 937M A DF-pitINT 05/06/21 ATE: 9CAINk 1/4"=1'-O" SEMET % c 1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 202D CHAPTER 3, SECTION R301.2.1.2. STIE 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-N8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON-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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTKNJ LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLukywe i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 RUSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63 - 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 11T GYPSUM BOARD. R302.7. EXTERIOR CEL9101 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFTS 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngroup.eom AA S: 0003325 M ID � s o V o 0 N 0 9 SulaDiv. do LOT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MoDri- 4EHB "2605- HAYDEN" GARAGE swixa: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C C DBL. TOP PLATE 9 m BAR DETAIL 42' 141044 HALF 11141L W' CAP LAUN . 3/4' TAGap «Ia FLOOR GWED S BCIRBIED PER FASTENER SCHEDULE 4D FIN FLR ' BRIG. HGT. PRE-ENG'D FLOORM SYSTEM (SEE FLOOR NOTE., FRAMING OHM) STAIRS RISERS TO CONFOR9 TO FBCR TTN EDITION (2020) KK TREAD IV MAX RISER.T i/4' 3A8' MAX VARHATION IN STAIR DATA: RISER.S/TRREADS ADJACENT To F1CN 15R • 1.52' OT ER 3/S' MAX VARIATION IN ANY K TREADS • RISERRREAD HANDRAIL CIRCULAR 10'. I' NOSING CROSS SECTION DIA TO BE 1 1/4' .-1/4' OR PROVIDE EQUIVALENT GRAWASILITY WANDERS- MIN S' WIDE NARROW END MN II' WIDTH • R' FROM NARROW ETD 34' MRL HANDRAIL W. hum, -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSM BOARDS. FOCR 302.1. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING BECIIIiE TREADS TO STRW40M AHU W113XD 3' SCREWS • EA STRIN0E1 UNTW LEADED SWAW TO EXTEND BEYOND TWfCgMESS THE CLEAR SPACE BETWEEN OF ells -FLOOR SHEATHING 1 1/2 a THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' G \ HANDRAIL 3V 11 AS PER FBCR R311.-I S2 _ I \ UJ/ 2X4 RE-MFJRCMG \ NOTE: aiauK� \ HANDRAIL ENDS SHALL BE \ CAP D TO THE WALL \ 3/4' KICK TEERMIRETUINNATE INTO A NEWEL \ PLATE I' M X POST. \ 0 \ M \ STOR. \ NOTE: \ °0 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A \ DIAMETER OF I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A REINFORCES �R \ PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN Co 1/4' AND \ J A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES S_FLOOR ADMSIVE IR-40I�TAL�WIN goo SHALL HAVE A MINIMUM RADIUS OF I/V. \ .im 2 x 4 RE-AV'ORCING \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF • EA. 2 x 12 STRINGER \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY SECURE WA2d S'-S' OL. DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2x4 ATTACHED W/ IOd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONRY NAR.S . 2x4 P.T. STRESSES- PER SECTION 1601B.1 / F.B.C. 2020 SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' O.G MAX STAIR SECTION B SCALE: 1/2'.I'-0' HANDRAIL SECTION (,)HANDRAIL DTL. 00—ML • 1'-0. NOTE: HEADER FINISH TO BE PER COMMNITY STANDARDS irr► i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX407-774078 ww.abdesigngup.com AA #: 000332ro6 z� o C c i N W f 00 2 L SUBDIV. a. M71 ABBOTT PARK LOT #18 BLK. #7 PIROJBCT# 04181.000-18071 MODE11 4EHB "2605- HAYDEN" GARAGE SIFMO: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C DATZ: 05/06/21 DATE: SCALE: 1/4"=1'—O" SHEET A1A Ap" 14'-0' 11'-4' S'-8' 3052-SH 3052-844 EGRE88 (�) 3052-SH EGRE88 016 0 25-SN 25-SN µ44-SF{ ECsRE88 ECa�98 TEMP ( LINE OF IST --- FLOOR BELOW l'-®' l'-4' 6'-4' 8'-0' 10'-0' 8'-0. 2'-4' 2'-4' 13'_4' SECOND FLOOR PLAN SCALE: 1/4 • I'-0' O.Oi�'a i 0ri!:❖:•::❖:•:l:,O•i• :!:1:• •i:!i3O �� - tlli� i�:::•::•itll!:!:_:!:!:!:!:•ii!:!:!i'O 0,.!:!:10 �• I Oi o o L D REAGAN BLVD. D, FL 32750 7748078 7744078 gngroup.com 003325 N U O E O x SVHDIN. de LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT 04181.000-18071 1[ODEL- 4EHB "2605—HAYDEN" cwRwcsE swMes: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C MAY1112 Dwn1E: 05/06/21 SCALE: 1/4"=1'-0" SPIFFY A2 D REAGAN BLVD. D, FL 32750 7748078 7744078 gngroup.com 003325 N U O E O x SVHDIN. de LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT 04181.000-18071 1[ODEL- 4EHB "2605—HAYDEN" cwRwcsE swMes: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C MAY1112 Dwn1E: 05/06/21 SCALE: 1/4"=1'-0" SPIFFY A2 E O x SVHDIN. de LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT 04181.000-18071 1[ODEL- 4EHB "2605—HAYDEN" cwRwcsE swMes: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C MAY1112 Dwn1E: 05/06/21 SCALE: 1/4"=1'-0" SPIFFY A2 1'-0' FYPON I6'X62'---,, DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND V-4 3/4' _ 2ND FIN. FLR 8'-0' CLG. HGT.,, -fir- - OPT. COACH---- LIGHT .. s FIN. _ Il'-4' 2ND FLR ERG. NGT. I'. -3'-4 3/4' 2ND FLR , FIN. FLR/BRG. HGT. -- 8'-0' CLG. NGT.e, - 0'-0' FIN. FLR $ Ism, -----------mac------ ------------------- FRONT ELEVATION REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FIN15H FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT _ I'1'-4' 2ND FLR ERG. HGT. I i FYPON BKTIWI OR I I EQUIVALENT I I 4' RAISED I i BAND V RAISED I I BAND (TYP-) I_ ,0'-4 3/4' 2NDFIB I 8'-0' ERG. W.T.--�® ENTRY I 1 46 I I I I I TYP. I I 4' RAISED I I BAND (TYP.) 8' RAISED I I BAND (TYP.) I I _ 0'-0' FIN. FLR _ _,�Il'-4' 2ND -LR B-�THG i I I I i I I I _ _ _ ,�S'-4 32ND FL f• FIN. FLR//4' BfdTa. R HGT. CLG. HGT. r-- I 4B I L TYP. �-- O�LR. REA OF AMC 1585 SQ. FT. NETFREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585/300 = 5.28 VENTILATION AREA X SO. INCHES PER FT.(144) = 760.8 SO, IN. MIN. REQUIRED VENTILATION = .SX 76DA IN UPPER PORTION OFATTIC = 3SM450.IN. OFF RIDGEVENTIIATION AREA = 115 SQ.IN. PER VENT 3M4 /115 TOTAL# OF VENTS REQIRED = '30783 OTAL#OF VENTS PROVIDED 4 -AREA OF ATTIC ISTHE PERIMTER OFTHE HOUSE, LESS THE OVERHANG (E)TERIOR OF WAU-TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 10' T141M 2 COAT CEMENT RASTER APPLIED DIRECTLY TO MASONRY 4'x4• G.4LV. 'L'-TYPE H.ASNNG SET N FIBEIi^il.A6S BHUYsLEB WANDEIC4YMENT AS PER PBCR ]Xb SYP PT LEDGER W/ 909)1 ROOF 6LEATHIM TNIWESS ISA VlSTD' TFIREA,DEp ROD 32' T A6 PER SHEET 8FECIJIED PER OG 4 WITH b' OF EACH FASTENER SCNEDILP END MAX SET N 8U'TPBOTN 8U'�BQN LSU-26 NIGH STIEFKTN EXPDXY FN. FL ( LEVJ i' MN E'BED. 2#6 SYP RAFTERS OR ROOF a.oPE R --- I ELEVATION MN. TM' O6D ��/ 2x6 eYP PT LEDGEIIi w, V2W THREADED ROD GUSSET TO BE BECN 32' OG 4 URT14N 6' OP 2X6 MB'BERS IIY S EACH END MAX SET N 3. OG • PERMETER 81FIPBON W10.14 STIENC#TFI SSI#SON LUO-26 IW (4) Od'F 2 _0• EXPDXY 6' MN E•MIED. TO LEDGER AND (2) Wd'4 TO 2X6 JOIST CNN•!EL FOR SOFFIT OVERHANG DETAIL A 9GALE: v2 . I'-0' QGUEERED WOOD 7R188ES • 24' OG SUBMIT E410P DR4WM036 SEALED BY PROFESSIONAL ENA04EEN FOR REVIEW AND COrFIENTS PLYWOOD 614EAT14NG SEE STRUCTURAL 20D RR PJR' NIT. (PER ELEVJ ROOFNd. AND FL4814NG UY DRIP-� `TMO $TRAM YV ANGTOM EDGE PER MM WARRANTEE REOMIREMENTS a 'e- URAP FASCIA UNT14 BREAK METAL UO, WOOD FACIA BEE MABOhWr � 8E eT$WmTU4AL E'0M Y- 6TI01CTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S 1/2' THICK 2 COAT CE'2NT RASTER APPLIED DIRECTLY TO MASONRY RAISED TWI PER ELEVATIONS 2ND RR WNDOW PER PLAN RAKE SOFFIT DETAIL B 9GALE= IR . I'-0' apt 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 F V h a � 1pf ffi 14 N 00 aUHDIV. Ae LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "K" 160 MPH E)W. C 11'-4' 2ND FLR , BFir- HGT. 9'-4 3/4' 2ND FLR, FIN. FLR 8'-0' CLG. HGT.,t 0'-0' FIN. FLR io LEFT ELEVATION SCALE: 1/4 . P-O' TEXTURED FINISH 2ND FLR. 2ND FLR FIN. FLR • ENTRY - _o0'-O' FIN. FLR FRAME DOJJN OFF RIDGE VENT 12 FOR FYF'ON �5 BKTllXM OR EQUIVALENT B TYI'. I1'-4' 2ND FLR --_ --- _bIT-4' 2ND FLR BR.3. HGT. - - --- �BRG. HGT. 9'-4' 3/4' 2ND FLR, FIN. FLRBRG. 8'-0' BRG. HGT. ® ENTRY 0'-0' FIN. FLR 9'-4 3/4' 2ND FLR ----'-------'------------------ -1�-------FIN. FLR/BR3. HGT. ------------------------------- - — - — - — - -o&-O' CLG. W.T. RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 www.abdesigngroup,00m AA #: 0003325 a � n �l � a h Rb J � W a G eE 3 I I J SMGM a LAT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEZZ 4EHB "2605-HAYDEN" GARAGE BIFMG: LEFT PAGE: RIGHT & LEFT ELEVATION "K„ 160 MPH JV. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES V RSV OUTLET 20 AMP 61NX2 POLE IIOV OUTLET nov OUTLET w Or Om.Er 9R® TO SWTCN 4)r>rl IOV OUTLET EOIJIPED UVM D FAIL Uenamm- of CrAMPM RESWANR TYPE) 220V OUTLET (4) WOW coNNOCTION RIP GF IXL UTATM-Boor Curu r OROUD FAULT NrBwnEle OWTC14 SUITCH 34VAY OPER W4 SWTCH 4-WAY —It t-o MALL 1' "= � LOW CEILING LIGM © LED MG LOW ©vp LED VAPOR MICOF LKAn O V1•j VAPOR FRMW LSM ORECES/m CAN eVE4r. PAN I OM Rae saL Pr. VEir. FIN III/LUdi4r I CNM PER SOL FT. Y PIXTIrE (ePecs Too By rR.aP ® AROUND AROIlD IREGESSPD) I -ELLS tlRAP T AROUND (EII1110 r- -) 2' FLUORESCENT 4• RLDIEEeCT p p -A $r A+ CO W TRACK LnW PANEL sib METER • SD. error DETECraR RL-lrcyyL�. CrJ.CI EE.ueI� r� LJSMOKE DETECTOR ® S/CO Wipm D[fECf01[ CO R'EO ISAtT WKir•BV NIER-CaLm IGT SHALL BE A DISTANCE OF NOT LESS TBU 4- PROM WALL PENDANT LISNT tip NATURAL GAe ► T6lPPOW JACK U14TER 1lATER T �l i a�(T��.a� a$ DISCal4PLT 14— AR CaD1T10r4Ns TO BE 210V UNDL SEE DRCONlCT awAb4UON TET.lvEION JAac C.L. SOT( TO OR el ppmAir D IN O J-BON ACCORDANCE IW BOX MAw¢D AS SUCH FOR bmwacnow CEILN3 EEO(WMVIEC CELN3 FANLIGHT TO EE SUPPORTED N AC(:OI®ANCE UV BOX M4RIED AS K104 FOR NWECTICN p�ppa 24, INGArDI (CENT LIGHT WRIP �nOana W "`A'DE°C"T LOW STRIP nnnnnnnn µ,me LOW STRIP FLooD LIGHT �, OPT, SEarSTT IQITAD FO PA FUNWNITTON FOR C41PE6 use raw • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOUER PRE-O"TRICTI N MEETING` • ALL 0 4 20 AMP BRANCH CMCIM TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OP I0E TTN EDITION l2020) 4 NEC 2IOL 201T Dalai. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • t5LAND (NOT ON KITOHEN CIRCUIT) • DISIEIAMER OISGOMECT TO BE LOOKOUT IN PANEL • BATHROOM 0a4AUST PAN TO HAVE MN. CAPACITY OP 50 On MER ITTENT PER ELEGIWICAL PROVISIONS OF BSCTION N'U50T3 STAGa12eG • PIDT DROOM OON. FALLT CIRCUIT-INTERIMU"R PROTECTION FOR PERSON EL ON MEEDEM • WISING METHOD SHALL BE MON METALLIC CABLE PER ELECTRICAL PROVISIONS OF EIGS-IMJAV (20M). • ALL W71SK TO COMPLY UT14 ELECTRICAL PROVISIONS OF THE MCK TTH ED (20201 • 9t a LId6RDG MAST B[ T9EICY EFFICIENT TYPE PER @PICIENCY) 20M -M P-ITION IR404I METER FIELD VERIFY LOC. IRRIGATION OUTLET • 48' AFF. PRE -WIRED CLG FAN ( BDRM #2 BOLLA\ AS REi PER BLDG. CODE COACH LIGHT PATIO 0 I _ RM G ROOM PRE -WIRED 1 — — CLG FAN Cam. .7 1 1 I ( GPI I I TO 2ND FL\ SWITCH I II \ ` :O SWITCH `\ CABNET I I RTC 1 OUTLET 0 `FOR DWI I GFI i PAN. GFI a 44' AFF. r DOOR 8/CO ;OPT. ` CTFI_ IREF m I /I M ' KEYLESS FIXTURE ll CIPI tl GARAGE DOOR PREWIRE GARAGE —c _ POD \III P CLG FAN FAN III PORCH ------------ FIRST FLOOR ELECTRICAL PLAN SCALE[ 1/4' . I'-V' j 1'-3' I I I L � LED LIGHTING C�? SINGLE LAV. BATH •2 FOR VENT OR MICRO WP Partei MAIN - A PANEL: aMO wp crr breaker VOLTAGE: 120124O V -1 Ph MAN: ISO Amp M.C.B FEEDER: 3- #1 CUTFNVN & 1- #8 Cu (G) in 1 Irr C. OR 3- #2A AL THVW4 & 1-#6 Cu (G) in 1 12" C. Mir. PWa BI# Devi Wan ar, Emit Wen D. Wpd- wpd. Yw. M2 1 20 Etlm«R afe GFl bIUG 12A 1 2 Span M2 1 2 1 20 wgdi PUIW 1000 3 5 4 Space a a24p NCC.0 40 2 AB Spa e ] a PANEL -A PANEL: 42 cM break VOLTAGE: 1201240 V-1 Ph MAN: 150 Amp M.L.O. FEEDER: 3- #1 CU THWN & 1-#6 Cu (G) in 1 12' C. OR 3. #2A AL THNIN & 1-#6 Cu (G) in 1 12" C- wx. P.I.r15 D.aa1 w— am:i gmiI wen Devi •n err Pal. 1Mro #12 1s. 'm, 1 2 imi Raga w 2 a #12 1Mwww../Hm4GFl 1400 3 4 #12 1Smr A� . ism 5 a 4500 Wa[ertle#a m 2 MO #12 1 1500 7 a #12 1ONi pies AR 1500 9 10 12q Dlepma GF1 M 1 M2 M2 1S hW1 o--- 12L 11 _ 12 _ 15w _ OSlelaslr GFl --- _— m / _ M2 M4 1 a/I IAFO 900 13 14 =1 Ilya GFl w 2 00 M4 1UWe Rm. Lanai, Kid— On. 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Lm4s�enwd#nane au«raU4wlrna/Nm 17eaD a]eao Lra4 suN4uwAan.li raa«camasm./IIm Demand Factor Calculatlons: ABBREVIATIONS: AFO: ARCFAULTORCUITHIERRUFlER NC: NDNCONODFNr LOAD M: GROUND FAULT MRERRUFTER Taal lue aAlerl to denaM trt« 455E ' fir31W00•gts•100% 10000 Renvi xWs at 4096 142D Taal A/c Iwtl 11]N LOAD CALCULATION IS BASED ON AA: NON-COR40DENT LOAD Td# CveroUM U-1 wms 35M TON Amp (w / 240whs) 1 M9 General L' hsn & Rece tacle Load Ta NC a Feet 26U5 Garal Us & Ra 3 W / S4 Fl. 7815 • 3 at135W1Li Mat100% 195 c a, eo1 o CIQSE Tofal vsiN _ Galai U.8 Rec Paul A PROVIDE 302/0 CU. TMN • 1% CU IN 2' CCi OR 3 %M AL, TH4N • IYa CU IN 7' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERI4ANCsJ 150 AMP ELECTRICAL RISER NOT TO SCALE C0PIBKATWN SERVICE BO AMP DISCONNECT SWTCH AND OO/240 VC GENERAL NOTES, M ELECTRIC METER IN I AOSE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE COMP LY UNT14 ELECTFUCAL PROVISIONS OF THE FECR TTH PANEL ED171El1L 2 7!i(>ZL(2!$ b- LOCAL CODES, AND ALL LOCAL POLER COMPANY REGUIREI'ENTS, BOAAP B. ALL CONDUCTORS SHILL BE TYPE THIN/THALN UNLESS MCB NOTED OT1EF WM PAVER GOMPA TRANSFORMER IELWPRmff SERVICE CABLETELEVSRON ENTRANCE SERVICE EUINAMM e(aNPro4T Re_(91111F'87T INTERSYSTEM BONDING TERTNAL AT LOW VOLTAGE CONNECTIONS PROVIDE EO AMP, 26/240 VOLT, I PRASE SECOtDARX--- 1 V = SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 F COPPER (CU) N CONCRETE ENCASED ROOTER STEEL PER I-V2" DIA SCHEDULE SO PVC C0NDWT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE PECR TTH 2/0 ALUMINUM (AL) N 2" DIA SCHEDULE SO PVC EDITION (2020) CONDUIT ULESS SERVICE 15 PROVIDED BY THE ELECTRIC CO'TPANY. COORDINATE WT14 THE ELECTRIC S/S" CIA x S FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD 750LONGWOOD, FL3 PH: 407-77:78 FAX 407-77478 www.abdesigngroup.com n tNU L� s� p N ® g � Nam( R F � m 4 fj WpQ C k I! 0 sU13DIV. 8. LOT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL: 4EHB "2605-HAYDEN" GARAOE s111IWG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH E C MAY DRTE 05/06/21 SCALE: 1/4"=1'-0" sHEET E1 ELECTRICAL LEGEND SYMBOL DEFNITION NOTES -e D&V OUTLET m AMP MILE FCLE IIOv OUTLET WV OUTLET N OF OUTLET NNNV To ERTCN GPI 110v OUTLET Eou1-ED WKVEND FAR NiERTIlR(TAMPER POWTANT TYPE) 22VV OUTLET (4)WM CONECrWN yp D(T. YATEp1000F OWUND FAULT GPI OUTLET MTEIEEPIlR SWTC14 SWTCN 3-WAY OPER W4 SW1CN 441AAY OPER WALL TrN►REo LIGHT CELNG L04T © LED CLG LKA4T LED VAPOR ©vp PROOF LOW O vp VAPOR PROOF LgNf OIUD CAN eVBR. FAN 1 CPI'1 PER So. FT. �T' FAI YULIGNT 1 OR7 PER SO. FT. V NMeIUUE (SPECY 7SD DT F1 2-; WRAP ® ARM4 I (RECESSED) 4 FLUORESCENT 2.0" IIRM � (EUIW CE I`NTJ —� T PLUOPIENCENT N RLORSOCWf W-21 21 4' TRACK LYa1T PANEL own METER O .SD. NDNE OrmaTo U sATT. s4a[-IE• ulLueT� T UYLL PGWIED dTt sea[ -UP LJ EMa@ DETECToR YIC.IlI�II�. ® CAPSON MIMCS SMOKE ai@GTOU BATT_ s4rx-IE+UI/ MR-001flCRD SHALL sE A DISTANCE CP NOT LESS T1UN 4' FROM WALL PENDANT LI&HT 1(� NATURAL GAG . TELEPNAE J40K WN p 7!e7 yw s•. �ZQ .pe AIR COND TD on DSCONECT M& TELEVSCN JAOC GELLNG SON OJ-am To &E NIPPOR(ED N ACCOOANCE UY SO( MARCED AS SUCH FM OEILNG eo)( INEQJWAM CELM FAWLIGIR TO BE E12rPael® N ACCOWANCE UY IM MAN= A& IPCN FOR MPEMM 24' ICAPDESCINT O LIONT STOP Onnnnn 36' &CADESCINT LU)NT STRP nnnnnnnn w• HCANDROCINT LIGNT STW ROW LDNT oDIK. SlC2ETT • n3 PIRA -BUTTON FOR c1RES NAM& PORT • LOCATION OF Tv JACK& . PMONE OUTLETS 4 FANSTO ISE VEINED . HOFEOU2ER PRE -CONSTRICTION VNETRaL • ALL s 4 20 A'r CR NC14 CUUOUTS TO OE APUG FAULT P7UDTECTED PER ELECTRICAL PROVO" OF � TTN EDITION (2020) A NEC 210J2 20M EDITICIL • 20 AMP DEDICATED LAUNDRY CIRDAT. • OR • ISLAND (NOT ON IOTCNBN CIRCUIT) • DI6NWA6WM DISCGNECT TO BE LOOKOUT N PANEL • DATWROONI D6IAIIST PAN TO 144VE MN QWACrTY OF Be CFI NTERFUTTENT PER ELECTRGIL PROVISIONS OF SECTION MS019 EM TTI EDITION (2020x • LALNORY ROOM IIECEPra aE SNAIL EE GRO►D FAULT CIRCUIT-K?EREIPiER PROTECTION FOR P NOONNEL ON FEEDER& • WRUY METHOD SHALL BE NON METALLC CAME PER ELECTRICAL PRON&ION& OF I TTH ED (2020x • ALL WORK TO COMPLY WTN ELECTRICAL PROVRICNS OF 71E Fermi TTH ED r2dAOx • TEt OF LrARNG MtlT HE ETVIRSY ETFI(JEHT TTPE 1•ER EFRCIBNCY) 2010. TU. EDITION RA04J L------------------ SECOND FLOOR ELECTRICAL PLAN SCALE: 114' • F-®' �----------� Lo oLe 2'-S' I'-4' I LED LIGHTING C� DOUBLE LAV. BATH 3 I I I I � i i I I eL - I I I I 1 I LED LIGHTING C DOUBLE LAV. BATH •I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngnwp.com AA S: 0003325 h 4 ®®® 9 N N W i O A SUDDIV. de LO. ABBOTT PARK LOT #18 BLK. #7 PROJECT/2 04181.000-18071 MODEL.• 4EHB "2605-HAYDEN" GARAGE OW1090: LEFT pA SICOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C a D 05/06/21 9CAL&: 1/4e=1'-0e �IiEET E2 i L- - - - - - - - - - - - - - - - - - - - - - - - J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-V FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-0* MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 04 m J m h O � E appp C C 9 mm SUSDrv. as LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT* 04181.000-18071 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C DATE 05/06/21 SCALE: 1/4"=1'-0" SHMET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER r'M. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH CLASS FAB i MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECIANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 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 EX14ALIST 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 IN ACCORDANCE TO FBC'tTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 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. 13. ALL FIRE RATED CEILINGS AND WALLS $HALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC0MP'IENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT ESI PASS-THRU AIR GRILL NOT_ ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONG. CONDENSER W/ (2)-3/I6'X2' TAP-ONS UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAR TRAY y PVC SLEEVE TO LIDS BELOW SLAB 4' CONCRETE SLAB '8X1 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSED UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD WAN DRAM, PER 1TW EDITION FBCR 1TN EDITION (2020)) MECHANICAL BLDG. CODE NOTE: MAIN COND. DRAIN 3/4' DIA SECTION 3012.4 OVER HEAD • 12' FRDM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL COWTE. PLUG GA. PLUG SEE SPEC. BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TYPN) aI I I N� I OM FROM jG BEDROOM #2 ABOVE' I I I 1 111 I ® 4 12X12 PASS II I BATH #2 TWIRU II 1 -------------------- 50 X� -- --� --- O( m KITCHEN j I I STDR• I I I �O PAN. Am 1�� 8' S/A j r FROM ABOVE 5 1 ul , u FOYE III III PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-7745078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 y Z a m B In O ¢ d o 4 a S N W 00 2 Summ Ac LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECTMp 04181.000-18071 a[oaEi: 4EHB "2605- HAYDEN" GARAGE 81WMG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C —""DATE•" 05/06/21 BCALE: 1/4"=1'-0" SHEET M1 L----------------- ------ SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . V-0' d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 i q N m N W O x SUHDIV. ae LOT: ABBOTT PARK LOT #18 BLK. #7 [PROJECT# 04181.000-18071 MODEL. 4EHB "2605— HAYDEN" GARAGE 81FMO: LEFT PAGE: - SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C aA NO F-PRINTDATE: 05/06/21 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP FLATS ena Em -L PLAID PRE -FAD TRUSS 112' CLCa BOARD . 1/2' DRYWALL T SECURE BT. — PLATE TO SLAB W/ 16d MASONRY NAIL • 32' OZ. MAX FM. FLR 2X4 WOOD STUDS 024' OTC. SLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (a�TYP. INT. WALL (NON-BRG. ) D1 SCALE: 3/4'.I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR TIMI.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TpJft:27 MTL. DRIP EDGE J///I� /J 2x FASCIA PER —/ A I -m ELEVATIONS OA ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' GYPSUM BOA CR 1/t' NKaH f<24 STRENGTH GLG. BOARD A I SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING—� STRIPS • 24' O.C. B' GMU 1/2' GYP. WL. ISO .------- WOOD BASE � n W/ WINDOW OPENING ti S' DIA SLEEVE, DO NOT GUT REBAR PE BOND BEAM NOT GUT SOLID GROUT THE BOND W/ (U. 7 BEAM (2) COURBE - REBARS 2A PIPE THROUGH BOND BEAM \Qy SCAM 3/4'.r-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W5JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r`\l-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4 .I'-m UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TW EDITION IS *4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. HgaoY LDR 2B GAS LINE THRU BLOCK Dl • ,w• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90SM. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENC. GABLE TRU99 VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'.0' FIN. FLR�, 9' 1/2' THRf.K 2 COAT PORTLAM ClMR'T PLASTER APPLU� DUHECRY TO 6ALv. eTEEL iR/OK RRAOClie rASTu® ro PRODOi.T arPRaiK REO. VlRIICAI. 