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HomeMy WebLinkAbout8009 Sail Clover LnT 99 2828-E401-ENSLE-Y99 !f HOMES 12602 TELECOM [DRIVE, TAMPA, I=L 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: l DR HORTON HOMES " 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nmm Bunnw `�, 7M CHM (�/ -ALL ILOC& AND WAYS CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE _ VB 'NIN. INTERIOR FINISH CLASS B -BASIC HIND SPEED - Vult=1B0 MPH Vssd=124 MPH -EXPOSURE _ C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES A/C ABOVE LAM. LAVATORY A/C AIR CONDITIONIN(: LUM. LUMINOUS MANHFACCABINET ALDi I. ALTERNATE M.C. AMP. AMPERAGE MIN. MINIMUM BD, BOARD MT. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CARNET MTL. METAL. CLG. CEILING N.T.3. NOT TO SCALE cLR. CLEAR o.c. ON CENTER CONc. CONCRETE PL PROPERTY LINE CPT. CARPS P.B. PTON CT. CERAMIC TILE PH. PHONE D. DRYER PIT. PLATE OHL. DOUBLE PLYWD PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED IN DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS OF. DEEP RA. °_ RETURN AIR GRILL DR, DOOR REF. RGERATOR D.S. DOWNSPOUT RM. ROOOO M DTI. DETAIL 0.0. ROUGH OPENING D.W. DISHWASHER S.C. SOLID OGRE EXT DR EA, EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG F�IAUST sm. SHEET I..XT. EXTERIOR SHWR. SHOWER FG/FX FIXEDGLASS SIN SIMILAR F.G, FUEL GAS SL. SLIDING PIN. FINISH SL.GL. SLIDING GLASS FI-R. FLOOR STD STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FT DR. FRENCH DOOR SECTION GA FOOTING TEMP EMPERE°GLASS A. GAUGE T.O. THICK GAR. DISP GARBAGEDISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOPOFPLAE INTERRUPTER TYR TOPOFSIABGL GLASS GYP BD GYPSUM BOARD UNO TYPICAL OTED H.B. HOSE BIB OTHERWISE: HIM HEADER ER CORE V.P..VAPOR PROOF HOT. T INSULATION HEIGHT WD WITH INT. INTERIOR WDW, WINDOW WIH WATER HEATER W.L WROUGHT IRON DATE DESCRDYTION own® BID BET ISSUED ARCHITECTURAL SHEET DESCRIPTION OIAMI 2020 FBC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT &REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG DI —DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS OW41 ADDED SOFFIT DETAILS 03A6n1 CREATED 8-m OPT. 03/3Vtl ADDED STONE VENEER OPTION m1�m REVISED 82 FT. cALcs ADDED OPEN UEB TRUSSESTe cWom FRAT1E WALK REVISIONS 10MI21 CENTER SAD. IN DINING ROOM IIA®nl ADDED FRENCH DOOR OPTION STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: 407 774-6078 ( ) Fax: 407 774-4078 ( ) SQ,ff, CALL,'$ LET RR uvING I/dI0 SQ FT. 2ND FLR LIVINGI I,3g2 SQ roTALuvING 2312 scLFr. GARAGE 421 Sa FT, ENTRY Y8 Ga FT TOTAL 2021 $aFT' 8X10 PATIO SO Sa FT- LL WORK SHALL COMPLY WITH PREVAILIN ODES FLORIDA BUILDING CODE, ATIONAL ELECTRIC CODE, ND THE CITY OF ZEPHYRHILLS ORDINANCES J' 11n� vL. C.! REVIEW DATE REVIEWDESCRIBED CITY OF ZEPHYRHILI PLAN EXAMINER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAIT PG S1.lA-DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2,2A—SAFE LOAD TABLES PG S3—FLOOR FRAMING PLAN AND NOTES PG S3.LA—DETAILS PG S3.1B—DETAILS PG S3.IC—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN AND NOTES PG SNl—DETAILS PG SDS—SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTABUITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUHDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MAWER. AB DESIGN GROUP TAKES NO RESPONSIBDITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngmp.com L AA #: 0003325 9 U, O U 0 U � > g Z to 14 evsa:v. & s oT ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT* 04181.02B-06071 MODEIe E401 "2828-ENSLEY" GARAGE 8WING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDAT04S. 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 ARCHITEC rO GNEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302 5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -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 b -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF S- 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 REGSTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SWILL BE PER STRUCTURAL, SEE ROOFAMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM G' PVC (SCHEDULE 40), INSULATED WITH d' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERW38 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 FMOSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 "GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 7042 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 "W.abdeslgngroup.can L AA N: 0003325 L rc w U x Y 14 a 5 9 E-11 IT-, SLTSDLV. Nk LIT ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B P1oJECT# 04181.02B-06071 HODELc E401 "2828-ENSLEY" GARAGE STIMCk RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C V ill, DATE: 03/30/22 SCALE: 1/4"=1'-O" SHEET GN 0 0 v PATIO v 0 H m @ OF ROOF A50VESTAIR DATA _ 15 RISER • 1D2' I I M TREADS • IV' —6068 SGD ;T II .9 DMG ROOM V-v CLCs s LIVING ROOM W-O' GIs 9 42' H. 1/2 WALL W/ CAP 4'-0' 5'-II' 11 4p D I B I '0 2868 Sc-• 20 MIN. FLAT HDR 1'-6' WN. A.F.F. O 0 I • III m • Fy _ I 0 KRM `>C BOLLARD .9 m W-V CIA = ` GARAGE AS REQ. PER BLDG. CODE 0 2868 0 2'-8' 3-SH e0 In w • y V. C BATH#2 v c 8'•0' d.G. I cllly m r D 3'-4' 5'-4' 4'- 4'-4' ;n FLAT I-IDR • FOYER 8-� G.G. HB- IR-ISH (2) 2068 L AFT. ti 4'-4' 2 8' 6 -0' 1 3 61.1. io M I6 -0' 2 -8' � ENTRY I s BEDROOM ---- � — 4'-4- 4 0 (2) 3052-514 W-4' FIRST FLOOR PLAN SCALE: 1/4' - I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENIM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 13/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYP&JM BOARD APPLIED t0 THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM$ BY NOT LESS THAN *b-(S.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR WWACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 OOIFOIBD AM GIADONOWD LOWS 11IM ■D EFOlIn FOR 8 8B001D 018R8 mom Sam DOZE 11010HOOM fEWJ B M07WE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN, CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 OIID. 112 5 31/-35 125d2' SOFFIT I 1 5 1 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 22'-3' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONHM)LOAL60YOYP1 SQ.FT. CAM'S fST FLR LIVRY 1APIC 80. FT. 2W FLR LIVING 1-A6I 8Q. FT. TOTAL LIVING 2,312 Sa FT. GARAGE 421 60, FT. ENTRY 28 80. FT. TOTAL 2,821 So. FT. A, PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8' BLOCK WALL LIND ON PLANS 11'-4' BRG. 4' INTERJOR LOAD BRG. WALL LIND. ON PLANS 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS ALL INTERIOR DOOR$ TO BE W -8' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX 407-774-0078 www.abdesigngroup.com L AA S: 0003325 A F Fn y 2 O Z U J 0 0 0 0 ly 0' RO FLO ABBOTT ARK BLOCK7PHASE 2B T 04181.02B-06071 MODEL& E401 "2828-ENSLEY°' GARAGE SM/DPG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 0�- - • l — - PRINT DATE: 03 30 22 SCALE: 1/4"=V-0" SHEET Al I' OBE. TOP PLATE @ m BAR DETAIL HANDRAIL a 36 W/ 2X4 RE-INFOI 3/4' 763 SM FLOOR C"W a "LED PER _ NAILNO YOFEDLE YEGUI[ 2=12 YTRPIYER TO SOLO HALM W nd NAILY TO DE MAIM PROM BACK DE 3/4' TAO OW FLOOR dim A NAILED PER NAILN6 YOEDILE SEOD! 9m LEOOYR t0 cm W/ 316'X4' TAPOONY R WOG Ao0 YYP MU STAGOORD YEOLIRE 1)0 JOYT TO LA DMIt W/ 01'A=SO4 FRIG-Y. YTM DATA. O RIBlRY R iD3 ._ u TREAos . e• YW YTRIMOUL PLANS FOR FLOOR RRAFwfC O EATERY OF v4• PLYNOW SM FLOOR MAMMAL RIPY FOR SOLD NAR.RL' mom 4 StAR Rtl1.'Im to Oa++Ow9 r0 reeR TONED. SW 3 Fnt TREAAM eTAX. IYYER•T!A DAi'FWGVARwt10NN Y W IRYYTf/TW AOJA NAr r0 YAO! J OSER EA MADE VARIATION N AN1' C L U CROI WaT NAFDRAL G IO ' o OIRODY Y[OTION 044 TO YE I v4' J/4' OR FlYDNDE IXAINALSNT mRAYPAY 0J Wt9 M RQ01 W WIDE _ _�. NARRpII !AD a-4• FA! NANORNL Fwr, NOSI I YEONRE TREAOY W STRM -FfD)e 9' \ ^ ll�kk� OVAD OF"4%.00R AOSYWE FL-4Y0 OR SMLAR R EA (D) T:G YYP NORIZOWAL RN Y7 (IMNQ'E] N ADWK TO IRILAP01Rr� \ MOOD OEYOND LL /41IMMM OF TREAD) WTN L:4 6M 2.4104M MALL 2=4 RE►FORCN6 • EA BEOPE 7X4 P.i. TO RLTTIDY • W OG FNX . STRbom BEfdlE YAE yy f51 YDd da RV ITtl NALS b'-Y' OG FyeO.RY NAM STAIR SECTION B SCALE: 112'--1'-0' THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A DIAMETER OF 14•t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4' AND A LAA'sEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601,6.1 / F.B.G. 2020 HANDRAIL SECTION HDR. DETAIL 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA B: 0003325 L W. 9) b .ww.. tit QQ ; QQ � QQ (Aat W 0 x L J 3tmDIV. 1e L.CT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT* I04181.02B-06071 xoDEr1 E401 "2828-ENSLEY)' GARAGE BIVMWG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C 01 SCALE: 1/4"=1.