7RA47C r rot RT MAtf. n2E FASTeeD ro 1e0i01'' TRAcx RRAn�Te UUPRODWCT APPRD✓K MO. COMER READ V (fV WE STR)CMAL HCI.: le:►ra�e�+r 20 P.T. UD ATTACHED TO rLLL CELL Ai PER APPVWV APPRDVK I!d eEALAW . MAC 4M R7D s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' _2X4 SFF 24' O.C. MAX. SECURE W/ (2) 12d NAIL$ • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG UJD. TRUSS �CONT. 2x RAT RUN SECURED PERK/ STRUCTURAL DETAILS J/ SEE ENEF 3Y CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD ISASE— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE M. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. CHABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS C lu 0'-0' RNL FLR — ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r6_"�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•1'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4864B TYPE III OR TYPE IV UNDERLAYMENT. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 i 94 U J O v �H m ib o r N W E 8 L J SUHDIV. at LOT' ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL- 4EHB "2605- HAYDEN" GARAGE 91IING: LEFT PAGE: DETAILS %160 H EXP. C MAY D 05/06/21 sCAL.E 1/4"=1'-0" BFIEET D1 FIBERGILASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS, AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. 24' OZ. MAX FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9Mll. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE oLtER PRE-ENG WD. T LEVATION 24' Or— MAX. ER L VATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENER'sY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED OA I I, 5/8' GYP" BOARD ELEVATIONS O.FI 5/8' GYPSUM BOARD SOFFIT TYP. OR VL' HK+H STRENGTW TYP OR 1/2' HKsH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL -4U MSUL. I w w y� ( I IL w WINDOW ATTACHMENT w AS PER g MANUFACTURES SPECIFICATIONS REFERENCE ' STRUCTURAL .j_ 3/4' T 4 G SUBFLOOR GLUED AND NAILED N 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 GOAT AND ILED SGHEDU.E PORTLAND CEMENT of AS PER NAIL ArALUED SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER PLASTER APPLIED > DIRECTLY TO w 'v DIRECTLY TO w MASONRY m R MASONRY IfFELEVATION J IX2 FIRE -STOP Do FIRE -STOP LEVATION SEE STRUCTURAL— SEE STRUCTURAL R R EVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARDKs OR 1/2' HH STRENGTH CLG. OR 1/2' HIGHNG STRETH BOARD CLG. BOARD R 'fELEVATION Da FIRE -STOP 0C2 FIRE -STOP R-4.1INSUL R-4.I INSUL. IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO DO FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. e' CMU 1/2' GYP. WL. BD. WOOD BASE m m. LIE r —h�E E L 4: 4: n W/ WINDOW OPENING @ WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA is 0003325 N Ls d e a o � a cl F � ®a _ 6 e BU BDIV. at L.OT: ABBOTT PARK LOT #18 BLK. #7 PROJECT#I 04181.000-18071 MODEL- 4EHB "2605- HAYDEN" GARAGE B'W MG: LEFT PAGE: DETAILS V..16V%PH EYP. C MAY 11 AiACPA I AR NO 9 F-PRDA'l- 05/08/21 SCAT. - 1/4"=1'-0" 31MET D2 TOM 2X6 P.T.. CENTER OR DOOR HEADER SECURED W) (U V2' X a' J-BOLT WV 4' MN EMBEDMENT dV 2' X 2' X Va' WASHER 4 NUT OR W) (2) IA' X a' .ANC440M BOLTS We 4' MN EMBEDMENT uV 2' X 2' X V6' WA/HER 4 NUT — I, --M.�u--IIIIIII__n 1 1R' EMBED. a' Or_ 4' END DIST- 1 IR' EDGE DIET. 61GE& i)(I. Ci4RAf# DOOR BUSECURED W/ (TH) LOW a' J-BOLT OO SECUREDR ANCHOR BOLTS. W( 4' MN EMBEDMENT, W/ 2' X 2' X Iw WASHER 4 NUT. (1)TH WIIN S' OF TOP. (U WITHIN a' OF THE 57M, (3)EVENLY SPACED. 9� IN[ NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRMGBdT GARAGE DOOR [i�)BUCK ATTACHMENT 3 4G..e, VY.T-.• e• CHU 1/2, DRYWALL I14 P.T. OR 5/4'X4' MIN. SECURE THRIJ FRAME 4 ❑ I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK WV 3/16' TAPCONS DOOR CASING. G MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1-1/4' WITHIN a' OF EACH END DOOR JAMOR WINDOW 4 W' Or -MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4' OR +5/4" 11BiDOW TO BLOCK +3/4" OR +5/4" n 2X4: = SECURE TO BLOCK W/ 3/16' TAPCONS (MR SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN a• OF EACH END 4 S' OP. MAX 8PACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCOW MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END S. CMU 4 w O:C. MAX SPACING. 1/2' DRYWALL 2X& ® 1'X4' SECURE TO BLOCK P.T. NAILER WV(2) 3/16' TAPCONS (MN SWVJC SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN a' OF EACH END 4 W Or- MAX DOOR JAMB OR WIDOW SPACIN's. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" /11lINDOIf TO BLOCK +1 1/2" 2X4: IR SECURE TO BLOCK W.1 3/16' TAPCONS MN SWANK SIZE 145 MN HEAD SIZE 300 MR EMBEDMENT 1 114') WITHIN a' OF EACH END 4 W O)C. MAX SPACING. 2)(6: SECURE TO BLOCK W02) 3/16' TAPCONS MN SHANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN a' OF EACH END w CMW 4 W Or -MAX 8PACING. W'DRYWALL 2X& Q SECURE TO BLOCK I— Iw(2) 3/I6' TAPCCNB P.T. NAILER (MN SHANK SIZE 148 1)16' OBUS. X 4' MN MN MEAD SIZE 300 MR EMBEDMENT 1 V4') DOOR CASING WITHIN a' OF EACH END . 19• oJ:. Max SPACRYa. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 8441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" /11F WE TO BLOCK +1 15/18" 2X4: SECURE TO BLOCK WV 3AW TAPGONS MN SHAW SIZE 145 MR HEAD 84ZE 300 MR EMBEDMENT I V4') WITHIN a' OF EACH END 4 w O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SEGUED SEGUE TO BLOCK TARO" NON-STRUCTURAL 11M) 3/16' TAPCONS 3AW TANGCON MN I-V4' (MN $WANK SIZE J48 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END a' CPU 4 W OG. MAX BPACRW. In' DRYWALL 2x& ® FT SECURE TO BLOCK I— WK2) 3/16' T,APO" P.T. NAILER MN 614AW SIZE J45 DOOR CASING MN MEAD SIZE 300 MN EMBEDMENT I 1/4') WITHIN a' OF EACH END 4 W OL. MAX E AC44r. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUEB DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" /1T►B4DOlF TO BLACK +2 1/4" 2X4: SECURE TO BLOCK "/16' TAPCONS (MIN. SWANK SIZE J45 MR MEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' H OF EAC END 4 WY OJC. MAX SPACM 2X4: SECURE TO BLOCK LLV 1/4' TAPCONS (MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN IVOF EACH END 4 W3' OP, MAX SPACING. 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK W1(2) 3/16' TAPCONS WI(2) 1/4' TAPCONS (MIN. MN SHANK SIZE J45 SWWC SIZE 14a MIN. MIN HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 V4') EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 Is. OG. MAX SPACING a' Cm WITHIN E' OF EACH END 4 10. O.G. MAX SPACW. a, cN1N 2X& ® ❑ V2' DRYWALL 2X& CM �' DRYWALL SECURE TO BLOCK I'x4' SECURE TO BLOCK 1X4M IW(2) 3/16' TAPCONS P.T. NAILER WK2) V4' TAPGOMS P.T. HAILER (MN SHANK SIZE J45 DOOR CASW. MN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 V*' OAUS. X 4' MN MN EMBEDMENT 1 V4') MIN. EMBEDMENT 1 V4') WITHIN a' OF EACH END WITHIN V OF EACH END DOOR CASING 4 W OL. MAX 4 15' O.G. MAX SPACING. DOOR JAMB OR WINDOW BPAGINY. DOOR JAMB OR WINDOW ATTACH TO ZX PER ATTACH 70 2X PER MANUFACTURES DETAILS, MANUFACTURES DETAILS. MOM SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3" H 2X4. 110 SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHIRK SIZE J4a MIL MEAD SIZE 3O0 MIL EMBEDMENT I V47 WITHIN 8' OF EACH END 4 IS' OL. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3n6' TAP CON MN 1-1/4' (MIN. SHAW SIZE 148 EpqBEDt*9.tT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END g. CI'll 4 ID' O:C. MAX SPACING. V2' DRYWALL 2X& ® El' SECUTO BLOCK SECURE' P.T. NAILER WK2) 3/I6' TAPCONS DOOR CASING MN SHANK SIZE J4a N M00 MEAD SIZE 3 MN EMBEDMENT I I/4'1 WITHIN a' OF EAGM END 4 W OZ- MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 21ND IX SECURETO STRUCTURAL MEMBER LLlK2X2d WITHIN 9' OF EAGN END 4 W TO 0' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" 0 ElMnne 'rn RTnet( +s" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" �� K TO HLOCK +S 7/18" 2X4: SECURE TO BLOCK WV V4' TAFCONS (MIN. SHANK SIZE J45 MIN. MEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN a' OF EACH END 4 W O.G. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 1/4' TAPCONS MIN. SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN a' OF EACH END 4 W OZ, MAX SPACING. 2x& cm SECURE TO BLOCK WK2) 1/4' TAPCONS MN SHANK SIZE 14S MN HEAD SIZE 30C MN EMBEDMENT 1 1/4') WITHIN a' OF EACW END 4 16' O.C. MAX SPACING NOTE: STRUCTURAL. 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN 1-1/4' EMBEDMENT INTO BLOCK LJ a' cm V2' DRYWALL 1'X4' P.T. NAILER fj�j' I' P.7. X 4' MN �-+4 DOOR CASW. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" /.:111IND01I TO HIACK +3 3/4" /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdeslgngroup.coln AA I: 0003325 O J � O O sUHDIV. Ac I.OT: ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 WODEL' 4EHB "2605- HAYDEN" GARAGE BTIWO: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL 11 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FWA 22/31/2021 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV32/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 8/31/2021 13972.14 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. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.1Z SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 1149E_5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.9 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 1ZI23/2023 7473.1 EAGLEPRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/ZD23 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 22/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS V-0" SWINGING EXT. DOOR 2070 FBCR 1Z131/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT" 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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774 4078 wwwabdesigngmup.com AA JJ: 0003325 4 0 o Q If! tlt N 6 6 g x 4A lZ W O x SLT33DIV. & LOOT. ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 1LODEL- 4EHB "2605-HAYDEN" GARAGE SWIIJO: LEFT PAGE: PRODUCT APPROVAL LISTING %J60 MPH EXP. C 67 DAR7E 05/06/21 SCALE: 1/4"=1'-O" SHEET D4 PIOEFOR'IED CONTROL JOINT- PLAWE OF CONTROL JOINTS Td BE UIIED TIED TO LATH • S' O.C. MAX (VERTJ NQM DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV O T01P SECURE CQR�ROLiN USED T DUIU43 INSTALLATION —� FASTENE0BE TL • 1' OGRVERC r THICK 3 COAT CEMENT PLASTER URB LAYER 4. PORTFIBER BUILDUYP PAPER APPROVED METAL LATH FASTENED -1' (VERT.) OC. MAX AT SUPPORTS UIRIS LAYER 1. STUCw URAP Wow SHEATHING L A• ro }• LATH SHALL NOT WPnH W CONTINUOUS e• To e• v ro e• TIROL414 CONTROL nu "We BUT SMALL \ EWESTOPPED ANC TIED AT EACH SHOE PER ASTM GI069 \ PROVIDE 2X4 BLOCKING PLACED FLAT MAX 6• To e• FROM CONTROL JOINT WEN \ CONTROL JOINT PALLS ON L AWENERB FOR LATH TO BE NAILS OR — STAPLES N COMPLIANCE UV ASTM CI063 2. WIRE TIES TO BE (NO. s) 00415' SIRE 3. BLOCKW. SHOW MAY DE N ADDITION/ \ TO WALL STUDS REC UIPIED PER PLAN O"M" TYPE CONTROL JOINT OLPQD wwo•Pr.A O L— —• PL A x e1eSAee . n. e !. c1teAle . Pr, c e ®gip O1---PTA 1 QRAU. Pr.D POLO Ab ® ITOLO RiW1O •PT.4 a anEYE • Pr. D a CRAW . PT. c a TOLD . C Oven Pr. D BOTTOM 1111ffTOUCH" DOrTQi R..netlE M BOTTOM � RYTDR TRYR R l"U-FOLD. QQ dz cur. I' THICK 3 COAT CEMENT PLASTER (NRAMU N' 2 COAT CRIEIT PLASW fcNw Y) NOTE, APPROVED BUILDING URAP SHALL DE LAPPED A MNIPVI OF 6' R VERTICAL LAPS (ROLL ENDS) A 6' HORIZONTAL LAPS, ALL SEAPIe NEED TO SE TAPED OTN FORTIRFJi SNEATWM TAPE FETAL LATH \ 'x ' LATH VERTICAL LAP TO BE 1' n non . PETAL LATH URD LAYER al, STUCCOLA .4 WRAP r• nw mw oar / I \ DUILDNGNG PAP FFDRTFBER/ I I r nN utw ALL LM VERTICAL LATH & PAPER DETAIL BIDE LAPS OF PETAL PLASTER BABES SMALL W SEGUED TO P RAmm MB'eem. THEY SHALL W TIED WITH1 00415-I1(121-PM) WIRE AT INTERVALS NOT MORE THAN B• (22%4'"L AS PER ASTM CV63. ® KIC KO UTI NIm F .,.PA,. OF TEARS IN UM LAYERS. ,EARS DETAIL MAY BE PATCHED UVFIOUBE UR.4P TAPE PER MANIF. SPEC. OR PEEL 4 STICK —WHIRi12Mr IEAa OR ROLoeR QQ uor GwR) �L wTAu xlowlr ILASIitl AT OpTTOrI OF INiLT e YH4L ITrpMlGTE.TII ]' THICK 3 COAT CEMENT PLASTER PETAL LATH URS LAYER R, FOWFIBER BUILDING PAPER LURE, LAYEiR'L STUCCO WRAP O EATHSG WOOD SHEATI BUILDI PAPEF STUCCI HORIZONTAL LATH & PAPER DETAIL INSTALL FASTENERS (CLIIP6; STRAPS, STAPLES) AS RE(iSRED TO SECURE PIPE/ UIRE TO F RAMM Nos LAYER R. FORTIM R BULDNG PAPER METAL LATH 6'Wa' SELF-ADHERNG MP2'®RANE FLASHING OVER 4'x4' SELF -ADHERING PENSRAxE FLASNiNG OVER APPROVED MOUSE UIRAP. FL BRNG TO EXTEND ONTO PIPE 45c4' SELP-ADHERING MEMDR/ME W CONT. DEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR "ILTRATION BARRIER OVER ELASTOPERG COATING OVER STUCCO/ C.V. FINISH (SEE TYP -- SECTICW SECTION e s c o— FiSerE WINO �Co4.ISYn Famnor wa f poNaM certenx pester :a,ex mmpy � W,e eTpi®mn n.q..rneMs.f ASTM C 928-18E. Imtelletion of exter"ar lathing and framing ahsR aompy with ASTM C 1083-19a, m ASTM 1787. 4'x4' APPROVED NOISE URAP. q.AtB14NG TO E7(TQ1D ONTO PIPE P OR LESS PIPE GUT MID OVERLAP ONE SIDE OF- SELF-ADIIERI G. "1910RANE FLABWW STEP ry 3A PIPE N.T.S. WOOD SHEATHING OR CMU WR5 LAYER 7, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRIS it TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING Z !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. 4• STEP *2 TION DETAIL (F LEGEND 6'x6' SELF -ADHERING MEMBRANE FLASHING (OO'PATIBLE WV HOUSE UIRALP MATERIAL) OVER 4.4' SELF-ADMERBG PEYIBRNNE FLASHING OVER APPROVED MOUSE URAP. R.ASFIIJCs TO EXTEND OJTO PIPE GUT AND OVERLAP ONE SIDE OF I SELF -ADHERING PET'®RAME FLASHING 1 DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111611 ZIP WALL SHEATHING SELF-ADHE5IYE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-54-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.mm AA C 0003325 z V a e2 y� g �53 CQQ V ® S a 8U8DIV &-57 ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEIe 4EHB "2605- HAYDEN" GARAGE ISIMMG: LEFT PARSE: WALL ASSEMBLY DETAILS 160 MPH EXP. C MY1 � A NO 9W3728 DwTE: 05/06/21 sCAT r. 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASNNG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME CF THE EXHAUST. SEn'Q�'r'F OF FLABHIJG TO BEs X. . I. BOTTOM. 2_ SIDES, 3_ TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT s - WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER Or - BACKER BACKER ROD FRAME AND STUCCO ON ALL SIDES, X CAULKING • JOINT ALL AROUND I PER SECTION R703.7 EAsrlor Whbm and pW t ft BACKER ROD I Exterior use of porUand cement plaster shall comply with the application - requirements of ASTM C 926-18b. -X. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, 4 or ASTM 1787. Wi6 LAYER M, STUCCO WRAP - HOODED VENT I}' THICK 3 COAT CEMENT PLASTER METAL LATH W S LAYER o2. FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER 'I, 9TIIGCO WRAP LAYER -, FORTIFOER BUILDING PAPER c�TucTION -FETAL LATH 8' Cm VINYL CASING BEAD W RAISED BAND 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHMYa STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER, (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (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 50. 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 e TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' AWENT PENETRATION ri SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I_"� `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT --Ys' TO Ye' MID -WALL WEEP SCREED WOOD CONSTRICTION 6' SELF-ADHESIVE FLASHING S' CM -- WOOD FRAMED 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 )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER M, STUCCO WRAP UPS LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX V TON MID -WALL WEze nr ar= W WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FM M4 • I A50MFT (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' WRB LAYER M, CUT OPENING IN STUCCO WRAP R APPOVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER M, SELF -ADHERING 71 STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING —L—A MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR6 LAYER M STEP 1*1 STEP #2 APPROVED HOUSEWRAP WRB LAYER M, BELOW STUCCO WRAP CUT SUCH THAT e APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOK OVER APPLY TO FACE SELF-AD14ERNG EDGE FLASHING OVER APROVED 14OUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEP *4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL SECTION) OVER 60 MIN GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ' ° STEP 05 STEP #6 OELECTRICAL RECEPTACLE [1441 N. RONALD REAGAN BLVD.ONGWOOD, FL32750PH: 407-7746078FAX 407-7744078wwzbdmigngmup.com AA #: 0003325 1 in n all � Y y ll i M I v to U a x L J SXMDIV. & LOT ABBOTT PARK LOT #18 BLK #7 PROJECT# 04181.000-18071 MODEL' 4EHB "2605—HAYDEN" GARAGE SVMG: LEFT PAGE - WALL ASSEMBLY DETAILS V.160 MZH EXP. C D � 05/06/21 SCALE: 1/4"=1'-0" SHEL'TT dd Are WOOD SH CONSTRUCTION �'4 HAT CNAN EL' ' TYPE X. DRYWALL ` WOOD SHEATWNGt WRB LAYER 1, STUCCO WRAP THICK 3 COAT C PLASTER 13R. WGOD FRAYED WALL 4URB LAYER 'I, SUB -FLOOR DECKWS STUCCO WRAP WPM LAYER 4, FORTIFIBER PRE-BNGb TRLOO BUILDING PAPER THICKMARINER 3 COAT CEMENT WEATHER RESISTIVE- TI PLASTER WEATHER RESISTIVE - 6' SAF. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED 3 COAT CEMEhM PL�7�ER 4' POSITIVE DRAIN WEEP SCREED MEAL LATH WOOD eHFATNING 6' SELF-ADHEREING FLASWWG WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WIRE, LAYER 1, STUCCO WRAP 1 ' WIM LAYER 4, FORTIFIBER BUILDING PAPER "6' SELF-ADHEREING FLASHING WRAPPED WsZB LAYER 1, ' • CORNER OF CANTILEVER STUCCO WRAP �o M66-UU RUC -AS® 1 4' POSITIVE DRAIN2 WEEP SCREED �G� N FIELD — ISHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SOALE:11/2'•1'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / A5TM C-84-1-14a, MIN. 2.5 L55- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) W4 RESILIENT .AT CHANNEL VINYL CASING BEAD 5/5' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -t %' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUGITON (LEATHER RESISTIVE BARRIER 1 'WEATHER RESISTIVE BARRIER -S a' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING FEADER/BEAM L//- VINYL CORP. 4' POSITIVE DRAIN nveP arxvn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I@b RIP EDGE INSTALLATION v f--24 11 — EXTERIOR GRACE DRY WALL aDRAM 1 7 PLASTER SEPARATE ACCESOORIE5 ONLY) �.� - /.No - OA P IN F E—C F VWYL GABINS (SWOM FOR CLARFICATION OF IN ANTILEVER DRIP EDGE 1 1 .' 3' X 3' 26 GA GALV. LAYER FNISH LAYER (2 LAYER METAL DRIP EDGE PEEL . BET N FULL BED OF W PEEL . SEALANT.V MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y1 GAP FOR BACKER I Yt'XI % P.T. OR SRLLATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL OABRIG �� WATER PROOFING kt LLEATHER RESISTIVE LAYER (2 LAYER PEEL N ( BARRIER 'I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER ' W PEEL 4 STICK • DECK MEMBR4IE DRIP EDGE TO DECK EXTEND OVER DRIP am FLOOR EDGE 3' X 3' 26 GA GALV. METAL. DRIP EDGE - ISET N FULL BED OF I JS'XI W P.T. OR SIMULATE ' SEALANTjj' MIN. WOOD (TREX) FILLER SPACE PROM DRIP CONTINUOUS FACE TO TREX Y4 GAP FOR BAC KE VINYL CASING BEAD ROD • SEALANT I I WATER PROOFING It LAYER (2 LAYER PEEL . FINISH LAYER (2 LAYER PEEL . STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAi C244HNEL CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH .... -..— .._. _�...... WOOD SHEATHING I W?EXT!L 1 PANTED_/nINFIELD BARRIER 1 FINISH WEATHER RE i' THICK 3 COAT CEMENTBARRIER R PLASTER 4' POSITIVE I VINYL CORNER BEADWEEP 8C2iiEE, VINYL CASING BEAD NO (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION XU"N SHEATHING -AAHER RESISTIVE AR``RIER '1 -ATHER RESISTIVE ARRIER 4 SAP. \ -EEL N STr-K I Ya-x3- -L' FLASHING FULLY EMBEDDED N ROOF CEMENT 11i' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MR SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 1 HER RESISTIVE BARRIER 7 EXTERIOR COLUMN COLUMN SWEAT14M 11 CONTINUOUS V GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 9W 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISHI i' THICK 3 COAT CEMENT PLASTER LEGEND 6' BAR I Vx3''L'FLASHING. DRAINAGE PLANE (WRB FULLY EMBEDDED N ROOF CEMENT LAYER 01, STUCCO WRAP) I JIV X 3. 26 C.A. C ALV. METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER*4 - - - - - FULL D Or SEEALANTT, MI SN. BUILDING PAPER) SPACE FROM DRIP FACE To TREX EAD /INYL CASING B x--x—x—x METAL LATH WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR -111roo' ZIP WALL THICK, C3 COAT CEMENT � SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF yIHPYL GASRNG BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NITS WOOD SHEATHING UAM LAYER 1, STUCCO WRAP 2x FRAMING MEMBER a' THICK 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER 2 I/2' cashca Been BUILDING PAPER FASTENED TO SHEATHING • T oc MAX.METAL LATH U1RS LAYER M. d• THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING 6'SELF-ADHERING METAL LATH FLASHING LLRB LAYER -2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACIWs E 1. O.G.) GMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cap BLOCK SWEATHIWs WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER I BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) URB'LAYER 1, STUCCp Ud2AP WRB LAYER 02, FORTIFIBER BUILDING PAPER! METAL LATH i THICK, 3 COAT CEMENT PLASTER t i - i ro'SELF-ADHERING ' FLASHING � ' DRIP CAP WINDOW FLANGE 1rJB CASING BEAD Ca? WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroa' wm AA #: 0003325 1 b d) J PS o 4 9 BUDDIV. Ae LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT 04181.000-18071 MODEL.' 4EHB "2605-HAYDEN" GARAGE 81WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATI-ING —� WRB LAYER "I, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER "2, FORTIFIBER BUILDING PAPER i METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LATE STUCCO U Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP i' THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP \ — CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ' WOOD �T�T� �f— 5EYwom GASING BEAD aw"Twn+G WRB LAYER 02, FORTIF15ER IT EWER 111EGISTIVE BUILDNCs PAPER : ` WEATWER RESISTIVE /�/ i �\ BARRIER a , // I METAL LATH :.r xi � s� -AOI- R 3 COAT CEMENT W. i ' PLASTER ` . ; FL < �\ WEAT�IERIs BAMRIER'I STIVE STARTER sTRIP / \\ \\\ WEATWIq 4 61aTNE &'SELF -ADHERING FLASHING �� BARRIER FLAs�WING�RNG '[ \ —= GALVV METAL � VV � _ r DRIP CAP WINDOW FLANGE ' CASING BEAD C WINDOW 1 �J C (FRAME, W/BAND) Ow TRIM N4rmist - \ EAQ .:.. / ko x •GnAQPss•EIwsrar+CLEAAr•ITeEUEDCRs•K APROVED SEALANTR ` 2ING, SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT -- SEALANT PLASTER //= METAL LATH WINDOW FRAME ) WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) —WR5 LAYER el, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY %'4' GAP TYP WOOD SHEATHING NOTE: SEALANT CASING BEAD TO WINDOW METAL LATH: LATH TO BE PER SECTION ; R103.1.1 / ASTM C-641-14a, MIN. 2B LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 STUCCOYWRAP WOOD SHEATHING I I WINDOW FRAME WRB LAYER 02, FORTIFIBER RHJG BUILDING PAPER i bOD�DWE41HSrri RABW i WRB LAYER 01, HBATWER RESISTIVE THICK, 3 COAT CEMENT STUCCO WRAP aARRlele i�t-1 B�°AR wEIRe�oI TIVPLASTER I �slSnvE i /1. MIN. AeOVE TOPSIDNGOF Z RASLIPK:WRB LAYER e2, FORTIFIBER VINYL ANGLED BUILDING PAPER saaa,ER;EBIe'"'E V AOADWERIWO \CASING BEAD , WEATWM BAAIa ER I�lESISTIVEMETAL LATH VINYL CASING BEAD i STARTER STRIP\Vp 3 COAT CEMENT May '�W"+aVIEW (EXPLODEDTHICK, Dit A OR FOR PLASTER \ / ��� CAW oR WINDOW FLANGE CLARITY) rA,VD METAL /�' neA.vc� �.�. ., .., pYXD6 F811.ATFEDR ` ' ` OF z L RA E-Z BEAD VMri [-ASMG yA (Hv%' FLEXIBLE PVC BACKER ROD) / i CASING BEAD C� RAISED ]] WERTN� I .' 1 F` CEt'ENT 3 �7EAT \`� , I q 1�A BAND (FRAME) nEATWER RESISTIVE _ INSCALE: I I/2' • I'-0' --AnER a MA R RE&sTIVE E eaRwER -2 (w a SIDING TO STUCCO a ® FRAME TO FRAME �� TRANSITION 1 �7 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE LAP SOP ; I 2X FRAMING \ E-Z BEAD VINYL CASING CW/s' FLEXIBLE PVC BACKER ROD) WOMILATIMM T� MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING i GAP UVCAU KING PPF%0%W SEALANT ��. P DER RESISTIVE HER9---------------------------------- 'r FLEXIBLE PVC ,ER ROD) HER -2 (1 p �1EZ BEAD WINDOW CASING 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwzbdesigngroup.com , AA #: 0003325 A o d iY o 14 e 2 aU13DiV ac LOT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL• 4EHB "2605- HAYDEN" GARAGE SVFMG: LEFT PAGE: WALL ASSEMBLY DETAI 160 MPH EA C BE TAKEN IN IlEERNG THE VENT PROPERLY <', tY AND 1P SHOwi W P GPLVPNZED PUGNED. VENTRPE IS SEINED IF UI9IZED. NNL IN PI/ICE USING 1-1N' NNLS AT R:KYI LORER. ilOOFlNG CBAEM SHOULD TE APPLJED m ALL SNINGIE EDGES TEAR TIE PREPARATMOUTER CUTGUTTIIEGODSENEGCVEMOPENNDINTHEROOF EDGE ANDAROU®TIIE ENTIRE MMRA ER M RECONI 1-01NSEVERE 9EPTIERCOWB SHEATHING. SIZE THE OPEWNG IN ACCOfdiMA-E wTH THE CONSTRUCIIONZOlES. CWIRTSHONN. N TFIE EVEMA MELIYVAfAL VENT FAN IS USED, SIZE THE VEMOPEWNG IN ACCIXiDN4CE WTH VEMFAN MANUFACTURE5 RPNp WNECf10N RSTRUCTip15. DO NOT CUTIMO TRUSSES OR RAFTERS NHEN CUING Tf£ OPENNOIN THE ROOF I'—° IRTERFERINGSHNGIENNISAROUPDTHE PERIMETERO YSFPTW TWTIMTTHENOIw.su NGE OF THE Vf3NTUr5 RAT TO TIE ROOF SREAINNG.9UOE 1 THE TIX+AND SIDE RANGES OF THE VENT -AN) l To SHNOLES. ALLOW THE 90Tf041 FIANCES TO YEM RAYON I I THE TOP OF TIE SHINGLES. I!- YI -- --11 I u ROOF HOOD VENT DETAIL SCALE+ CUT WOUSELRAP AT D' ANGLE MODS ED •I- CUT N NOABiNAP LINE OF WNDM DP6/NG APPROVED WOSSENRAP OVER SWEATHNIS OVER UD STUD WALL STEP 1 INSTALL •'— SELF -ADHERING R-491ING OVER NAILING FLA W JAMBS EXTOD FLASHING MN FLEXIBLE FLASWIIG DO Ra( SEAL BOTTOM �• FIN STEP 6 TDIPORARILY FOLD-W 4 SEC NOID9~ (O TUCK FLAP UC at REM FOLD WOIJSOI IN AT JABS 4 SLOPE NLL R INSTALL & — SELP-ADFlRNG PLASWI NS1 OVER VINYL HEAD FLA.SIUNG AIM I DAMS) NA-RG FLANGE IS EMBD EFUN LAS"SELF-DH PPHIN LASHING I• BEYOND JAMS FLASNIGI INSTALL VINYL O CAP ill ASPHPLT PLASTIC CE4ETT! MOLDED PRdkD 90.5E OF RPE AND OVER FlAHGE AL16N FLAN4NG U• INT. EDCA OF SILL RO. M24ANICALLY PA6TEq PAINED ROOM (CAP NAIL&, STAPLES) INSTALL DIPONT FLE)4DIA^ AS n PLA04M AT THE FOLD Wouseut.AP' DOW F TAPE DIAGONAL CUT 4 ACROSS HEAD ar uRDOW PLUMBING VENT DETAILS SCALE: NTe PFLY N4• N019.— ONTNUOIIS DEAD F SEALANT AT ASS AND HEAD w PPLY TO BACK OF NDOw NAILM LAWA N LINE UV 1E-FUNCWW OLEO OR SLOTS. INSTALL 0' 91DE AD/E&IVE - BALT2D FLEXIBLE R ASWING MATMWAAL OVER DRIP GAP JoM IPROTECTO-~ DT-260C a SCOW STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 �6HNGLES TRIIRAEDY 94D( — FROM VALLEr CEN1ERLINE Nam LL ITM CONTACTORS IFESPONIIIEWLTY W VERFY ROOF VALLEY DETAIL THE carATGEAL.Y TS 4 S ".oDnaD INCENSING 11-M C YRAP, SELffY OF / SELF-ADNERPY A. NTS K-ASHIG MATESA.6 USED Mown GQlTR117TION. 2. INSTALL ALL MAvjwAL6 PER MAMPACTUMISM I orm SPECIFICATIONS W44lIN5, SEALANTS MAY REACT ADVERSELY F NOT r.OMPATIMILE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW IMS FOLLOWING C21PLETICN OF EXTERIOR RETROFIT WORK NOTE: REPAIR 8C44ET'E SHIOIN 15H4ALL BE IMPLEMENTED At ALL WINDOWS WITH EVIDENCE OF WATER INTFUSION CELOU THE WINDOW OPENMG SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 001 W I (0 EGLLAU SEALANT FLWD APPLIED FLAGNNG(LANCO 44417E-SEAL PIC-N OR Ea64U. SLOPE SILL TO EX L IT IS, THE CONTACTORS PROM NDILTY TO VIVIFY TIE COFF'AWBILITY OF ALL P RMUCM NCLUDNG SEALANTS 4 SELP-ADHERNC PL OWING MATERIALS LASED G DURING U I CONSTRUCTION. 2, FLAIN4NG AT EXTERIOR WNIDOID AND DOOR OFMIM456 WALL BE INSTALLED N ACCORDANCE WITH MANIFACTUER'S NSTALLATON NSTRICTI" AND APPROVED MTWOD U OF FVC RWA U N ACGOIDAW-E Ulna FENESTRATION MANFACTWER'S INSTALLATION AND PLASHING I STRICT1ONS. 916INkrat,SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALES NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeslgngroup.com AA M: 0003325 � d � 3 Q 2 T6 O SVHDLV ae LOT. ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181,000-18071 MODET- 4EHB "2605— HAYDEN" GARAGE 3WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 APH E C PRINT ATE: 05/06/21 D SCA*.A'• 1/4"=1'-0" S WA5 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN METAL FASCIA WRAP PEEL t STICK DRIP EDGE 4� 1/8' TEXTURED I FINISH is WOOD 1 �� 2Xe SUB 1/2' TEXTURED FINISH a CMU / METAL FASCIA WRAP Ys' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, V!' TEXTURED FINISH • CMU METAL LATH {\ WOOD SHEATHING JAI OR cm WRB LAYER'I, STUCCO U1RAP(FRAME ONLY) Um LAYER -2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT � DRIP EDGE ©FLAN P METAL KICK OUT �\ NOTE: NOTCH FOR 2XC6 SUB BAND ONLY ROOF KICK OUT REMOVED `\\ FOR CLARITY ROOF DECK(BEYOND) �\Z oo DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) `\ I �1/6' TEXTURED FINISH is WOOD, 1/2' TEXTURED FINISH a CMU 2.9, SUB -BAND W/I'x4' NOTCH I END, WRAPPED IN PEEL t STICK ®E L E V,4 OI V METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL @PLAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -SAND W/ti'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT IN 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/04'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 6 PH: 407-774078 FAX 407-7744078 wwwabdesigngroup.aom AA #: 0003325 .4 t4 J O d � o Q c ® _ fA UBDIV. Z LAT:BBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 xoDEI: 4EHB "2605— HAYDEN" GARAGE SVWG: LEFT PAGE: WALL ASSEMBLY DETAIL 160 H E . C ID: 05/08/21 SHEET WA6 F TE-, 8'-0" T-6" 28'-2" c 0'-0 o - TOP OF SLAB 4" CONC. 3 ( SLAB 0 .1 w. ---------� 11 FM-16x18 11 1A 1A 2'-8"10'-0" II II it 4" PVC i i - ml 4 CHASE i N 0'-0" `Q m ° i Ig �� T SLAB o al 11 O J J ii N I U U II p O 11 J v T5" 20'-5" LL F 9 1.1 C W-12x12 —J— — -— —6I " 1 1 m 1.1 11 o F-2 x24 ii c i cWC-,zx,z Oi iz m c O — — �1— — — — wrigO _ N m 511� t�i p8O w iv N ` UP TO 2ND FLOOR m I UUU I =N iv O (FIELD VERIFY EXACT LOCATION) 5 1.1 �cwn # 2'-8" 9'-0" 9'-3" 9'-5" x 0 N Lx ,A , N O I� #3 TRANSFER STEEL rn cPj@ 24" O.C. MAX 2 1A ao . - lV g I k 0'-0" FIN. ELEV. I SIM. I FIN. CONC. SLAB Ig I 11 mI 1.1 LLI ZD 2 10" 16'-0" 2'-1 � FM_16x18 — J 49.11, FM-16x18 L J o 4" CONC. w LL v o — — — — "v SLAB a �I O LL to b — — FM-12x18 20'l" I1'-4"I, 5'-4" W-41, 10'-0.. FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, 19INDICATES #6 BAR,/NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 Wl,.1.4 OVER GENERAL 3 1!L" 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-12x18 12' CONTINUOUS 16, - (2) #5'. FM-16x18 16' CONTINUOUS 19, - s FM-20x18 20' CONTINUOUS 18" FMC-16k18 16' CONTINUOUS 18" - (2)#5's - VARIES CW-12x12 17, SEE PLAN 12" - (2)#5'8 - (+)0•'4' CWC-IZK12 17, SEE PLAN 12" - (2) #'s - VARIES F-24x24 24" 24" 12' ( s s (+)0'-0" TE-1 8.. SEE PLAN 6' - 1 s-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 o p 3 Q 0 O64 SUBDIV. do LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT#1 04181.000-18071 MODEL• 4EHB "2605- HAYDEN" GARAGE SVWG: LEFT PAGE: FOUNDATION PLAN 160 Ift EXP. C DwR1 05/06/21 SCALE: 1/4"=1'-0" SKEET S1 39' MIN. EACH WAY MONOLITHIC FOOTING I Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED 77 •° Q a} CELL SEE PLAN FOR SIZE AND Q d O T CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o ° P• O t SPACING REQUIREMENTS GARAGE DOOR Q m U W 11.• _ RECESS —FM • S 0. N Z 8" CMU WALL O CMU WALL r . CORNER BARS, SAME SIZE AS LARGER BAR W III 8• O io p Z_ ° >I a IN FOUNDATION WITH 3d' LEG EACH W +_ d1Y' +- 0'-0" B WAY AT ALL CHANGES IN DIRECTIONS y ° - TOP OF SLAB TOP OF SLAB I ., SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS •) ° CURB FOR °q EXT. PORCH SLAB4"CHAMFER SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA (1STORY) -VARIES SEE SLAB SCHEDULE TOP OF GARAGE �•I.° ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE `- /;p, MASONRY UNITS SET AT ELEV: ISOLATION 6•' CHAMFER (2STORY) #3 ,6' #4 24 EXT. PORCH SLABW/1/7' W/1/7ISLATION1 - -_` 6" CHAMFER(2STORY)d�JOINT(WHERE ZEE SCHEDULE 3d' JOINT (WHERE APPLICAB)WHEN ° ♦.APPLICABLE) E SCHEDULE#5 TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WxD, BAR SIZE, 36' FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST D BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 /'-,-"\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34=,'-0" 2 SCALE:3/4'=Ta' R BARS DETAIL DOOR OPENING GARAGE 09� 4 SCALE: 3/4"=1'-9• SCALE: Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 46' - -/ e" CMU AND NAIL W/ 16d COMMON O co 114 VERIFY HEIGHT I a is #4 REBAR �24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN 3 Z ov SLAB LD 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g a w WALL W/ SYP No 2 STUDS SEE C) 7 5' 0 a I PLANS FOR SPACING. SINGLE O rC� I 7'CAPPED j U NEW REINF. BAR O �- SECURED W/2- PART IL g EPDXY. MIN. EMBED BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB V Dd MASONRY - O/CTIONAL STAGGERED. ° . a^ -. GALVANIZED PIPE � — Q O FOLLOW ALL MANF. ADDUNO ADDITIONAL METAL W/FLANGE @ BASE S SPECIFICATIONS FOR CONNECTORS NOT iv 1 4" CONC., REINF. W/ I N Q I USE AND REQUIRED WHEN NO F • 1 k6' #10 W WM ON o F PREPARATION OF U UPLIFT IS PRESENT. W 6-MIL POLY ETHYLENE U v HOLE. W VAPOR BARRIER ON Z w SEE SLAB SCHEDULE = Q I WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE 11 SLAB W/(4) 1/4" X 2 1/4" co,� d-0" TREATMENT SHALL BE BORA-CARE TAPCONS Q TGP OF SLAB CONT. REBAR ' (2) #4 4" CHAMFER(1STORY) '�` •�- II. h 6" CHAMFER (2-STORY) Y1� (2) #5 REBAR ON CHAIRS ♦ s EQ. EQ. EE SCHEDULE 12" MIN. DEPTH INTO ? W 2,000 PSF VIRGIN SOIL OR 95% FOR WAD, BAR SIZE VIRGIN OR ENGINEERED SOIL �O COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN T-6' mU PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION scALE:34=1'-0 (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALE:34=rd scALE:3/a=r-d 1 SCALE 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 a SPACING REQUIREMENTS rG PROVIDE DBL TOP PLATE 16' O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT v REQUIRED WHEN NO IL - Z 8" CMU WALL UPLIFT IS PRESENT. LINTEL CONT.(NP.) O ro b9-90'-0"6' CMU FILLED CELL (TYP.) TOP OFSLAB TOP OFSLABSEE SLAB SCHEDULE 2X WALL FRAMINGdam•10DIA. TOP OF SLAB - -n ^ JPOURED SIMPSON ST32 BOLTS 5" EMBEDMENT INTO GROUTED FROM ENDS AND `" - SEESLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (15TORY) BAR SIZE 48 BAR DIA WMINIMUM - c 16• CELL, 4" W/ 112" ISOLATION 6" CHAMFER (2-STORY) #3 U ° 16' O.C. VERTICALLY MAX JOINT (WHERE ♦ #4 24" A�-- APPLICABLE) Z MATCH STEEL #5 3d' 6" PVC CHASE g REINFORCEMENT #6 SEE SCHEDULE FOR WxD, BAR SIZE THRU FOOTING PER SCHEDULE 6'PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT % INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE BLOCK WALL CONNECTION THRU FOOTING SCALE 3/4"'1•-9' (NO UPLIFT) � 2 SCALE: 3/P'=1'-0" SCALE: 3/4"=1'-O" S N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7745078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003326 Y a c o 3 y O R m A 9 1A W 00 r SvsDiv. ae I.OT: ABBOTT PARK LOT #18 BLK. #7 PROJECTO 04181.000-18071 MODET, 4EHB "2605—HAYDEN" GARAGE SVFWG: LEFT PAGE: DETAILS %160 PH E . C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA g: 0003325 h m a � a SU13DIV. ag LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL- 4EHB "2605— HAYDEN" GARAGE SIWU40: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C MAY FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR �c TO HORIZONTAL REBAR W, 1d' HOOK / � Z GROUTED BOND BEAM VARIES PER ELEV. Z • i as Ig Q 5 CLEAN OUT REQUIRED w FOR INSPECTION RI o <I' - 04 FINAL . FLR. •a . - TIE RTICREBAR TO HORIZONTAL n REBAR W/ 1d' HOOK BAR SIZE 148 BAR DIA Z� #374"'.. 0 #4 U #5 06#7 HORIZONTALNERTICAL REINFORCING &____SCALE 3/4"=V-9' W W 02 5; J NEW REINF. BAR K N n- a I SECUREDW/2-PART EPDXY. MIN. EMBED g 6, UNO FOLLOW ALL MANF. SPECIFICATIONS FOR _ I USE AND Q PREPARATION OF Z HOLE. W� STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 34'=1•-9' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24 HORIZONTAL/VERTICAL * �,� REINFORCING ;�• #5 BARS ■ " B" I. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.wm AA #: 0003325 h J m MIMS 3 SvBDIV. & LO ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL 4EHB "2605-HAYDEN" GARAGE SIIIN7G: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 05/06/21 SCALE: 1/4"=1'-0" SHEET s1.2A.10 ll�k FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W (8) 1 Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T" x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SQE & DESCRIPTION REMARK 10 (2) 2X8 BEAM SCHEDULE gZaRM 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 (t SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 NIA GROUTEDSOLID BB2 MASONRY 3000 8.8 (1)#5 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: 407-7744078 www.abdesigngmup m AA #: 0003325 4 O C 14 6 � A StMDIV. do LOT ABBOTT PARK LOT #18 BLK. #7 1pitojzcT# 04181.000-18071 HODEX .• 4EHB "2605-HAYDEN" GARAGE S'rMG: LEFT PAOE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 EXP. C of MAY ROLWO A ABOUCPACRA L AR NO 93723 , DATE 05/06/21 scALE: 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 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 70 19 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. T I/ F = FILLED W/ GROUT (\A U=UNFILLED �N\O NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1T/1 i7— l/ B p85�F�� NOMINAL—�� aQ� HEIGHT #OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MKIB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - ITNMM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -`a 10 WINDOW SILL Z - SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' TYP. 9191 aoj BONDBEAM TYP. B'k16' =O BONDBEAM ' OX16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND SEAM EACH COURSE 8xB BOND BEAM TOP OF W/(1)#5 BAR .L: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2 BEAM DESIGNATION OR 2 exe PRE -CAST CONCRETE LINTEL, W/O STEEL ILI) REFER TO PLAN FOR LOCATIONS TOP y PRECAST HEADER(MIN) 2" (MIN 2X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") e" FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 -4 SOLID BLOCKING 1/4") 9• FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-1/4" MIN_ 2-12d PER ELK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" =1 •-0" de e e SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Se e FILLED CELL BOND. BEAM PROVIDE #5 BAR E e ll AT EACH SIDE e STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: WOOD SECTION FASTENER SPACING d• =2" MIN, 2 }" MAX % = 2 }' MIN, 9" MAX %=1 }' MIN, 2 }'MAX ee = t' MIN, 2 }"MAX d, =2" MIN, 2 }" MAX % 2i'MIN, 9"MAX (2)216 5=1}"MIN, 2}"MAX e• _ }" MIN, 2 }'MAX 4 =Y MIN, 2 }" MAX s,=2}"MIN, 9"MAX M2d a=1 }"MIN,2}j'MAX e• _'j" MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF MAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 ;•• OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE. c6 = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS e• = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y Y N O r 9—LL A f BBOTT PARK LOT #18 BLK. #7 PROJECT* 04181.000-18071 MODEL: 4EHB "2605—HAYDEN" GARAGE SVWG: LEFT PAGE: DETAILS %160 MPH EXP. C rpDATE: 05/06/21 SCALE: 1/4"=1'-0" SFMET s2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8184B 1617/0B MITAIS MITMB MITIOB -1T/08 TYPE LENGTH 8/8PLAIN 8/8SOLID TYPE LENGTH 8/8-1T 8/167T MD -IT 824-1T 8261T 9/d2-IT awls 167ro1 trot 1ro18 tm trot BM-Zr 8/162r 8262T &242r Bn62r 8/322r 3' 6" PRECAST 1436 962 3114 4217 5321 6425 7531 3'4r PRECAST 689 1024 3'4" PRECAST 1669 3524 4394 5283 6132 7001 2485 6113 8385 7708 9031 10000 1589 3524 4394 5263 8192 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4766 5597 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3615 4570 5325 6079 1981 6113 7192 6524 7627 8751 1363 3060 3815 46M 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 36M 4300 4'-W PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 9752 6541 7565 1207 2707 3375 4043 4711 5379 64, PRECAST 931 1247 1999 2560 3123 3686 4249 514" PRECAST 411 411 5.4" PRECAST 1016 1806 2374 2944 3613 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 6778 929 2DBD 2593 3107 36M 4133 8 6' PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0 PRECAST 410 721 6' 8" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 loom8625 e35 1688 2329 2790 3251 3712 T 6" PRECAST 570 938 2498 2205 2698 3191 3685 T$" PRECAST 303 534 T-0" PRECAST 716 am 1181 U62 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 91-4" PRECAST 428 633 1593 22D4 2481 2818 2821 9'�" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1974 2208 3081 4099 4899 572 1318 1643 1969 2154 2519 10' 6" PRECAST 3g8 487 1247 1767 1904 2163 2028 10 -0" PRECAST 151 301 10' 8' PRECAST 356 468 612 756 899 1042 550 1407 1 W'/ 2781 3222 3784 504 1180 1472 1763 1710 1989 11 4" PRECAST 330 544 1312 1742 2252 20M 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2888 3552 468 1042 1372 7843 1470 1710 12 -0" PRECAST 308 507 1210 Ism2048 25N 3191 174)' PRECAST 111 370 12' 0" PRECAST 383 366 476 587 698 783 1-7 1210 1598 2048 2586 3777 440 940 7300 7580 1314 1478 13'-4" PRECAST 270 433 1046 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 38e 978 1272 low1988 14'-0' PRECAST 71 293 14'-0" PRECAST � 278 360 443 526 ON 390 978 1272 1806 1950 23� 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 508 626 746 855 468 1079 1429 1824 2277 2712 246 663 ON 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR 15'-4" PRESTRESSED N.R. 252 16 4" PRESTRESSED 230 Sao 793 412 1 7014 1340 70 1703 2118 11 2513 230 616 816 908 908 13 7134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 606 720 601 1136 1312 174" PRESTRESSED N.R. NR NR NR NR NR NR 1W4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 738 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'4" PRESTRESSED tat zta 308 387 454 527 180 590 833 1038 1168 14M 142 373 537 6W 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR N2 22,4. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 m 1203 1381 137 358 513 SW 779 90D 24'-0" PRESTRESSED N.R NR NR NR NR NR NR50 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 In 4 654 124 1014 114T 124 319 455 " W7 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 y ® jE 0 to W 0 SXMDIV. de LOT. ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL: 4EHB "2605-HAYDEN" GARAGE SIF MG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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. H II II 11 11 11 N N II N 11 U N 11 11 11 11 II II II 11 11 II II II N N N II U II x n n n L it II' J2 N � 1 a II N II h JS— II II h 1 n 11 n n ° 4 2x4 WOOD WALL-11 II II II II II N II II II N '1 BMt TO CM WALL W/ 11 11 SYP. NO.2 STUDS 11 @ 12" O.C. II 2x4 WOOD ° II A O` N N 11 N 11 II Ir II �� ; SIMPSON LGUM46-SDS W/ 4 ' x4" EN HD ANCHORS AND 4 x 2 " TR()Y4 N It it 11n n 11 SYP 2 n STUDS @ 11 It If11 /, c n_ SDS SCREWS TO BMI N H H H 1 N N N 12" O.C. N N N N N N COLUMN SCHEDULE 4 DBL STUD MARK SIZE 6 BASE PLATE OR REMARK .. n DESCRIPTION REINFORCEMENT II II (I 006 (I II W0.1 4X6(3 Y2`c5X')SYP. HTT4 W/5/8"DIAx S" 5/S3.1A PROVIDE FT OPPIiG WALLVWDBL. PT., WOOD POST EXP. BOLT II ALONG THIS TRUSS AS TO 11 11 STUD UNDER ' II LIMIT AREATO 1000 I) EACH OII T II ER 30S 2 .. .. „ I1 It 11 11 r- — — — — — — — — FIRE I - I 3/4" SUB FLOOR "_ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEIP PRE-ENG. FLR. JOISTS —41 it 1 3/4" PLYWOOD 0 DRAFT STOP �I N PRE-ENG. FLR. JOISTS II 11 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS It It If It 11 11 it 11 11 It II II II II II II II II II II II II II II II it II �' II II 11 o u u u u n n n n II II II II II II II ) \ ( II II II II II II II II II II II II 11 11 It It It 11 11 11 11 11 �I II 747 1 PRE-FABRICATEb FLOOR FIRST FLOOR FRAMING PLAN SCALE: 1/4"= V-0" IJOIST 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 a M a i h O fSUBDIV. de LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL: 4EHB "2605- HAYDEN" GARAGE SIFMG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 M2H EXA C DARE: 05/06/21 SCALE: 1/4"=1'-0" SHEET S3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 } NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER !, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d ,LV. COMMON NAILS. ! SECURED W/ 10d ,LV. COMMON NAILS O/C MASONRY BONDBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 4", 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 31a Slb Slc TYPICAL TRUSS/�_ GIRDER CONNECTOR(S) 89iE$ BACKER BLOCK TIAGBESS 4500 3/4" WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12'GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN r,_-�I-JOIST CONNECTION @ L.B-W. UPLIFT) OUTER 1/3 OF SPAN ONLY BTM-- PLATE DEPTH 1/4-D —HOLE EDGE >5/8" —HOLE DIAMETER 2/5•D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER <3/5'D DBL. STUD �1AND BORING LIMITS i; SCALE: 1 12'=1'-0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x4", 6% 8" x 4'-a'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS �' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }'x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL U C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ tLtl (2) J' x 97ITEN HD TO CMU AND (18) SDS *'x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SEE SCHEULE 12' O/C D SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF `a �b `� GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' LSTA12 20 GAUGE W/ ICm 1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 —1-101ST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-12' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB ------------ <4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" 8 BACKER RXICK 7MCIOEBS 4500 3/4"WOOD PANELS 8000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV, COMMON NAILS TO HEADER FLO17241 B- SIMPSON IUS2.37/16 G < 1400 LBS U <70 LB W/ 2 3/4" WEDGE-BOLT/J-BOLT 5" MIN. S O , EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLTAI-BOLT, 5' MIN. EMBED (24) l6d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV, NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 USE, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'^ WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=l'-0" 6'-0" MAX (W/1X4) OR 1 O'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON HTSM20 W110 10d TO TRUSS AND (4)114" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10lod TO TRUSS AND (4) 14' x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE 9 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" tx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6A" O/C —7 —END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /� INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=t'-0' 24" 24- MAX. w/ IJOIST WEND B" MAX SPACING END w/I-JOIST T ACIN SEE FRAMING PLAN FSHEAIHINU TYP TVP P END OF MAX MA% MAX LEDGER W. 1/7 EXP. (212X8 SYP P.T. 77 FROM (2) 2X12 SYP P.T. 3/4" EXP. BOLT/J-BOLT W` L AER BOARO W EDGE LEEDOER BOARD TO BOLT/J-BOLT W/ 2 WASHER & 5 72" TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5 I/ MIN. EMBED. (TYP) V4TH (JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, WALL AROUND BOLT. FRONT 2, SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 3. AL - Z 3. ALL BOILS TO HAVE WASHERS Sy2X12 m 4. T B B ANY CLOSER SHOULD SYP PT NOT BE ANY CLOSER THAN 6' Z O/C, Z 5. ONLY LEDGER IN DIRECT m i (2)2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE BD BPACMS CEIIMAL SPACM A DOUBLE SYP 2X8 12' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-9' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 39-9- (1)'X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE 0)"X"BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32'OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's e" O.C. MAX CONT. 2X4 SECURED W/ (2) 106- Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG7D TRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 34'=T-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-774,4078 wwwabdesigngroup.com AA #: 0003325 n O a c ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL- 4EHB "2605— HAYDEN" GARAGE $WiMG: LEFT PAGE: DETAILS (I —JOIST) %160 MPH EXP C D TE 05/06/21 $CALF: 1/4"=1'-0" $FIEET s3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM EACH END W CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS W CMU WALL— REINF PER PLAN REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1 A. K O _ (JOIST (SEE Z O c0< N FRAMINGPLAN) 0. 1.0 w Ow PEREL VATION - leg ir _ PER ELEVATION (2) 2x4 PT, W/ DBL 2X12 SYP #2 LEDGER. SEE 24" M IJOIST (SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS SIMPSON SPHWSPH6 BTM. 1X2 FIRE -STOP a 12' O.C. (JOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRESTOP 12'HDGNAILS SECTION DETAIL SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL i-JOIST PARALLEL TO WALL p TO EXTERIOR WALL TO EXTERIOR WALL 2 SCALE 3W=1'-0" 4 SCALE:34"=1'-0 PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (NP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 26PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH _ STRENGTH EPDXY 6' MIN. EMBED. AT 37, OC MAX. SECURE GABLE TO 26 P.T. PLATE W/ 12d%8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 STRAP TRUSS TO PL SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U < 990 LBS W/ (14) 1Od GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x , 12" COMMON NAILS FILL ALL HOLES, DO NOT USE ,Odx3' PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 214 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD SECURE BT. PLATE TO SLAB W/ 1/7k9' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY f112" EMBED. MIN. Q 16' OC MAX. TRUSS CONNECTION L.B.W. 9a 9b SCALE 3/4"=1'-0 ROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O- .0 . TRUSSNVOOD POST CONNECTIONS 10a 10b 10c SCALE: 3/4"=1'-0' TRUSS TO POST CONNECTION A- SIMPSON MTS72 U < 990 LSS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U 1 4565 LBS VGT TO TRUSS W/ (16) ilw',WSDS, (1) 5/8'" A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <UA,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ASU46Z 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" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. S41 N. RONALD REGN BLVD. LONGWOOD, FIL 32750 78PH: 407-774-6 groS8AFAX 407-77 www.abdes AA B:3 h �G C O k Lu W 0 I SUHDIV. & L ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODEL" 4EHB "2605— HAYDEN" GARAGE 811117IIQG: LEFT PAGE: DETAILS (I —JOIST) 160 VRH E C PmNT 05/06/21 DATE: SCALE: 1/4"=1'-0" SHEET S3.1B PRE-ENGINEERED %� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX- 407-774-4078 www.abdesigngroup.com AA B: 0003325 V q ttRR33 2, fi � h O Q F 0 SUHDIV de LOT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 MODELe 4EH 3 "2605-HAYDEN" GARAGE ISITMO: LEFT PAGE: DETAILS %160 MPH ER. C DAA r`RvE: 05/06/21 SCALE: 1/4"=1'-0" SHEET s3.1c 2'-8" 14'-0" 17'4" 5' 8" 4 2.1 2.1 N Q vti 00 w, J V_ 9'4 3/4" TOP OF DECK O Y 101-91 - a i 2'-0" 7,_0" 7'4" 5'4" 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 114" = 1'-0" I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 F4 h 9 9 � a m a � m c 4 ft W x 0 x SVHDIV. Be LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECT 04181.000-18071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH E . C 12 DA 05/06/21 SCALE: 1/4"=1'-0" SHEET S4 1441 N..RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 37'-0" www.abdesigngroup.com 33'-8" AA A: 0003325 27'-B" 23'4" 16'4" 1 V-2" 2 4" 6•-2„ i- 0 Y ♦n W N 0 2 A A� M N 4 N 0 3'1" 10'-4" 2� � ______________________J L 20'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" s q o pg� yjg8�� A pS A SUBDIV. a LOT. ABBOTT PARK LOT #18 BLK. #7 PROJECT# 04181.000-18071 moaEL 4EHB "2605- HAYDEN" GARAGE 8WMG: LEFT 1SPAGE: ECOND FLOOR DOWEL PLAN 160 MPH EXP C Y1 L- AR NO W723 J DAATE.E. 05/06/21 SCALE: 1/4"=1'-0" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAi6 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 DESK "ohl REMARK 0 (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 (fc P-I)W SIZE HH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8.16 (i)p5 (1)#6 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)q5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES O s 8FB-1T/OM/OB 8F8-lT/0M/0B 8F84T/0M/0BM '-; 8F8-1T/0M/0B 2.1 I i I L------------------------- 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.abdesigngroup.com AA #: 0003325 8 rol q c tlt�a Q is —LL W 00 SUDDIV ae L.OT: ABBOTT PARK LOT #18 BLK. #7 PROJECT* 04181.000-18071 1[ODEL• 4EHB "2605— HAYDEN" GARAGE 811MG: LEFT 1 PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DAA E: 05/06/91 BCALE: 1/4"=1'-0" BHEET s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE L LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M/ ffi 6.1T 1T 1T 1T/W -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/18-1r BI20-1r 8/2a-1r 6/28-1r 6/92-1r 8r�1s 18-tT/1 1n1 rn1 1n1s -irNs 8Ai-2T 8H8-Zr erio-2r en4-2r erz&2r em-2r 3'�" PRECAST 143B 852 3114 4217 5321 am 7531 3'� PRECAST 689 1024 3'6" PRECAST 1569 3524 4394 5283 6132 7001 2485 8113 8385 T108 9031 10000 1589 3524 4394 5283 6132 7001 4'-W PRECAST 1065 700 2305 