—O" SHEET M AL SECOND FLOOR PLAN SCALE: 1/4 • 1'-0' M N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.abdesigngfoup.com AA #: 0003325 y a u OC w � U m 66 j �ry b 0 g 2 0 ZZ� Y u iQ� p 0 dddLL I�j G V Y w c SLTBDIV. a LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PRoJBCT/ IG 4181.02B-06071 wnw. rE401 2828—ENSLEY' ARAGE BVIMCa. RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C L � PRINT DATE: 03 30 22 SCALE: 1/4"=1'-O" SHEET A2 r AREA OF ATTIC = 1650 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 1650 /300 5.50 VENTILATION AREA X SO, INCHES PER FT. (144) = 792 SO. IN. MIN. REQUIRED VENTILATION = .5X 792 _— _ 024'-4' BLDG. W.T. IN UPPER PORTION OF ATTIC = 396 SO, IN, SFNNGLE OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT ROOF 3961115 TOTAL M OF VENTS REQUIRED = 3.44348 TOTAL IF OFVENTS PROVIDED - 4 *AREA OF ATTIC 15 THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 17-4' 2ND FLR IT'-4' 2ND FLR BTHGTNG I I FYPCN BKTIIXI't 7 I'-2' OR EaJIVALENT I I TYP. IQ• THICK 2 COAT C81MT I I PLASTER APPLIED 'P Qr. a d DIRECTLY TO MASONRY I I ETFPLAA6 r~ ME r F 4 X4' C.A LV. 4' RAISED I NS SET IN BAND CTYP.J iV 0. b' RAISED RoOFVNO CEMENT 9'-4 3/4'4, I I . ''' _ n —_—_—_—_—_—_— "' ~ _ BAND _—_- ,i9'-4 3/4' RGL FIBERGLASS SHINGLES WAAIDERLAYMENT AS PER F50R SmSJJ. ROOF bHEAtHNG THKIG4E88 2X6 GYP PT LEDCCeR UV THREADEDROD32' 2ND2NDFIB_—_ 5 2— 2W SNL PER OG 6'OF --- I ---------- - -- ------------- CLG. HGT. m� NEX ryTF END MAX SET SIMPSON E• TN�RI' - --- BR'PBON LBU-26 NKsH 871siENC iF1 l7T10XY OPT. COACH 2ND FIN. FLR lF'ER ELEVJ S' MIN EMBED. C9 I TYP. I I I ®® LIGHT Rb OR rse ��� fRaSYP FD TRIM I I I I (PER ELEJ V 4' RAISED I v oil 9 - SLOPE PER BAND lTYP.J I i I r nn •9 ELEvanoN 2X6 PT LEDGER W/ MN TAb' OBB BHEATHPIG THREADED WyB• Tl.y�apEp ROD a m GUSROOF SET TO BE �� TO 0 O'FIN. FLRq---- ------- -- --- --- -- - - .10_q 0 FW. FLR 2X6 MEMBERS W 8d NAILS D•oc.•1°EAr+ETER I'-4' EACH END MAX SET N SIMPSON NKiL STR@Knl GR'PBON LUS-26 WI C4U 10d's 2 _0• flCPOJCT S' MN EMBED. TO LEDGER AND !2) LOdb CHANNEL FOR SOFFIT TO 2x6 JOIST FRONT ELEVATION-H SCALE: 1/4 . F-0- TEXTURED FINISH OVERHANG DETAIL A ENGINEERED WOOD TRUSSES • 24' OG. --_-------------- fy 24'-4' BLDG. WT. SUBMIT SHOP DRAWINGS SEALED BY PROFESSIONAL BVGNEER FOR REVIEW o �F� AND COMMENTS PLYWOOD SFEATHNG SEE OFF RIDGE VENT 12 STRUCTURAL 2ND R.R. BPS. W.T. r� _ (PER ELEVJ Il70PIFYa AND FLASHING W/ DRIP TI•!M mR:rs Rfo ANCHam PER FT6RWTEE NEE STRCIIRAL OFF RIDGE VENTEDGE B TYP U~ FASCIA WITH BREAK FETAL On ��� Il'-4' 2ND FLR4, ,Lll'-4' 2ND FLIP- b:2, 2w6 WOOD FASCIA BEE STRUCTURAL FOR FASTENERS BF---- T. VENTED SOFFIT PER ATTIC CALC'S I I If"0, 1/2'AP THICK 2 CEMENT PLASTER I ( ❑ D DGOATIRECTLY APPLIED DIRECTLY TO MASONRY I I RAISED TRIM PER ELEVATIONS I 7 v d 2ND FILM- U11NOM PER PUN �~ RAKE SOFFIT DETAIL I i nd A B SCALE: 1/2 = I'-0' ,i9'-4 3/4' 2ND2ND F1--- - — - — - — - — - --------- - - --------- --- 2N�N FLR I _—_—_—_—_—_—_—_—_—_ �8'-0' GLG. HGT. _—_—_ _—_ _- _—_ •Y TYP. I I ( I ie io I I I I 0'-0' FIN. FLR I f REAR ELEVATION-H SCALE: 1/4 . I'-O' TEXTURED FNISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdmigngm p.com AA M.0003326 iWUttU U C Pist i ounDiv. X LOT. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJI6CT# IG 4181.02B-06071 ODEL:E401 2828-ENSLEY' ARAGE 8TfMG1 RIGHT PAGE: FRONT & REAR ELEVATION » H" 160 MPH EXP. C n'-4' 2ND FLR 5Z 9'-4 2ND FIN. FLR��------- 8'-0' 01-01FIN. FLRflo -_-___- FRAME DOUd FOR FYF'ON BKTID(n OR EQUIVALENT ll'-4' 2ND FLR. E, Z(.. NGT. T 2' Era I 3/4/4' 2ND FIN. FLR` --- --- B'-0' 0'-0' FIN_ FLR, FRAME DOUdFM FYPON BKTID II OR EQUIVALENT .11'-4' 2ND FLR ''SRG. HGT 0� 3 4 3/4' ---� 2ND F LFNI2ND R o S'-0' CLG. HGT. _—_ o0'-0' FIN. FLR LEFT ELEVATION-H SCALE, 1/4 . i'-0' TEXTUIWMD FINISH OFF RIDGE VENT 12 �5 B TYP. n'-4' 2ND FLR I' 0'BF�. T. ®. I I TYP _ _____________ i I 14 _�9'-43N.' ____________ p2ND FIB ---------------------------------� �--------- II II CLG. HGT. II it _10'-0' FIN. FLIP RIGHT ELEVATION-H SCALE: 1/4 • 1'-0' TEXTURED FINISH 1441 N. RONALD REAOAN BLV .. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA 8: 0003325 M m m t3 m m n Y 0 Q ju 0 4 SU13DM & LOT ABBOTT PARK LOT B BLOCK 7 PHASE 2B PROJ=T# 04181.02B-06071 bwDEL: E401 "2828-ENSLEY' GARAGE swtMG: RIGHT PAGIM LEFT & RIGHT ELEVATION "H» 160 MPH EXP. C 0 1 312 PRINT DATE: 03 30 22 SCALE: 1/4"=1'-0" SHEET A4 �-I ELECTRICAL LEGEND SYMM50L DEFINITION NOTES --e 125V CUTLET 2/ AMP SNSLE POLE NOV OUTLET IIOV OUTLET VTro O a M4 ET WEED ewra OFF IIOV OUTLET EC"PED "FIND F4U1. NTERIPtER (TAPPER IENBTANT TYPE) OUTLET (4/ UM CONNECTION q.. P R°RtO220V EX L U4TEF GROUND PALLi -I�• C CUTLET NTERBPIsm 81111704 SWTCN4 3-WAY OPE R. SNATCH 4-WAY OPER UTALL MOUNTED \� LfGNI CEILM LIGHT © LED CLG LKdIT ©` P LID VAPOR PROLE LIGHT OVP VAPOR PROD' LWINT OO IECENED CAN YAalf. PAN 1 CM PER 8G. Ft. BBtIGHr Y RxnNE [ePEc6 T® DY DIED IBRAP ® AIa2LND A (RFOESSED) 2-Du.e RRAP (SURFACE fWrJ { 2' FLUORESCENT w g110IE8CINT ro--sp 2,p 4' TRACK LIGHT 0 PAWL sib rETE1¢ O SD. onaa DETECTOR MA TT- SWK4JP r-T R w u4LL FGURED D/TT. dalk-m Blom DETECTOR WL ® g� cAlmoN MOMMCIDLtlSB BMOC: DETECTOR cOPbO uTr. NBeex-uP Bu 'N"I"'aONOCTOD SMALL DE A ORTAMM OF NOT LENS 71@14' PEDANT LIM" RJR NATURAL GAS OUTLET JACK 04 u"Arm 7so7 �,L �*H. apt ANIL CCTOITIONN. I1N0. DISCOS!'GT I � TELEVM. JACK JO J-DOX ro IN eu9roRrls N TO I NG PF4 RTED ACCORD 4NCE UV DOX MARL® AS aDH POR INSPECTION TO DE "PONIED N CELNG PAUUGMT ACCOIOANLE IV DpX AS S X:M PLR lNerlICTION ages 24' RIGYDESCEJT LKI T STRIP nnnnnn !S' NCA DEYBIT LIGHT STRIP nnnnnnnD b, INCANDESCENT LIGHT STRIP 0.0aD LIGHT KP opt SECURY KEYPAD Pa I^UNN-emow I= Coles USD PORT • LOCATION OF N JACK& N PHONE OUTLETS A PANS TO USE VERFIED • MOTEOINER PRE -CONSTRUCTION NEETNYs • ALL D A 20 AMP DRAWN C111 176 TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF R!IQt TTM RDIT�N f2m2m) N NEG 210n 2_.. EDITION • 20 AMP DEDICATR D LAUNDRY GR:UR. G:I - ISLAND (NOT ON KlTGEN CIRCUIT) • DI6HUA8FER DISCONNECT TO DE LOCKOUT N PANEL • DATHROOMT EXWAUbT PAN TO HAVE MNL CAPAGY OF 90 CIPM NTE1B'11T(Bli PER ELECTRKAL PROVISIONS OF SECTION FNSOTS POOR TTN EDITON (207m). • LAUNDRY ROOM AND DSH848NER RFOE°TAO.E SMALL DE GROIN) FAULT CSRCURT-NTERBPTER PROTECTION FOR PANEL ON FEEDERS • WIRING M U400 SMALL DE NON TETALLIC CABLE PER PLECTRICAL PROVISIONS OP PEGe TTW RD (2m20) • ALL WRK TO C lPLY UM ELECTRICAL PROVISIONS or TYE PDGR 1TF1 ®(7010). • ALL LAMPS SHALL DE tlFR Rr(-Tvn BY DULDER AND PDr BNER3Y L.=__ dTiON (RPSmENTIAL ENEN GY 0210MCY) 2020_ Ten ®ITION RAmu PATIO wp F — — — IIVING ROOM Tv v DINING c` I ROOM PRE -WIRED TO FL ® 6UNT17N Cl FAN GFI STOR ``\ L I w �w II ' i Y I `\ • 44' WH OUTLETFOR l = Z ' i ` GFI APP. GFI 44' APP. VENT O Q OR MICRO _ -- A L) 3 �X p -' -� BOLLARD AS REQ PER SLDG.CODE `\ - [ `\A P$. FOR GFI GARAGE PAN. 10TCHQd DOOR t REF. CFI ' — I e GARAGE KEYLESS FIXTURE L — — — I @9 _ - — — ® GFI GARAGE uu�11`t FOYER DOOR PWI RERE I BA1H 82 I III mCO L 1 III [ I GFI IRRIGATION — — — — — — — — — OUTLET / 48' AFF. - O \ - - - - - - - - - - - - - - - - BEAROOM#2 i UP S.D. GFI ' EMY ---- (�% P.B. FOR PRE -WIRED CHIMES CLCs FAN FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' METER FIELD VERIFY LOG. II I LED LIGHTING C SINGLE LAV. BATH 4 150 AMP ELECTRICAL RISER 34A6 CU. THIN • K CU N 2' HW . RE GU N 2' CONDUIT O OPT. COACH NOT TO aABLE. CDI--T'ON SERVICE D.SNATCH AND — AMP 00/240 VC LIGHT GENERAL NOTES: M ELECTRIC PETER IN 1 PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS BNALL COMPLY UTN EC ELTRICAL PROVISIONS OF TUE PDCR TTH NEHA 3R ENCLOSURE P'LO PANEL LSCARP EDITION [2m20). LOCAL. CODES. AND ALL LOCAL POSlR OOMPANY REQUIREMENT& E. ALL CONDUCTORS SMALL USE TYPE TFNN/FLIIN UNLESS NOTED OTHEPWASE. FVmR COMPAI TR.ApSFOPWIER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SPOONDAR'F ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) N I-,.. DIA 6C EDULE 60 PVC CONDUIT OR PROVIDE 3 91/0 AWMINH (AL) N 2" DIA SCWEDULE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WRM THE ELECTRIC COMPANY' PRIOR TO DID. 3 TMJRM 0ME SERVICE CABLE TELEVSION 6Nf mall SERVICE EMYRA D` EGtU1PME/T EiU°PIENT - p y INTERSYSTEM DONDNG TERMINAL AT IOW VOLTAGE CONNECTIONS I 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PIOVSION6 OF THE FISM II)i EDITON (2m2m1 DID" DIA X 8 PT LCNNG COPIER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PN: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA A: 0003325 W sp _ } Y m > 0 °a z a u C cpS C c S[TBDIV. & LOT. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJSCT# 4181.02B-06071 bwDSL; E401 " 2828-ENSLEY" GARAGS $MNG: RIGHT PADS: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C I - ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Tmv CUTLET m AM SNXE FOLE IOv CURET UOV OUTLET Vl O ounzT FIRED TO SMON C/1 SOv CUTLET ROMPED WSfRD Gdil Rour IBE RYT9E IaiSISTAM rnw 220V OUTLET r4) UPS CONNECTION {�} I� —CF S E M. WATERPIBOOF CUTLET GROUND FAULT PamearTwe GUTCH SWTCN 3-UA4Y OPER �4 —TCw 4-uwr OPER L-o �J WALL MD NTSD LIdR GEILNG L*NT © LED CLG LIGwT LED YAROR ©� FROOF LISHT O yP VAFOR PROOF LIdwT OQ RED C,A! eVOW. FAN I CAT PER SO. Fr. UvLk FAN WrLKiIT i ORN T•ER 80. FT. TIXIIM DT reFBUL 1 I ER X7 T ""Lo UR.W ® fIR�CESSED) AROUND (HJRFACE MNTJ AMMINID r FwGIWSOCIENT �� r PIJ)OREBCBVT p it 7 C0 4' TReOC LIOW PANEL own METER • SD. IR701CL• DeTec*OR BATT. BACK-UP yEy WALL MOUNTED MTT. BACK-UP �J amoom DITTICTOR EILy9 , ® S/CO CARSUN � �T�T� f.01Si0 ISATi.IEAIX-Ir Iw Kraft cO"c"go SHALL I'E A DISTANCE OF NOT Laos THEN 41 PENDANT LIGIR NATURAL GAS CUTLET ► TELEPHONE JACK UN p l9JNLE! '!! AA AIR CCMtNNM DISCONNECT TO BE•21VV UN0. ME AMU ON TELEVRICN JACK CE BOX TO OE SUPPORTED N O J•BOX AOOOImANCE W'Box MAR® AS SUCH FOR INSFOCTIGN CEI TO BE WTORrEO IN CEILING FANA.IGNT AC,C49WAMM SV BOX MMQD AS NKN FOR aD 74• SYJMDISCENT LIGwT STRIP IS• NG4CESCEW LIrrNT ETIaI• nnnnnnne N• MCANDEOCENT LICAR STRIP PLOOD LOW CPTSW . SEQTT ICUMAD • PA ABA -BUTTON FOR CHKD —4�— um FORT • LOCATION OF TV JACKS 1 P44OPE OUTLETS 1 PANS TO BE vOWIED • 14gRAW'FR F'IE-CO'NTRUCTION tlMTNG. • ALL B 1 20 AMP BRANCH CIRCWTS TO BE AIE FAULT PROTECTED PER ELECTRICAL T•RPVISAONS OF ggg tTN tDIT01 rTmM) 1 NFL W Ion EDITION. • 20 AMP DEDICATED LAINDRY CIRCUT. • GPI • ISLAND eNOT ON KITCHETU CIRCUIT) • DIBIWIANNER DISCONNECT TO BE LOCKOUT N PANEL • BATHII00M E)GNAUDT FAN TO NAVE MN. CAPACITY OF SO CM NTER'1moo O: VISI PER ELECTRICAL PROONS SECTION MMO13 FBCR TTH ®ITCH rNSM) • LAUNDRY ROOT AND DISFwASNOt RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTEFOR PIER PROTECTION FOR PERSONNEL ON FEEDERS • UIWNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF Feda 1Tw ®r]O/mi • ALL WDRK TO C XIP LY WT4 ELECTRICAL PROVISIONS OF THE PEC S TIM m 179970) ING 1 BEDROOM #3 I 1 ;` I I -W � CLG. AN L REJ CL.Cs FOND \ ) ) I • I I / r WALL MOUNT" I I S.D. r SWITCH M TV e li• I ATTIC S.D. � __ _ I I S/CO® I S.D. I L BEDROOM#1 3� w.ic. LED LIGHTING LAUNDRY \ I I ® DOUBLE LAV. . • EfATH q 1 •L I L I S CL.Cs. FAN BATH #3 L BATHE G) BEDROOM#4 \ — — `;i" LED LIGHTING SINGLE LAV. Kip BATH •s SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' A� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdwigrigroup.com AA #: 0003325 I^. Y O W sp w pw pw let SVHDIV de L40TI ABBOTT PARK LOT 6 BLACK 7 PHASE 2B Plaoi=T# 04181.02B-06071 u0pa a E401 "2828—ENSLEY' GA1tAGE SrIDIG: RIGHT PCOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE'.: 1/4 . P-0' PLUMBING RISER DIAGRAM i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-774AO78 wwwabdosigngroup.com AA ♦: 0003325 R w w 0 W � 0 W C ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B P1iOJECTp IM 4181.02B-06071 0Dsr1 E401 2828-ENSLEY' RIGHT PAGM PLUMBING PLAN 160 MPH EXP. C of DATE: DATE: 03/30/22 SCALE: 1/4"=V-0" SHEET P1 2X4 TOP PLATE PLAN copom MEAD PRE iPt1159 ux• TWfX, 2 casr s• f111 !!! rop"LANo Ci3'RM STIMIC'NRAL FOR . I/2' CLG. BOARD RASTER APRIED REWOPICEMENT Dummy 1O MASQRr ATT P.T. YD ATT/¢SP TO RL.L NOTE: STUDS IN 5' DIA. SLEEVE, AS PM PARTITIONS SUPPORTING DO NOT GUT AIT�AL Mla 1/2' DRYWALL WALL HUNG PLUMBING REBAR v'ILx'"� °°P1 GE p®¢ wpD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE a WOM STRIP LONGWOOD, FL 32750 CABINETS SHALL BE NOT LK "01D"� "i PH: 407-774607s LESS THAN 2x4, WHERE BOND BEAM O NOT CUT fF�C lLQ�l .DR6M LI! DOOR r y fY, FAX 407-7744078 SOLID GROUT THE BOND CALY.*Tm SECURE ST. 2X4 WOOD SPACED NOT MORE W/ (I)- r5 BEAM OrP YI. BD. "RACK HMACKV6 WwwAA #: 0003325� PLATE TO SLAB STUDS •24• THAN 16' O.C. OR, NOT _ .boD MAN worn JAJA•er PER O� LESS THAN 2x6 WHERE (2) COURSE REBARS PRODUCT trxv. eTEel OVERMAD DOOR NAIL 32' OG SPACED NOT MORE MAX THAN 24' O.G. - AFF9WVAL VERrhCAL TRAcx pia.my �. r MK FASTENM TO TRACK BRACKWM B,FNAVLCr RPa" AFFROVAL Rua. BY ONtRs �� FIPL FLR 2A PIPE THROUGH BOND BEAM 2a GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS (i)TYP. INT. WALL ( NON— BRG.) D1 SCALE: 3/4'-1'-0' acalt. V1••Y-s D1 1/2'- -0 D1 SCALE: 3/4'.I'-O' FIBERGLASS SHINCTLES WITH UNDERLAYMENT FI5ERGLA55 SHINGLES WITH UNDERLAYMENT AS PER FSCR W5JJ. ROOF SHEATHING 2X4 OPF 24' O.G. MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR W5.1.1. ROOF SHEATHING THICKNES6 AS PER SHEET SNL r7 gm o 9� m a u c � FIBERGLASS SHINGLES THICKNESS AS P£R WITH UNDERLAYMENT AS PER FBCR `]05.11 SWEET SNI, SECURED PER PER STRUCTURAL DETAILS SECURED PER AS PER FBCRERLA 9�.LL ROOF SHEATHING FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE SHEET D1 THICKNE86 AS PER -5TIFFBACK AT ALL UPRIGHTS SHEET SNL SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER OR /S' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL DRIP EDGE SCHEDULE STTREN63TW CLG. 2x FASCIA PER MAX Ax. PRE-ENG WD. TRUSS 2x FASCIA PER BOARD RENCE ELEVATIONS O ELEVATIONS N VENTED SOFFIT VAT STRUCTURAL PER ELEVATION VENTED SOFFIT � W /// P'RE-ENG TRU55 SEE ENERGY CODE FORME FOR PRE-ENG TRUSS, WALL SHEATHING CONT. 2x RAT RUN SECURED PER O INSULATION R-VALUES STRUCTURAL DETAILS, REFERENCE STRUCTURAL 7HICKNE89 A8 PER SEE ENERGY CODE FORMS FOR WALL SHEATHING = MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER PER ELEVATION FASTENER SGHEDUL£ PER ELEVATION SHEET SNL SECURE PER 2x FASCIA PER nP 2x FASCIA PER ON SWEET SKI FASTENER SCHEDULE ELEVATIONS OJ4 ELEVATIONS ON SHEET 8NI. GA BLE ABLE TRUSS 5/8' GYPSUM BOARD OR 1/2 VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTAC4 1ENT WEEP SCREED AS PER DETAILS MANUFACTURES SECATIONSSTRUCTURAL 2x P.T.SECURED PER R-4J INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTAcwmENT AS PER STRUCTURAL MANJFACTURES SPECIFICATIONS tx2 P.T. FURRING RENCE STRUCTURAL STRIPS 0 24' O.C. 1/2' THICIe, 2 COAT PORTLAND _ Ix2 P.T. FURRING S' G7'n1 CEMENT PLASTER APPLIED STRIPS * 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/!' THICK, 2 COAT V2 GYP. WL.•BD. CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. PORTLAND 5, cm DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLRj 0'-0' FIN. FLR 0'-0' W FLR� 0'-0' FIN. FLR b S' cm ROOF SHEATHING THICKNESS IS tl ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-I6 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a C ACCORDANCE WITH FBCR 2020 u TTH EDITION, SECTION R301.1-3 4 ITH EDITION, SECTION R301,13 AND 160951 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION N U " " NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE rA VBDrv. le IAT:BBOTT PARK LOT 6 BLOCK 7 PHASE 2B Pnon=T# 04181.02B-06071 IW DXU E401 "2828—ENSLEYr' DAaA0Z BIFMQ- RIGHT PAO]& DETAILS 160 MPH EXP. C /1Z—STORY HIP BLOCK WALL INSTALLATION Of ROOF `5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE ATE FL WITH FBCR W5.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR 2020 iTH EDITION IS •4 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III TYPE 11 OR ASTM D486S TYPE III r� !� OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. R 0 ' L NO 23 PRINT DATE 03 30 22 SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHNGLES FIBERGLASS SHINGLES WITH LNDERLAYMENT WITH UNDERLAYMENT AS, PER FBCR SM.U. AS PER FBCR %MJ.L ROOF SHEATHNG ROOF SHEATWNG THICKNESS AS PER TWICICNESS AS PER SHEET SNLSECURED SHEET SNLSECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE R PRE -ENS LLD. TRUSS PRE-ENG WD.hvvvvy%w4-- TION 24' OG, MAX. 24' O.C. MAX. T EL V METAL DRIP EDGE— METAL DRIP EDGE BATT INSLILATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES VENTED ON. I 5/8' GYPSI.M BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR IQ' HIGH STRENGTH CL.Cs. BOARD VENTED b 2 FIRE -STOP SOFFIT R< RENCE I STRUCTURAL -4.1 NSUL REFERENCE_/ STRUCTURAL W W W a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL z 3/4' T 4 G SLBFLOOR 1/2' tHIGK, 2 COAT ar GLL�D AND NAILED 1/2' THICK 2 COAT_ PORTLAND CEMENT a AS PER NAILING SCHEDULE pORtLAND CEMENT PLASTER APPLIED u, PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY DC2 FIRE -STOP EVATICN IX2 FIRE -STOP --- SEE STRUCTURAL SEE STRUCTURAL-- R LEvan 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD R \fELEVATI DQ FIRE -STOP UC2 FIRE -STOP —� R-4.1 NSUL w w w WINDOW ATTACHMENT AS PER k'__---REFERENC_E MANUFACTURES SPECIFICATIONS STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PORT LAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED STRIPS +• 24' O.G. DIRECTLY TO 8'CMU MASONRY 1/2' GYP. ILL. BD. WOOD BABE IX2 FIRE -STOP Da FIFE -STOP —� 15913 BATT INSULATION REFER TO ENERSY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP �IMIU4 i 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R EV TION R LEV TION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' Or— a, CMU 1/2' GYP. WL. BD_ WOOD BASE • tl LADE �E .a .o. Q: q: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'.I'-C' i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA #., 0003328 .4 O o 9 mWW Su n a o g Q C a U Q cs Lj N 00 S Stmrorv. Ac LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PItGJECTo 04181.02B-06071 WODZU E401 "2828—ENSLEY' OARAGE 81WING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 03/30/22 SCALE: 1/4"=i'-0" SHEET\j 1J TOP: 2X6 P.T. • CENTER OF DOOR LEADER SECURED W/ (U N• X 6' J-0OLT W/ 4' MN. BMDEDFBd7 W/ 2' X 2' X VS' WASIQW 4 NUT OR W/ (2) W' X S' ANCHOR DOLTS 4. W/ 2- X 2' X V8' W46LER 4 NUT ® 1. 2X4 TO BILK W/ ® 1/4' TAPCONS I V2' EMBED. W OC, 4' END DIST. I V1' EDGE DIST. E S12M 2X6 C"R.4GE DOOR BUCK SECURED W/ (6) V2' X 8' J-BOLT OR AH014OR BOLTS, W/ 4' MN EMBEDMENTN W/ 2' X 2' X VS' WASHER a NUt. (0 WITHIN 6' OF TOP. (V WITHIN S' OF THE BM, IR (3)EVBN.Y SPACED. R B IN 6 09 B NOTES. ALL ANCHORS SHAM BE N ACCORDANCE TO MAMPACTIL¢ER'S MTALLATICN NSTRUCTICN5 iW M ! erril INStaarnr�46 eL� N4aoF 6TreGr.FNr GARAGE DOOR t BUCK ATTACHMENT 3 sr." w"I" 3/4 PT BUCK 1/4' SHIM Ir Q � p Z_ To INTERIOR EXTERIOR 3/4'X9' IZEGESS� . 