3125 3945 4765 5567 V-W PRECAST 514 763 4"-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1353 3060 3815 4570 6325 6079 4' 8" PRECAST 819 533 1T70 2400 3033 36M 4300 4'$" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7555 1207 2707 3375 4043 4711 5379 5'�' PRECAST 931 1247 1999 2560 3123 36M 4248 5 4' PRECAST 411 411 5' 4' PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 g25g 1016 2276 2638 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1181 3693 58n 6036 6546 6776 929 2080 2593 3107 3620 4133 6' 8' PRECAST 692 1139 3227 3031 3707 4383 5061 B $" PRECAST 410 721 8'$' PRECAST 835 1201 1678 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1866 2329 279D 3251 3712 T 6" PRECAST 570 938 2498 2205 20M 3191 3885 T B" PRECAST 303 534 TO PRECAST 716 9D0 1181 1462 1743 2025 998 2498 3408 4864 7057 64M 727 1624 2025 2425 2827 3226 9' 4" PRECAST 428 633 1593 2204 2481 2518 2521 9 4" PRECAST 192 384 9'41 PRECAST 464 586 797 948 1129 1310 838 1874 2298 3081 4099 4899 572 1318 1843 1969 2164 2519 10' 6' PRECAST 388 487 1247 1707 1904 2163 2028 10'-0 PRECAST 151 301 10 6' PRECAST 356 468 612 755 899 1042 550 1407 1807 2781 3222 3784 504 1180 1472 1763 1710 1989 11'4' PRECAST 330 544 1312 1742 2252 28M 3630 11'4' PRECAST 132 417 11'�' PRECAST 430 406 530 653 7n 8M 544 1312 1742 2262 2e68 3552 486 1042 1372 1843 1470 1710 12-0' PRECAST 308 507 1210 1596 2048 2596 3191 12 0' PRECAST 111 370 12-0" PRECAST W3 386 476 587 898 783 507 1210 1598 2048 2688 3171 440 940 1300 1680 1314 1476 1T-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 28D5 395 780 1067 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 lens 1988 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 360 443 sn ON 390 978 1272 Iwo 1950 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'-W PRESTRESSED 239 422 506 626 746 855 458 1079 1429 1824 2277 2712 246 683 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR 15'4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 23 367 884 793 12 412 1014 1340 70 1703 2118 2513 230 816 908 908 13 1134 1359 15M 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 325 365 451 587 680 3W we 1121 1413 1739 20p 102 506 72D 501 1135 1312 iw-e PRESTRESSED N.R. NR NR NR NR NR NR 1W-4* PRESTRESSED N.R. 148 19'4' PRESTRESSED 162 206 348 430 513 595 235 736 959 1200 1467 1716 188 420 623 SW 95D 1096 21'W' PRESTRESSED N.R. NR NR NR NR NR NR 21,aP PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 2Z-W PRESTRESSED N.R. NR NR NR NR 2.-0" PRESTRESSED N.R. 116 2Z4r PRESTRESSED 137 228 290 359 428 497 66 185 550 78 784 992 1203 1361 137 358 513 6W 779 900 24'4r PRESTRESSED N.R. NR NR NR NR NR NR 24"-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 tee a5o 65a eza 1o1a 1147 12a ate 455 581 887 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabde94gngr0up.00M AA #: 0003325 I y O 2Ina S k 4A f Q oil SUHDIV. & LOT: ABBOTT PARK LOT #18 BLK. #7 PROJECTp 04181.000-18071 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C —AR NO �l l DAATE 05/06/21 SCALE: 1/4"=1'-0" 3IiEET 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 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA 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 AFC-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .17T' ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4- AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 9' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3 XLX5 X') SYP- HTT4 W/5/6'lx 5' S/83.'IA PT., WOOD POST EXP. BOLT 1A c� v I --------------------- ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 o y O � gag C 14 ® S S �sillaffi j iLL ABBOTT PARK LOT #18 BLK. #7 -"JECT# 04181.000-18071 xoaEL 4EHB "2605—HAYDEN" GARAGE 8`11111l LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EA C MAY uZo D �T 05/06/21 SCALE: 1/4"=1'-0" SHEET s6 q oABLE-Ero ��` 4`-A RIR RaoF �4` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 5800 PSF J68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = W50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3, = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1(40120).FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19137' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 21/7' 0,131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' 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 ad RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 1Dd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES N V zw Z (D (D w Z� _� rn O Z � K 8 KAtItK VK IKUJJ-� ROOF SHEATHINGS ■m���11 11 I I 11 U BUILDING LENGTH it ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS C! 6"S" O.C. MAX @1 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTM C33CliM. MSXIMUMAGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATFIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE T08ECHAEFER®Y4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 40EMBER ANSI SPECIFICATION FOR THE DESIGN PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER WWRAIE UNDER ALL SIABSdNCAWND WHERE INDICATED ONBE ELASTICITY= PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND DISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE MATH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-conwneM 10 psf BTM CHORD ­nt WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM 014 SCALE, AND RUST AND PLACED IN ACCORDANCE W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' 97 BAR - 47 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION` COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. VI E A CULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF AND PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PRO D C L LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88'. 1990. 15 pB TOP CHORD 20 psf TOP CHORD (7 PST w/ ASPHALT SHINGLES) (10 PST 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. 10 Psf STM CHORD 5 PST STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 TO Wes' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING NAND: DEAD LOAD SPEED 020) MPH 3. SUSECONDC,RI GUST (ASCE (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH FIXED STAIRS: 0psf, STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 50pd,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS' 30psf, STAIRS. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4DPsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM MATH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. NAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C50, GRADE Pm = 20M PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 16'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 sf, FOOTING S P PROPORTIONED AND MIXED ASO OUTLINED UNDER ASTM C-270. HORIZONTAL EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE THAT EXTEND SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO PROTRUSIONSINTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d-PRIOR TO THE ADDITKNJ OF PLASTICIZER FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 kei FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Y A5001A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53'A53M GRADE B TYPE E OR S F = Y Y 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3IBAND ASTM C94C94M OR MEASURING, MXING, TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WIENCONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER W ADDED TO THE MIX UNTIL IT IS DEPOSTTED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FORLONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BET E RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOROF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUINDATIONS): B. FOR CDNCREIE EXPOSED TO EARTH AND/OR WEATHER: I Ur FOR A6 AND SMALLER 3' FORA AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPRICATroN 512E 9PACIN PPPLIGnM(Xi SZE ttFE SPACING REMARXs txl PT FURRP.G TO _ CASE 1EDG 1 I- _ B. COC GARAGE DOOR BLIP( qA TAFCON NRBIXJtY EASTFNEP e.00 ? ENBW., 1 ENODIST., ?EDGE psT. SGD,I E%T. pOCRs x PT, SEE NOTES CASE HANDENEDCOIL QC GGER® NDONNOOIiI FASTENED wIMO MASDNRYIWNC. GAPAGE DOORS CM TO MASONRV20NC. ?pA� vn,'w0.WER EXPANSION BOLT 16'O,C (yF qA) Ir O/C It?DNA) 4'EMBED., a'ETD psT., EDGE DUST. wiNDowBucX 1x Pr, sEE NOTESitAIL1I?LONG. Iw:DEr.,=DmIL w)NDow�ouNF,,BTENm INro NASONxYXnNc. .ETALSTR� To NAsoNRr)coNc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS eL'EL1t 91 PT BRIE a 1)8/1agA 'TAPCDN' FASTI.ER 18 11?ENDED. BEND DIST.1 1a• EDGE wsr. NON.BFPRING WOOD wPLL TO CONC. -B AMA Zd. ED.PEND BOLT MT EDGE qST. .IT VnrvOOW BOOX n13e'IAFx31, B'qC LEND. DUST, II? IT T03TEEL COL. SEE WI WASHER sTAGGERED NDTEB NOTT 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA A: 0003325 M � U Q I3P UnDrv. da LOTBBOTTPARK LOT #18 BLK. #7 ROJECT# 04181.000-18071 MODEL" 4EHB "2605- HAYDEN" GARAGE 8TnNG: LEFT PAGE: DETAILS 11 160 JJPH E C }-.I- I•--g-T, DA mT 05/06/21 SCALE: 1/4"=1'-0- s*mET S N1 2 0 a © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP " MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) }" MAX: nl=TAII n J-UNANNtL FASCIA FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED ` r 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT WOOD BATTEN @ STAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 1D J-CHANNEL 3D 70 STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL J" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.%_ 1.—SPAN UL- . SEE DETAIL'A'-' SEE DETAIL'E" EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING / TUSSMOI / OTHER EMB. WOOD BATTEN O v DETAIL 6 J-L;NANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ tWOOD 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTOMI CONCRETEASONRY) CONCRETE/CMU OR (NOTE 1) EAVE WIDTH (ROOF OVERHANG) }'SOFFIT-" J A �1 CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTE: 1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL $„ DETAIL C J-CHANNEL BY OTHER NSTALLATION SCREW, 2-1/4 BATTEN ATTCHMENT EMB. FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO (D 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. • �'��1�>?���> f�?�Il�?F= j�i?Fi= � 1 9 375.375 "???• •• 4 3.625 3.625 .6 5 08 03 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 0 /i 1441 N. RONALD REAGAN BLVD. LONGVMD, FL32750 PH: 407-774s078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003326 w `t q ® � e SLTHDIV do LOT ABBOTT PARK LOT #18 BLK. #7 PROJECT# 120 4181.000-18071 DEL: 4EHB 605- HAYDEN"U RAGE STNG: LEFT AGE: SOFFIT DETAILS MPH EA C D TE 05/08/21 SCALE: 1/4'=1'-0" SHEET SD1 ia 0 lk r