2X4: SECURE TO BLOCK WV 3AW TA=CONS MN SWANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 UATHN S' OF EACH ETD 4 B' OC. MAX SPACING. 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: 6ECURE TO BLOCK W1/3/16' TAPCONS MN OWANK 61ZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN 6' OF EACH END 4 10' OC. MAX SPACING. 2X4:LEE13 SECURE TO BLOCK WV 3AW TAPC4146 MN SHAH. SIZE 145 MN, LEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN d OF EACH Elm 4 M' OC. MAX SPAC#r. 2X6, SECURE TO BLOCK WY(2) 3A6' TAFOCM MN SHANK SIZE 146 MN HEAD SIZE 3C0 MN. EMBEDMCR I V4') WITHIN W OF EACH END 4 B' OC. MAX SPACING. 2X& CIM SECURE t0 BLOCK WA(2) 3A6' TAPO" MK SHANK 617E J45 MN HEAD SIZE 300 MN EMBEDMINT 1 1/49 WITHIN S' OF EACH END a 18' OC. MAX 8PAORW- NOTE: BRIM A6 NEEDED TO PLUMB JAPE (DO NOT EXCEED 1/49 CMU DRYWALL LL TO BEI SOLID W/ 2,SN P.T. WAILER OBE. X 4' MR I - )OUR CAS6(C DOOR JAMB OR WINDOW ATTACH TO 2X PER 1- FACTUREG DETAILS, DOOR JAMB 3 TO BLK DETAIL 2X4: SECURE TO BLOCKUV V4' TAPCONS (MAN. SHANK 61ZE J43 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') UT14N 6. OF EACH END a W OZ. MAX SPACING. 2X6: ® 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W N2) 3/16' TAPCONS WUK2) 3116' TAPCONS W/(2) I/4' TAPCONS MR MK SHANK SIZE AD MN SHANK 61ZE 346 SHANK. 812E J45 MR MN HEAD SM 300 MN HEAD SIZE 300 HEAD SIZE 300 MN S' cm MK EMBEDMENT 1 1/49 MN EMBEDMENT 1 1141) EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 6' Cm WITHIN S' OF EACH END e' CMW WITHIN 6' OF EACH END 1/2'DRYWALL 4 16' OZ. MAX SPACING 4 W OP- MAX SPACING. 1 m• OC. MAX SPACING. 6' CM Ix4 P.T. OR S/47(4' MN 1/2' DRYWALL 1/2' DRYWALL 1/2' DRYWALL SECURE THRU FRAME 4 IX4' 2X8: ® ❑ 2X9. ® ❑ 2XB, ® ❑ EXTEND 1-1/4' INTO P.T. HAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' B�8 3/16' WK2) 3AW TAPCON6 P.T. NAILER WK2) 3A6' TAPO" P.T. NAILER W/(2) V4' TARO" P.T. NAILER (MIN. 614AW SIZE J45 MR SHANK 61ZE J45 POOR CASNC (MIN. SWANK SIZE J45 MN HEAD SIZE 300 ' 068. X 4' MN (MR 6kA)lK SIZE J45 MN HEAD SIZE 300 DER V LEAD SIZE 300 TA6' OBl9. X 4' MN MN HEAD 612E 300 MN EMBEDMENT 1 114" DOOR CASNG MN EMBEDMENT 1 1/41) MK EMBEDMENT 1 V4') MN. EMBEDMENT 1-1/4, WITHIN 6. OF EACH END WITHIN S' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN 8' OF EACH 8D DOOR JAMB OR WINDOW t b' OC. MAX ♦ b' OC. MAX 4 E' OC. MAX e 16' O.C. MAX SPACING ATTACH TO 2X PER BPACMCa DOOR JAMB OR WINDOW SPACING. DOOR JAMS OR WINDOW SPACING' DOOR JAMB OR UUWDOW MANUFACTURES DETAIL& ATTACH TO 2X PER ATTACH TO 2X MFt MANUFACTURES DETAILS. MANFFACTUREB DETAILS. 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" �ROIf TO HIACK +3/4" OR +5/4" 2X4: SECURE TO BLOCK WV 3/16' TAP'C4N5 MN SWAN. SIZE 145 MN LEAD SIZE 300 MR GMMIBEDM INT 1 1141) WITHIN 8' OF EACHEND 4 US' OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3A6' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 8. cmWITHIN 8' OF EACH END 4 W OC. MAX 8PAC W, V2' DRYWALL 2)M ® ElI'X4' SECURE TO BLOCK P.T. NAILER WA(2) 3A6' TAPO" DOOR CASING. MK SHANK SIZE J46 MR MEAD SIZE 300 MK EMBEDMENT 1 1147 WITHIN S• OF EACH ETD O.C. MAX e A ' ��' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO F'LU IS JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +1 1/2" /:11LIIlDOII TO BLACK +1 L/2" %re�'R NOTE, SLIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 15/16" n1IDQDDIf TO BLOCK +1 15/18" 2X4: SECURE TO BLOCK WV 3AW TAPCONS MN SHANK SIZE .145 MR HEAD SIZE 300 MN EMBEDMENT 1 1/4.1 WITHIN 8' OF EACH END 4 IVOr-. MAX SPACING. NOTE, STRUCTURAL 2X MOST BE ON OUTSIDE 4 SECURED 2X6: ® TWROUG 4 NON-STRUCTURAL SECURE TO BLOCK 3AW TAPCON MN 1-V4' WK2) 3116' TAPCONS MN SHANK SIZE J45 C`mNT HMO BLOCK - MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' cm 4 W OC. MAX 6PACNG. V2' DRYWALL 2X& CM SECURE TO BLOCK I'X4' UV(2) 3AW TAPCONS P.T. NAILER MR SHANK SIZE J46 DOOR CASNG MR HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN W OF EARN END a 18' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTIMS DETAILS. NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" �IIIND0IL TO HIAC% +2 1/4" NOTE, SHIM AS NEEDED TO I"LUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" E NOTE, 6141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3 7/16" `wwOLI TO BLACK +9 7/16" 2X4, ® 2X4, SECURE TO BLOCK WV SECURE TO BLOCK WV 3/16' TAPO" (MN V4' TAPCONS (MN SHANK SIZE J45 MK SHANK SIZE .HB MN HEAD SIZE 300 HEAD biZE 3M MN EMBEDMENT I V49 MR EMBEDMENT I V4') WITHIN W OF EACH WITHIN 8. OF EACH END 4 ID' OC. MAX END 4 W O.C. MAX SPACING. NOTE: STRUCTURAL 2X MOST BE SPACING. NOTE: STRUCTURAL 2X MOST BE 2X6: ® ON OUTSIDE 4 SECURED 2X6: ® CN OUTSIDE a SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUCi4 NOWSTRUCTURAL ELM) 3AW TAPCONS 3/16' TAPCON MN. 1-1/4' ILM) V4' TAFCCNS MR 3A6' TAPCON MR 1-1/4' MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK 814ANK SIZE .145 MN EMBEDMENT INTO BLOCK MN HEAD 61ZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 1/41) 8' cm EMBEDMI94 I V49 WITHIN 6' OF EACH END WITHIN W OF EACH END e' cm 4 B' OC. MAX SPACNG. V2' DRYWALL 4 W OC. MAX SPACSi V2' DRYWALL 2X6. ® PX4' 2X6. ® ❑ I'X4' SECURE t0 BLOCK P.T. NAILER SECURE TO BLOC. P.T. NAILER WK2) 3A6' TAPCCN45 DOOR CASING WK2) V4' TAPCONS P X 4' MN (MN. 6HANK SIZE J45 MN 8HANC SIZE JO P.T. MN HEAD SIZE 300 MK LEAD SIZE 300 MN EMBEDMENT I V4•) 2N7 2X SECURE TO STRUCTURAL- MK EMBEDMENT 1 1/4.1 DOOR CASING WITHIN 8' OF EACH END MEMBER WK2)12.1 WITHIN S• WITHIN 8' OP EACH END 4 18' Or —MAX OF EACH END a 6' TO 8' OL, MAX 4 IW O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOWDOOR JAPE OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER NOTE: &4IM AS NEEDED TO PLUMB MANUFACTURES DETAIL& MOTE. SWIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMS (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" r11LND0�>• Tn RTnrr( +4" a 11II'tDol► TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 wwwAbdesigngroup.corn L AA 8: 0003325 41 1�u 0 L p H It UL �iSt (d SZ3¢( lL E m " V u1 W O C 1Plt0JECT# IJHDIV do HATBBOTT PARKLOT 6 BLOCK 7PHASE 2B 04181.02B-06071 LWLODEIe E401 "2828-ENSLEY" GARAGE swngG: RIGHT PAGE DETAILS 160 MPH EXP. C rxaa� a- DATE: 03 30 22 SCALE: 1/4"=i'—O" SHEET PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 114719 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2023 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2023 104563 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2073 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCIt 12/31/2023 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FRCR 12/31/2023 1387212 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2023 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/g/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20Z3 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 114965 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2023 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2023 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/Z3/2023 10S3116 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 186442 MI WINDOWS & DOORS FIXED GLASS - 202D FBCR 11/18/ZDZ2 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/29/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR W31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2023 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/202B 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2023 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2023 23956.2 THERMA-TRU EXT. DOORS 6'$" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR SZ/31/2023 23956S THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2023 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2023 20461.9 THERMA-TRU EXT. DOORS SWINGING Single lite EKT. DOOR 20M FBCR 12/31/2023 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2DZD FBCR 10/4/2025 20477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES 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 30330-112 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 AISIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 03/02/2022 1A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdesigngfoup.eom L AA #. 0003325 04 03 O ui U S n n l�4S Zq 0 WQ Q�j tly�1j W W Q Q �pW g 1ZD U 0 Q ffaMal oumxv. a. Lar" ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PADJmCT# 04181.02B-06071 MDDZ&& E401 "2828-ENSLEY' OAZAIC:Z UWMM 4 RIGHT PAJDM PRODUCT APPROVAL LISTING 160 MPH EXP C PRINT 3 DATE: 03022 / / SCALE: 1/4"=1'-0" SHEET D4 PRSFCWtED CONTROL JOINT FLANGE OF CONTROL JOINTS T BE USRED TIED TO LATW • -3 \ OC. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 61UD EXISTS BEYOND EXCEPT STAPLES UV V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION PASTENERS to BE SPACEDDD------�T . T' OC. MAX VERTIGY.LY / \ proT LATH SHALL NOT BE CONT7NUOl18 r To v .• ro r THROUGH CONTROL Mn JOINTS BUT SHALL BE STOPPED AND tED AT EACH SIDE ;' T14ZK 3 COAT CEMENT PLASTER URB LAYER -2, FORTIRBER BULLDING PAPER APPROVED METAL LATH FASTENED .T CVERTJ Or -MAX AT SUPPORTS UM LAYER 'L STUCCO )RAP UIOOD SHEATHING PER A6TN'1 CIm63PIROVIDE 2X4 OIOC PLACED FLAT MAX 6' TO V FROM CONTROL JOINT U6EN CONTROL. JOINT FALLS ON NOTEI 1ASTENEPS FOR LATH TO BE NAILS ORS / STRUCTURAL STJD STAPLES IN CLFPLIANCE UY .am C1063 T- 2. WIRE TIES TO BE GNO, 18) C0415' USIA / -- 3. BLOCKING SWOU N MAY BE N ADDITION \ TO WALL SIUD6 REGiNRED PER PL.4MN r .5 I'M" TYPE CONTROL JOINT OC MILD NIUO • Pl. A OPr.A WMIO. RCA 2. CIVAM . n. 6 a ague i Pr. c OCgXD WNIp.Pr.A 2. QRASE • FT. S 1bID s3' it j OLIVIa NSAIpePLA 2. CPWAW • M. S > crWIAAW . M. c L MILD Fr. com PT. 5 T" R. C TCIIG66 morwm PLACE rim 0 g+AND! UMTI+R,1fAET aceL IY)ID. E}p INQI an. }• THICK, 3 COAT CEMENT PLASTER ngt—A W 2 C T C&la PLAAl6l XO W UIRB LAYER'7, PORTIFIBBR BUILDING PAPER em" -LT) UPS LAYER 9, STUCCO UR/YGgtlN! OLY) NOTE -- APPROVED BUILDING URAP 9WAL.L BE LAPPED A MINIMUM OF 6- • VERTICAL LAPIS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL 8Fi1116 NEED TO BE TAPm UT14 FORIIBER SWEATWING TAPE / r rlri LAP . rvWrAL LATH \ LATH VERTICAL LAP TO BE I• nr-n —I METAL LAIN LLRD LAYER g, 8TYC!CO )RAP i' MIN PAPRR LAP CF1 ONLY / I UI® LAYER 4, FORTWIBER \ BUILDING. PAPER roPAP£ R LAP 1��. SCALE: 1 V2•.1'-0' VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SEARED TO FRAMING MMMISER6. TWEY SHALL BE TIED UTH 00415-SIN MI -MTV IIARE At INTERVALS NOT MORE MAN T (22S-M). A8 PER ASIM CIM3. KIC KO UT I'� PAIR OF TEARS OM LAYERS, TEARS DETAIL M MAT BE P UTTA AIOU6E )RAP TAPE RAP PER MANF. SPEC. opt PEEL 4 STICK D gJHtLL ATp sws QLT) I O• gAMW m CNL D(1aWR b6 WALL N1461ND ICI( AL) NLAdIN6 (Ri d ' EXWTALI —wTW rw,T SEAL MOD CR saD.g. pQunT aT WQQ,.316tALL KKXd11 WAALMS AT 60ROM CF gOaF , WALL NTIEg1ECRRIi I' TWCK 3 COAT CEMENT PLASTER METAL LATH I RB LAYER Q. FORTIFIBER BUILDING PAPER UIRS LAYER'q, STUCCO uRAr SHEATSING WOOD STIC SFEATWING STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER w, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRH 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'xW SELF-AD4ERM MEMBRANE FLASWING (COMPATIBLE W/ NOUBE URAP MATERIAL) OVER �• APPROVED HOL15E uRAP PL AS14M TO EXTEND ONTO PIPE V OR LE66 PIPE rMeTRATION CUT AND OVERLAP ONE SIDE OF SELF-ADNERM MEMBRANE RA8WM ,STEP "1 STRAPS, STAPLES) AS RFSNUIRED TO SECURE PIPE/ URE TO FRAMING rl STEP I'2 6'x6• SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UV MOUSE )RAP MATERIAL) OVER 4'EE4' OW-ADWERING MEMBRANE PLASHING OVER APPROVED HOUSE URAP. FLASLING tO EXCTETb ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE UPS LAYER 7, FORTPIER BULLDNG PAPER METAL LATW 6'x6' SELF-ADNERM MEMBRANE FLASHING OVER 4-AW SELF-ADWERM MEMBRANE WOUSE )RAP. FLABIIINEG TO EXTEND ONto PIPE 4 x4' SELF -ADHERING MEMBRANE FLASWM OVER APPROVED WOUSE ILRAP. TiAABFIIWCa TO EXI9ND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED WOUSEUIRAP AIR INFILTRATION BARRIER OVER ELASTOMERIC COATING OVER STUCCO/ C.V. FIN1814 !SEE TYP HIA, I SECTION) SECTION PER SECTION plasw B4rhMNlo Rd o1n1N1Yo daq wmplT with ST C 926-on uremen reqb of ASTM 92&10b. Ir 1a11ationo/eatenw IaNng and I —Ong dull comply wSh ASTM C M083-19a, or ASTM 1787. TION DETAI LEGEND DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) lUR5 LATER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO x—x—x—x WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R7031.1 / ASTM C-&41-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com #: 0003325 rn m mW. Wto U 8 1 k g 0 �o 13 ILL a al lu O tsti Ci�jC' ,r�� �pjC1 C IIP UHDIV. Ae LOBBOTT PARK LOT 6 BLOCK 7 PHASE2B ROJECT# 04181.02B-06071 MODEL: E401 "2828-ENSLEY' GARAGE 9TIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C No PRINT 03 30 22 DATE: / / SCALE: 1/4"=1'-0" SHEET WAl INSTALL 6' SELF -ADHERING HEMBRANE FLASHINCs OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECLIIENCE OF FLASHING TO I. BOTTOM. 2_ SIDES. 3- TOP VENT CAP IS TO BE SET IN BED ` = OF SEALANT AT TOP AND 1 SIDES ONLY. SEALANT 18 TO BE II TOOLED SO AS TO DEFLECT r . WATER AWAY FROM JOINTS. ..4.� E-Z BEAD ALL AROLND VENT -APPLY SEALANT ALL III�� JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO t ON ALL SIDES.Ys' CAULKING • JOINT I I ALL AROJ40 1 1 PER SECTION R703.7 I I Exterior lathing and p1866B1ehg BACKER I I Exterior use of Portland cement plaster ROD shall comply with the application -X requirements of ASTM C 926-18b. 1' X Installation of exterior lathing and framing ' I shall comply with ASTM C 1063-19a, orASTM 1787. WRB LAYER 01, STUCCO WRAP it : WOODED VENT J' TRIM 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FOWF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER'1, STUCCO WRAP FOR7PI5ER _ BUILDING PAPER CONSTUCtICIN — METAL LATH VINYL CASINGBEAD 6' RAISED BAND EPBQIDDL 6' WDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I9>' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R-103,11 / ASTM C-84-1-14a, 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 PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER WDER 'QUICK RASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO 7=C I V 3`71- 1 Y = R STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER V TO Ye' MID -WALL WEEP 5CREED :6' SELF-ADHESIVE FLASHING 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 I —Al ­­ — 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 64EATWM WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH -T/B' TEXTURED FINISH • WOOD -FASTEN TO WOOD STI7UCTURAL HEMMER • 7. O.G. MAX 6' WIDE STRIP SELF ADHESIVE R4AWWA CLEAN MASONRY BEFORE APPLYING V_ FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER M, CUT OPENINCs IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO .: WR5 LAYER 01, SELF -ADHERING / STUCCO WRAP MEMBRANE FLASWIN6. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I STEP 1*1 STEP #2 APPROVED HOUSEWRAP BELOW WRB LAYER 01, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UJRB LAYER 12, FORTIFIBER BUILDING PAPER STEP *3 STEP *4 - ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH APPLY E-Z BEAD-1=,- E' (SEE TYPICAL WALL OVER 60 MIN ,'s SECTION) GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.corn AA 8: 0003325 y w U 0 Y m n al n w sysarv. & X.0T: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# 04181.02B-06071 a 0 Le E401 "2828— ENSLEY" GARAGE 9§VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 01 PRINT DATE: / / 03 30 22 SCALE: 1/4"=V-0" SHEET WA2 WOOD SHEATHING EXT. WOOD FRAMED COLUMN SHEATHING, WALL WRB LAYER -1, WEATHER RESISTIVE STUCCO WRAP 5U8-FLOOR DECKING BAfmER -1 WRB LAYER 2, FORTIFIBER WEAR RESISTIVE Wl000 FINISH LAYER (2 LAYER 3' X 3' 26 DRIP GALV, BUILOMG PAPER PRE-ENG'D TfaM6 METAL DRIP EDGE BARRIER 2 CONSTRUCTION PEEL 4 STICK) _ - SET IN FULL BED OF _ CK, 3 COAT CEMENT 6' PEEL ♦ 6' SAF. i'a' HAT CHANNEL CHI �WEATHER RE818TIVE SEALANT, K' MD `� ' TYPE 'X' DRYWALL PLASTER BAfaZIER'I STICK • DRIP 6' SAF. • TOP OF WEEP SCREED SPACE FROM DRIP , ry_• FLASF+IFYs (LEATHER RESISTIVE PEEL STIFK EDGE TO FACE TO TREX TO SHEATHING BEHIND WEEP SCREED BARRIER 2 WOOD SHEATHING 4' POSITIVE DRAM IN PREMBEDDED ;' THICK 3 COAT DECKO M ROOF CEMENT 3. PLASTER RIES I K' X 26 GA GALV. � , nFr.P erneen 1441 N. RONALD REAGAN BLVD. WRB LAYER h, — --- METAL LATH I Yi GAP FOR BACKER METAL DRIP EDGE LONGWOOD, FL 32750 ROD 4 SEALANT SET IN FULL BED OF PH: 407-774.6078 STUCCO WRAP /� - WOOD SHEATHING I vxf V P.T. OR 81MULAtED Yi GAP FOR BACKER AL ,X. MIN. FAX: 407-7744078 �' iFIICK 3 COAT CEMENT WOOD (TREX) FILLER VINYL CASING BEAD ROD 4 SEALANT CONTINUOUS SPACE FROM DRIP www.abdmigngroup.com PLASTER i ``�`� ? I� r FACE TO TREX WEATHER RESISTIVE AA a: 0003325 6' SELF-AWRAPPEG WATER PROOFING 1st WEATHER RESISTIVE VINYL CASING BEAD is > ` BARRIER'( - � ' FLASHING WRAPPED BARRIER N I " / • �� \ .�` • TOP OF WEEP SCREED TO 81•IEATHIDG BELOW EXTERIOR GRADE DRY WALL LAYER (2 LAYER PEEL t c STICK) WRAPPED FROM 1 �' WEATHER RESISTIVE -1 I' t WATER PRDMW, lot ((FATHER RESISTIVE BARRIER 2 \ BALCONY DECK TO a'�'^' we BARRIER -2 LAYER (2 LAYER PEEL ' EXTERIOR COLUMN i ` WR8 LATER 1, 9tUGC0 WRAP 4' POSITIVE DRAM WEEP BLED J' THICK 3 COAT CEMEN PLASTER CORNER BEAD —VINYL'i CANTILEVER 6' PEEL t STICK • DRIP EDGE TO DECK DECK t BTIGIV u+�"iw�arn"'� COLITN SHEATHING 6' SAF" '+I" WRB LAYER -2, FORTIFI EXTEND OVER DRIP FEEL a STICfC • r_ NO GAP IN FIELD VINYL CASING BEAD 8U6 FLOOR EDGE I VX3' 'L' FLASHNG -- - - --- m BUILDINGS PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA GALV SUB FLOOR FILLY EMBEDDED IN i SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ® ROOF CEMENT t:;;r.+'..';..'.�'.•:::�-' i 6' SELF-ADHEREMG SET N FULL BED OF OV X 3' 26 GA. GALV. , wR6 LAYER y, FLASHING ROMPED ATED SEALANT, IS' MIN. I SPACE FROM DRIP METAL STUCCO LL12.4P ` ,a •CORDER OF CANTILEVER WOOD ((TREXIOFFIILLETaR CONTINUOUS FACE TO TREX 11�'XI Xi' P?. OR SIMULATED SET N F)LLPBED OF SEALANT,V MIN. AMICO AM66-WFWC-1w I 1 ' 2 • n�eo 4' POSITIVE DRAM amen ya GAP FOR B VINYL CASING BEAD WOOD (TREX)FILLER CONTINUOUS SPACE FROM DRIP CUSTOM CASING BEAD - -- -- --- ROD 4 SEALANT WATER PROOFING lot FOR SEALANT A(:E TO TREX VINYL CASING BEAD `` ------ FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t O PT- BACKER ODDGM OPT. PEEL a STICK) STICK) WRAPFROM ' MODIFIED w WATER PROOFING lot NO GAP IN FIELD CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL t (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EDGE HAT CHANNEL CANTILEVER PLAASITTER3 COAT CEMENT 3/4 RESILIENT WAY C*4ANNEL VINYL C BEAD STICK) LLIPAPPEO FROM �TC�VER DECK TO CASING BEAD LATH,d,81NYs THICK, 3 COAT CEMENT DTL ® CANT 5/8' TYPE 'X' DRYWALL oo� aTHING p y S° 44 ILL U m O O q C S 1 o A LEGEND W/TEXT ED I PANTED WEATHER RESISTIVE 5/B' TYPE 'X. DRYWALL METAL LATH SCALE: 11!!'•I'-m' FINISH BARRIER 1 W/TEXTURED ! PAINTED WEATHER RESISTIVE FINISH 1 WOOD SHEATHING J' THICK 3 COAT CEMENT BARRIER 2 PLASTER 4' POSITIVE DRAM Tj' THICK, 3 GOAT CEMENT 4' POSITIVE DRAIN NOTE- DRAINAGE PLANE (WRB VINYL GOIaJER BEAD uEEP SCREED PLASTER COP IN FIELD "PI FREED METAL LATH: LATH TO BE PER SECTION LAYER 01, STUCCO WRAP) VINYL CASING seaD VINYL COIBDER BEAD (SHOWN FOR CLARIFICATION OF NO GAP IN FIELD lBNIOUN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY N R'103,1,1 / ASTM C-84l-14a, MIN, 2.5 LBS. WRB LAYER *2 (FORTIFIBER - - - - - SEPARATE ACCESSORIES ONLY) w BUILDINGS PAPER) � @EDGEPER SQ. YARD (UTILITY OR NOMINAL BALCONY DRIP BALCONY DRIPLATH DOES NOT MEET 5PECIFICATIONS) METAL LATH x—x—x—x EDGE INSTALLATION INSTALLATION ® COLUMN 0 (Wl" L" FLASHING) _ "ScoLE:Nrb WOOD CONSTRUCTION STUCCO WOOD SHEATWWS WEATHER RESISTIVE WOOD OR 1/16' ZIP WALL BARRIER 7 2x FRAMING: MEMBER WRB LAYER •I, o + 3!4 RESILIENT SHEATI-IINGs STUCCO WRAP' WEATHER RESISTIVE HAT CHANNEL BARRIER 2 J'THICK, 3 COAT CEMENT WOOD SHEATHING'S - VINYL BASING SELF-ADHESIVE FLASHING: — — — — — PLASTER WRB LAYER 02, FORTIFIBER -1 avaaiv ae I.o7' j' THICK, 3 GOAT CEMENT BUILDINGS PAPER ABBOTT PARK PLASTER 2 1/2' j .. WRB LAYER 01, LOT 6 GORh1ER BEAD 5/8' TYPE X. DRYWALL METAL LATH i i STUCCO WRAP BLOCK 7 t,',. Ut�D t PAINTED WOOD SHEATHING ,. 1' O.G. MAX. METAL LATH .`.� PHASE 2B FINISH "^x THICK 3 COAT CEMENT (2) 2x12 HEADER CHICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER PLASTER`. N PLASTER ' `'- ( ; BUILDING: PAPER PROJECT 04181.02B-06071 a' POSITIVE DRAM x; WRB LAYER "I, &'SELF -ADHERING I METAL LATH acODEIs VINYL GoIaDER BEAD WEEP 9CIzEED STUCCO WRAP FLA5HfWz 'y WOOD SNEAT4IINCz (EXPLODED J' THICK 3 COAT CEMENT "28284ENSLEY°' VINYL CASING BEAD No GAP IN FIELD Ew FOR PLASTER (SHOWN FOR CLARIFICATION OF '� CLARITY) GARAGE 811IING- SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP DRIP EDGE RIGHT 11D R5LAYER 02, PAGE INSTALLATION BUILDINGs PAPER RTIFISER WINDOW FLAWGE WALL ASSEMBLY WIOOD CONSTRUCITON 14-A CORNER BEAD (6) FRAME � < DETAILS WEATHER RESISTIVE 2 1/2 N II\ ' i60 EAr C BARRIER M -'r CORNER SEAD WRB LAYER 02, FORTWOER WEATHER RESISTIVE (FASTENER f SPACING: a 1' O.C.) BUILDING PAPER -�• BARRIER 2'•';'`•; VINYL CASING BEAD �• THICK, 3 GOAT CEN'ENt N METAL LATH PLASTER }' THICK 3 GOAT CEMENT ; 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER ' FF INiw sH PANTED WOOD SHEATHING &'SELF -ADHERING ' f1 U I L }' YHIGK 3 GOAT DEMENT HEADER/BEAM CMU FLASHING: PLASTER i 1/2' THICK, 2 COAT CEMENT A' VINYL CORNVINYL CORD" 4' ER BEAD DRIP CAP POSITIVE DRAM PLASTER APPLIED AR NO wEEP SCREED DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE DATET / / 03 30 22 (SHOGUN FOR CLARIFICATION OF SCALE: 1/4"=1.-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD @ BLOCK 156 CASING BEAD 0 WINDOW SHEET @DRIP EDGE INSTALLATION (FRAME, NO BAND) TAT A 3 ----------------------------------------------------------------------------------------- WOOD SHEATHING GASMG BEAD PI TABTMER3 COAT CEMENT J' THICK 3 COAT CEMENT PLASTER IX TRIM MEMBER TO TRIM METAL LATH SEALANT METAL LATH WR8 LAYER ■I, • STUCCO TO STUCCO WRAP SIDING TRANSITION LLRS LAYER 4, FORTIFIBER WOOD SHEATHING r BUILDING PAPER I ' SIDING WOOD SHEATHING �. WRB LAYER'2, FORTIFIBER i 1 BUILDING PAPER r i wRB LAYER "i, '-' / I 1441 N. RONALD REAGAN BLVD. STUCCO WRAP WINDOW FRAME ,( LONGWOOD,FL32750 METAL LATH / — WRB LAYER'2, FORTIFIBER ' PH:407-774,6078 BUILDING PAPER FAX 407Wgmup e i WRB LAYER ■I, WRB LAYER ^, I wwwAbdesigngioup.com �• THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO WRAP STUCCO WRAP ;Ff/ I AA/:0003325 PLASTER i BUILDING PAPER I E-Z BEAD VINYL CASING I 6'SELF-ADHERING METAL LATH CASING BEAD I 1 (WV3/a' FLEXIBLE PVC BACKER ROD) FLASHING ! ' THICK, 3 COAT CEMENT 6' SELF-ADHEREING I I VINYL ANGLED EXPLODED FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) WRB LAYER 01, STUCCO WRAP, 1 R CASING BEAD WRAPPED AROUND FRAMING MEMBER DRIP CAP y " (CROSS SECTION) 6' SELF ADHESIVE FLASHING WINDOW FLANGE WRB LAYER'I, ; WOOD SHEATHING STUCCO WRAP ; 2X FRAMING ; VINYL ANGLED nalcnoN MEMBER DETAIL BELOW EXPLODED CASING BEAD WOOD&EATWW. FOR CLARITY 7 �t ER pslanvE \ WRB LAYER 02, FORTIMBER r;9;:: 4 ■ i' ---------------------------------------------------------------------- ' ' BUILDING PAPER 4 1 �SISTIvE I \ ----------------------- ...,.-1 METAL LATH ' / \ `x T�1r.�AL eroWG i' ) b• SELF-AD14ERM -------------------------------------------------------------------------------------------------- ■ / I R.ASNWG -- y u a }' THICK, 3 COAT CEMENT ■ I I �' THICK, 3 COAT CEMENT PLASTER • bFLAAW �' L �� 1 ERNESISTWE Y4" GAP TYP PLASTER __ CASING BEAD 6'SELF-ADHERING ! STARI@R Snap �\ \\ BANNER q sIB7rvE % ' SEALANT TO WINDOW METAL LATH FLASHING ■y'+ ; DD Nor cauuc oR I I `� W b' SELF•ADFERMG "; a . SEA xcuay. I / FLA&UYs s[ ■ GALVD METAL \ •r FLAAaI+LVID w. ' WRB LAYER 02, FORTIFIBER ; Iq DRIP CAP rFLASH ■ Opt BUILDING PAPER I W I >pb JILATEDER WINDOW FRAME WOOD SHEATHING i WINDOW FLANGE CASING BEAD C9) WINDOW I�� X& _ (FRAME, W/BAND) `y1 C.Ap 1 5 C ti , OR APPRDv® SEALANT _ I I � SIDING TO STUCCO WRB LAYER 01, ® BLOCK TO FRAME I STUCCO WRAP WOOD SHEATHING��� TRANSITION I 6' WIDE PEEL 4 STICK 1 OVER FLANGE WINDOW FLANGE ; METAL LATH NOTE: I E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION i 2X FRAMING (W/V FLEXIBLE PVC BACKER ROD) WRB LAYER "1, R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. MEMBER11 STUCCO WRAP WOOD SI—IEATNINCx PER 80. YARD (UTILITY OR NOMINAL \+ -APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE t BUILDING WRAP % BUILDING WRB LAYER "2, FORTIF15ER WRAP BUILDING PAPER LAYER uloDD cONeTRLcrION ' WRBLAYER #I MOOD O � ------------------------------------------------------------------------------------------ ' THICK, 3 COAT CEMENT f + 5TUGG0 WRAP PLASTER BN°R'�' 17 \ SAJ-MEER�eo� P DER RLAP&ORESISTIVE\ Z, � EZ BEAD WINDOW CASING WRB LAYER #2, FORTIFIBER RE4AL W� 1 UEATNERRESIarN@ 16 A VINYL ANGLED ! BUILDING PAPER R ERW6 Z '\ „ BANNER - CASING BEAD \ ) uE�ER �ereTW@ METAL LATH GTARTER Snap `\ `. 9MGM a Lo r ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT/ 04181.02B-06071 bWDEr1 E401 "2828—ENSLEY" GARAGE SVWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C VINYL CASING BEAD J I i ;, 'rALVID 8" THIGK, 3 GOAT CEMENT \ — ��00 NOT `—--`°R (EXPLODED VIEW FOR PLASTER G:4K.A FETAL r � BAIFIOER ■1 TO LAP BANKEANER LAP LEGEND CLARITY) ABOVE I Q R b' MIN. LAS"I TOP of r R AaHWG a `/ xb erwuATED DRAINAGE PLANE (WRB I. `uv>k,' FLEXIBLE PVG i °ro°° T; rEr+BER ACKER ROD) B/ + 'SELF-AD4-ERING LAYER •I, STUCCO WRAP) b' SELF-ADHERW. I I FLASHMIG FLASNWO �� WRB LAYER #2 (FORTIFIBER e'AeGOA7ae7 OR APPROVEDSEALANT BUILDING PAPER) A �1 ER'I ISnvE DER SISnVE METAL LATH x—x—x—x 'ENO CASING BEAD @ RAISED WE4TI-ER RESIS711r£ @-2 LEAD VW7L CASWG !WA4' PRINT DATE: 03 30/22 BARRIER 4 FLEXIBLE PVC PROD) STUCCO BAND ( FRAME) SIDING TO STUCCO �EAr�ER- SCALE:1/4"=r-0•' 17 A ® FRAME TO FRAME BAIN ER-2 WOOD OR 1/16' ZIP WALL SHE�E�TT SCALE: 1 1/2"-1'-0' TRANSITION SHEATHING SELF-ADHESIVE FLASHING — — /� Y q A4 rm BETAI�NMIlffRN3 TE VENTPROPQA.Y S PMID 1P SHOMI IN -VANiED AlM1FD. VENT PPEIS SEMIDIF I/11L�D. NAA MRACE USRiG 1-1/(NALLS ATEAOHCOpNBi. ROOFNGCEMENi SHOIAD RE APPLIED TOALL SHFIGLE EDDES NEM TIE PIVNNTRM CUTOLRTE GOOSENECK VENT ORYANGNTIiE ROOF OVIEREDGEANDAROIAID TEE REPERMETERAS SEVEREtlYFAtiERCOASTAL SIEATNING. St.N OPENIM)INACOORDAN E WNSTRENOEDIN OQNSTRVClION20NE5. CHARt SHD'AN. MINE EVEMAMECHM9GL VENTFAN 5 TFM USED, S� TIE VEMOPENRIG IN ACCDlOM10Ewm VENT FAN MANIFACnIE'S RPNG WNNECMM INSTRcrlaNs. m NDT WTNIO muss[s oRRAFIERs YVEN cSlrnNc TIE OPEMNGN TE ROOF. �� FROM REMOVE RRERPEPoNG ---- ROOF HOOD VENT DETAIL SCM.E: NT8 cur 110USEWQAP AT AD' AN SLE MODIFIED -I. 0JT N MOIMEIRAP I APPROVED 1101 RAP LIVER MEATHNG OVER w STUD WALL STEP 1 r.LR�.':^-� E (TONDID06L FL LAM MN P BELOIS SILL R-EXId..E FLASHING DO NOT SEAL BOTTOM FIN STEP 6 TEMPORAIWLY FOLD -UP I SEC HOJSEURAP t0 TINX PLAP Utc AL HEAD BOLD Motiu II N AT JAMBS 4 SLOPE SILL R ALEN FLAMM tv INT. EDGE OF SILL RO. tECJUANIIC:ALLY MOTION FANNED FDGEB. (CAP NALLB, STAPLES) INSTALL DUPONT FLIDd R/ P AS TN FLASHING AT TIM DIAGONAL CUT I ACR'SIS HEAD OF WINDOW PLUMBING VENT DETAILS SCALE: 1476 1PF-Y FN' :CNT►AIOY P OEALAN AMSO ANC U-PLY TO DID=NA LAME N RE-AtCI IOLES OR INSTALL S' MADE ACQUI VE - BAa® RMOBLE FLAMM MATERIAL OVER DRIP CAP JOINT tPF67TECT0-IIAfAP ISM-20)(L a EOW V) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 PLAMNPG OVER JOINT W WM VALLEY RASNMG SOFORNEAVIERFELT IAlDEIIIAVYEM AS T R CEAENTMT CENTERIIPE �-r�pFrStNERswn / aaFCErtreRiME ATIEASTiTSEYONO VALLEV CENIERLLtE 'OL ERAT FF CfBJERAT AS DEGREE t ROOF VALLEY DETAIL SCALE: Km APPLY DIN WU (0 SaIN.) BEALMR G FLUID APPLIED FLAMM tLANCO UFNTE-REAL RC-8A OR EOUAU. SLOE SILL TO EX L R 18 THE CONTACTORS REBPCIM&SILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCM NC-=M HOLffi9LpAP, SEALANTS a SELF-ADNERNG FLAMM MATERIALS LED USING CONBTRIICTWX . NBTALL ALL MATEIIIIALS PER MAMPACTUl1ER8 WRITTEN SPECIFICATIONS, YIAMMi. SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IM rOLLOWMCs COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOJN SHALL BE IMPLEMENTED AT ALL WMDOIUS WITH EVIDENCE OF WATER INTRIJOI0N BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT Ime: L IT IS, THE c aAcTORB REBPONBIBILTY To VERIFY THE O"ATIBLRY OF ALL PRODUCT8 NCUOING SEALANTS •SELF -ADHERING FLASHING HATMALS USED DURING OONSTRUc"ON. 2. FLAMM, M, AT EXTERIOR WIDOOB AND DOOR OPENIM6 SHALL BE INSTALLED N AGODI®ANCE WTM MAWFACTI160" INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF POO WOO U N ACCORDANCE WITM P0ESTPPATION MMIIFACTISIER'S INSTALLATION AND R.AAHM NBTRUCt1Offi. C0'TATIDL NA�lSCk SEEALANTS MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA t, 0003325 Ag g y S 0 Lr U WQp UQ{ W p�W wo �jj QW 1pitoizcT# LOTBBOTT PARK LOT 6BLOCK7PHASE 2B 04181.02B-06071 WODEL: E401 "2828-ENSLEY" GARAGE ewures: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C —2x6 5U5-5ANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1 !1\\ —DRIP EDGE I\ —1/8' TEXTURED I \ FINISH a WOOD i \\ 2x6 Sue BAND 1/2' TEXTURED FINISH ® CMU \ V METAL FASCIA \ � WRAP Yg' FROM \\ FLAN E3 STUCCO, IFROM \ WOOD WALL \ EXTERIOR WALL \\ o (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ \ ROOF DECK (BEYOND) �_T ®PLAN A TDRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i— �1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH ® CMU -2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8, TEXTURED FINISH • WOOD, In' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHINCs OR Cm U1R5 LAYER -1, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAFE ONLY) EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V 5CA55ED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/I0 'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT S 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 WA'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwzbdesigngroup'.com AA1 0003325, o � chi w � 0 ppp�rrr Iin 0 10� � W foul3mV. & LOT. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# 0418l.02B-06071 MODEI A E401 "2828—ENSLEY" GARAGE SWMG: RIGHT Pwcs WALL ASSEMBLY DETAILS: SUB— BA 160 W M0.1 C RU PRINT 03 30 22 DATE: / / SCALE: 1/4"=1'-0" SHEET �nT dV A6 3W-W 2'-1 i" 1 10'-0" 1 - 2'-1" 2T-O" 04" 4" CONC. TOP OF SLAB LAB TE-1 0 1 14'-0" 3'-8" 5'-0" U 4" CONC. I SLAB I c O m10-6 o MEMO- FM-16x18 wi ;zt F. m 1 i� ILLED CELLS z O ML IF LL 1; @ 1"O.C.MAXUNO - F FM-i6x18 9du boo to 1 EXTEND SLAB 1 1/2" q - v 4" PVC ��I CHASEN " O q 1.1 1.1 m 0( �i '2 0'-0" FtN. EIEV. UP TO 2ND FIN. CONC. SLAB FLOOR (FIELD #3 BARS VERIFY EXACT it �I LOCATION) 11 7'-0" LONG 8 1.1 W/ 10" HOOK I CWC-12xl2 1.1 00 @18"O.C. - ------ I- 517 SLAB m ( 5 I 1" PVC I �,+ 1. CHASE w 3'-2" - flORLE ( c (8 11 I m OP SIM. 2 1A c CL1.1 1.1 N 4 m I - "Ct N_I I mI qo N �---FM-20xi8 L1iI ( m LLI O u 101-8" 2T-4" II I Y 11 4 4 I x b EXED FM- SLABI216xl✓ 1-24X24 FM-t8x18 m� 4" CONC. t! "- I 1.1 SLAB " 6'-1" i+�i 16'-0" Fi-24X24 ly a *3 1/2" I I %I n O �_- LL J -- I m @ z m X Im FM-12x 88 v i 4 0 o U 1.1 1.1 I 4'4" O I 4 0 LL 'L FM-16x18 1 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 +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44", 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. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES its BAR, EHNDICATES #6 BAR, INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #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 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED TO" O/C MAX. SEE PLAN FOR ANVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS ARKS Wl--1.4 OVER GENERAL 311T 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 17, CONTINUOUS 19, - (2) #6'. 12, CONTINUOUS 18" - (2)#55 #6 IN CURB VARIES ICWC-12.02 16' CONTINUOUS 1w - (2)#5s (+p'-0" 16, CONTINUOUS 19, - (2)#5's #51N CURB VARIES 8" SEE PLAN 91 - (1)#5's #b IN CURB 1T CONTINUOUS 1T (2)#Fs (2)#Ss 17' CONTINUOUS 17 (2) Ws (2) #Ss #51N CURB (+)<Y-0" F-24x24 24" 24" 16' (2) #5's (2) #Ss - (+) O'-0' FMC-2(x18 20' CONTINUOUS 18 - (2)#5's VARIES FM-20x18 20' CONTINUOUS 18' - (2)#6s Ft-24)Q4 24" 24" 17, (2)#5's (2) #6. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 w .abdesigngnwpxom L AA #: 0003325 A 80 W Q V hFu W�W m o4s���g 14, 4 C C S BUHDIN. All IJOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PILOJ8CT# 04181.02B-06071 bw E401 "2828-ENSLEY' OANAGIC 87EINO: RIGHT PAOB: FOUNDATION PLAN 160 MPH EXP. C PR G li SCALE: SHEET si U 9 _ W MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i 1 STEEL REINFORCING IN GROUTED • — • ^ �q CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND • '' s SPACING REQUIREMENTS o g a SPACING REQUIREMENTS ' P: °�• GARAGE DOOR ��_.. • RECESS V r • I 8"CMU WALL ,Q 8" CMU WALL • CORNER BARS, SAME SIZE AS LARGER BAR " B' ro b z-0 + 0" IN FOUNDATION WITH 30" LEG EACH el w +_ Ur B WAY AT ALL CHANGES IN DIRECTIONS •� TOP OF SLAB . ... ._ OF SLAB .. I.• - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I CURBFOUNIT SEE SLAB SCHEDULE ° BAR SIZE 48 BAR DI0. EXT. PORCH SLAB -4"CHAMFER (1STORV) #3 18" VARIESNRY ' SEE SLAB SCHEDULE TOP OF GARAGE • EXT. PORCH SLAB I "CHAMFER (1STORY) I� I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 1:0. SET I T AT ELEV: NT ISOLATION .. B' CHAMFER (2-STORY) JOINT JOINT (WHERE . #4 24' W/ 1/Z' ISOLATION CHAMFER (2-STORY) . s 0•.0" APPLICABLE i SEE scNEDULE #6 30' JOINIT(WHERE �. APPLICABLE 4 SEESCHEWLE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FORWXD, BAR SIZE #6 36" FOR wxO, eAR slzE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST it AND BAR WANrrry H ANDBAR WANIITV NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE 3ba"=1'-" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE' 3/4"=1'-0'• SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL as w 8" CMU fW REBAR 024" O.C. 0 CENTER OF STEEL REINFORCING IN GROUTED # SLAB CELL SEE PLAN FOR SIZE AND Z gD Z. SPACING REQUIREMENTS I f 7'CAPPED NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 3, • GALVANIZED PIPE a g, UNO a FOLLOW ALL MANF. W/FLANGE BASE w SPECIFICATIONS FOR u - "CONC., REINF. W/ m USE AND o 6'k6" #10 VVYYM ON PREPARATION OF 8" CMU WALL 6-MIL POLY ETHYLENE " VAPOR BARRIER ON a- r o HOLE. 9,4 w "� WELL -COMPACTED SECURE FLANGE TO IO TOP OF SLAB CLEAN FILL TERMITE < SLAB W/(4)1/4" X 21/4" p Oh' I. �z TREATMENT SHALL BE '4 TAPCONS 4" BORA-CARE , u. QqQ SEE SLAB SCHEDULE a�lll • " (2) CONT. #4 REBAR IT'CHAMFER (2 STORY) b z - "ISOLATED" COLUMN PAD ° CENTERED UNDER WALL AND - .I POURED MONOLITHICALLY WITH ° (2) #5 REBAR ON CHAIRS -- - - FOUNDATION AND SLAB • �' • J SEESCFIE i2" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% RSI FOR BAR' eaR s� AND BAR WANTIiY VIRGIN OR ENGINEERED SOIL COMPACTED SOIL SLAB HEIGHT LESS THAN 3'S' PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP MONOLITHIC FOUNDATION FOOTING AND COL. PAD FOOTING W/ BLOCK WALL scALE: 3/4"=1'-a 6 SCALE: 3/a"=1'-U' 7 SCALE: 3/4"=V-0" 1 A LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48' NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT, PLANS FOR SPACING. SINGLE PROVIDE DBL TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SECURE ST. PLATE TO 4//FCONNECTORSNOT SLAB W/10d MASONRY PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 12" O/C STAGGERED. 1Z' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. m • " POURED LINTEL CONT. (TYP.) SLAB SCHEDULE •tC} 8' CMU FILLED CELL (TYP.) [SEE + 0'� SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB -r-�: n +_ 0-_p" 1/2" DIA. SIMPSON ST62 BOLTS 5" TOP OF SLAB MINIMUM EMBEDMENT INTO .�_ . _° GROUTED CELL, 4" FROM ENDS AND °° as :'! 16" O.C. VERTICALLY MAX ,e_• ..• ' 49 . SEE SCHEW LE FOR HAD, BAR SIZE ED. EO. SEE SCHEWLE AND BAR WANTITV FOR MD, BAR SIZE AND BAR OUANTRY CURB FOUNDATION WOOD WALL R FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO ('-.-"\INTERIOR (�9)�S.A_E3/4"=T-(Y' UPLIFT) ,I 4 BLOCK WALCONNECTION V SCALE:3/4"=1'-O'• UPLIFT)(NO (NO 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003325 W ul 0i Q �v h �ZW{ Ul IL L{�1 3 e� ° Y m Q _ Q W Q Iq C pp cn Lu f O R is ounDrv. e# I.OT: ABBOTT PARK LOT 6 BLOCK 7PHASE 2B PROJECT# 04181.02B-06071 MODEU E401 "2828—ENSLEY' OARACiS 8100MC: RIGHT PACM DETAILS k.160 hiPH E C i44i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdmigngmup.com L AA #: 0003325 Gq wSP 0 in n o C 3UBDIV. de LOT ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT* 04181.02B- 06071 MODEU E401 "2828-ENSLEY' 6ARAOM 13lrMG: RIGHT PAO& FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" A i 71E VERTICAL REBAR �Jc TO HORIZONTAL REBAR W/ 10' HOOK 3 - GROUTED BOND BEAM N 1 .1. VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION TIEZERTICAL REBAR • e . < a ? TO HORIZONTAL REBAR W/ 1P' HOOK . L4 BAR SIZE 48 BAR DIA #3 1 18 #4 24" 36' #7 41' HORIZONTAUVERTICAL REINFORCING ' SCALE: 3W=1'-V' NEW REINF. BAR n SECURED W/ 2- PART I EPDXY. MIN. EMBED a V., UNO a FOLLOW ALL MANF. o SPECIFICATIONS FOR USE AND j PREPARATION OF HOLE. e 4, d. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 24' HORIZONTAUJVERTICAL („) REINFORCING G SCALE: 3l4"=1'11" #5 BARS ■ a ra a§ CMU UNIT DIMENSIONS Q m ARE NOMINAL SIZES © MASONRY SYMBOLS `.� 3 SCALE: 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.ca AA #. 0003325 F � z u C —�v 5 [P]FtOJICCT# xM317 A: LOTBBOTT PARK LOT 6 BLACK 7 PHASE 2B 04181.02B-06071 MODEL: E401 "2828-ENSLEY' GARAGE 81111M6: RIGHT PARSE: DETAILS 160 MPH EXP C a PRINT 03 30 22 DATE: SCALE: 1�4"=1�-0" SHEET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK & REMARK D812E E8CRIPTON O (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O-13. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE I SPACING 8131 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8(1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774AO78 www.abdesigngroup.com L AA #: 0003325 K o m �ry Y q a� Q ft U Q C OU13DIV. & LOT ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT* 04181-02B-06071 a[ODELa E401 "2828—ENSLEY" GARAGE SlfM is RIGHT PARE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT DATE: 03 30 22 SCALE: 1/4"=V-0" SHEET s� #6 CORNER BAR W130" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'1Y' —#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" CF i PLACE STEEL REINFORCING (1-2)AS DEPICTED HEREIN. p05�y0 F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP.6k8' 1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGg 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 ,#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 7"S" y, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 ,#5 TOP OF THE LINTEL. o 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH L# OF #/6'S, IN 2ND BOND BEAM COURSE ��16ATIWQB Q NOMINAL�� e HEIGHT # OF #55, TOP Zo, IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1TA MOB INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX- ITAMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .310 WINDOW SILL Z = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 DBL BOND — TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x6 BOND BEAM TOP OF eb W/(1)#5 BAR •�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 6.8 PRE -CAST CONCRETE LINTEL W/ (1) 45 BAR (1.2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -7' BEAM DESIGNATION OR �l 8x8 PRE -CAST CONCRETE L SCALE: 3/4 l—' LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS SINGLE A5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND, BEAM PROVIDE.1 BAR 0 AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM # SCALE: —I-' WOODS6:110N FAVERR&WN6 d. =2" MIN, 2 r MAX a=2t MIN, 9"MAX s =1 J MIN, 2 J" MAX a = f" MIN, 2 `MAX d. =2" MIN, 2 -" MAX s. = 21' MIN, 9" MAX (2) 2d s, }T'MIN, 2}'MAX a='1"MIN,2z MAX d. =2" MIN, 2 r MAX s, = 2" MIN, 9" MAX RIB s=1k MIN, 2}"MAX ea = }" MIN, 2 J' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 q' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 4 = END DISTANCE s, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW % = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www,abdesigngroup.com AA #: 0003325 � A O O IVL. o V w 0uu wpp 3W ci b O Qm Q IC Q 1Z1�� U pwp Q 0 BXMDIV. k LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B P1mlECT# 04181.02B-06071 uoaaIA E401 "2828-ENSLEY" GA AZZ BrfMO: RIGHT PAGB` DETAILS 160 MPH C F2 A. A No PRINT DATE: 03 30 22 SCALE: 1/4"=l'-0„ SHEET 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 W-06 6-1T 1T 1T 1T -1T106 TYPE LENGTH 8/8 PLAIN SOLID TYPE LENGTH 8181T 8/167T 8201T 824 iT 8r281T 8f32-1T &S-16 18-tTn 1Tn 1Tn 1rn 4Tn Bia-zr 8118-2T 820.2T a124-2T 82e-2r araz-2r T-6' PRECAST 1436 952 3114 4217 5321 8426 7531 3'-0' PRECAST 889 1024 3' 8' PRECAST 1569 3524 4394 5283 6132 7001 24� 8113 8385 7709 9031 10000 1589 3524 4394 5283 8132 7001 4'-0' PRECAST 1065 700 2305 3125 3N5 4765 5w 4'-0' PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4670 5325 eo79 1961 6113 7192 6524 7627 8751 1383 3060 3815 4670 6325 6079 4'-6• PRECAST 819 533 1770 2400 3033 3066 4300 V-6' PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 1 4711 5379 1825 6743 7547 8752 W41 75W 1207 2707 3375 4043 4711 5379 5'�• PRECAST 931 1247 1999 2500 3123 38M 4249 5'�' PRECAST 411 411 5' 4" PRECAST 1016 1o6 2374 2944 3513 4084 1319 4480 7196 7342 5780 8259 1016 2276 26M 3399 3961 4084 5-10" PRECAST 817 1024 1631 2090 250 3009 3470 5-10' PRECAST 340 339 5-10' PRECAST No 1499 1971 2443 2915 3387 1161 3693 6977 6036 6646 5776 929 2080 2693 3107 362G 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5061 6-0' PRECAST 410 721 6 8" PRECAST W5 1201 1578 1956 2332 2709 1139 3227 4W8 7054 10000 6826 835 1M 2329 27W U51 3712 Tom' PRECAST 570 938 2498 2206 2698 3191 3685 T-0' PRECAST 303 534 T$' PRECAST 716 900 1181 1462 1743 2025 938 2498 3406 4864 7097 6472 727 1624 2025 2426 2827 3228 9 4' PRECAST 428 8n 1593 2204 2481 2818 2821 9 �" PRECAST 192 384 9 4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4 572 1318 1643 1999 2164 2519 t0 8' PRECAST 388 467 1247 1767 1904 2163 2028 10 8' PRECAST 151 301 10$" PRECAST 355 488 612 755 899 1042 550 1407 ta97 2781 3222 3784 504 1180 1472 1783 1710 1989 4" PRECAST 330 544 1312 1742 2252 2b68 3830 11'-4' PRECAST 132 417 11' 4' PRECAST 430 406 530 663 M on11' 544 1312 1742 2252 2888 3 s2 488 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2580 3191 t2'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 6a7 698 783 607 1210 1596 2048 2586 3171 440 940 13W 1560 1314 1476 13'-4• PRECAST 270 433 1046 1365 1732 2167 2595 13'-4' PRECAST 82 298 13 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 398 780 1067 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 1606 1988 2279 WO PRECAST 71 293 14'-0" PRECAST 279 278 300 443 626 hoe 390 978 1272 IBM 1950 23N 378 717 961 1192 975 1133 74' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R 283 14'$• PRESTRESSED 239 422 506 on746 865 458 1079 1429 1824 2277 2712 246 863 990 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 164, PRESTRESSED N.R. 252 14 6 • PRESTRESSED 224 397 484 674 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1672 1T 1' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T�' PRESTRESSED N.R 183 1T+4' PRESTRESSED 107 326 366 451 587 690 ON 1121 1413 1739 2047 192 506 720 1 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 174, PRESTRESSED 162 268 348 430 513 596 235 736 959 1200 1467 1716 166 429 623 am 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1488 142 373 637 090 816 943 2Z4r PRESTRESSED N.R. NR NR NR NR NRI 2Z4r PRESTRESSED N.R. 116 22'-T PRESTRESSED 197 228 290 359 428 497 165 550 784 992 12M 137 3W 513 859 779 900 24'-0' PRESTRESSED N.R NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 na 245 302 3� 418 129 450 654 824 1014 124 1 319 1 455 1 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdesigngfoup.com AA is OOD3325 L a Y 8 $ i w WQ�4 o a> w � 4 FTm- SB VDIV. & LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT*1 04181.02B-06071 1LODEL: E401 "2828-ENSLEY' GARAGE 8WINM RIGHT 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) iOd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 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 6' FROM THE CENTER OF THE COLUMN. FIRE I =TS OL 3/4" SUB FLOOR �2X4 NAILER FOR DRAFT PRE-ENG. = STOP FLR. TRUSS -6M ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD, DRAFT STOP :' PRE-ENG. FLR. JOISTS III 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003 225 W O O O w J � aaQ V ug h w dS Y g4�4��g C 9 9VHDI`/. A: LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# 04181.02B-06071 MODEL: E401 "2828-ENSLEY' GARAGE SIV MG: RIGHT PAGE: FLOOR FRAMING PLAN AND NOTES 160 MPH E . C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" • # 1100 UPLIFT SIMPSON 19) 10d z 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1016d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALLIFLOOR TRUSS ANCHOR WITH NOTE: A PT SVP #2 7' x 4', TRUSS AND (4)114" x 2 1/4" SHEATHING TITEN 2 ANCHORS TO DB 16d x 1 , NAILS TO TRUSS GIRDER. Dtl z 1 }'NAILS TO 6', 8" x NAILS, MAY BE ADDED OBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OA; TO FACILITATE ONE #1900 UPLIFT (2) SIMPSON G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP A'2 Z' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS (i6) 10d x 3 t' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER (2) SIMPSON HETA16 TRUSS ANCHORS 6', 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. W/ 10d NAILS, 2 ROWS, W CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12)16d x 3 }" NAILS TO GIRDER, O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21/4" PH: 407-774.6078 (7) 1/4" x 2-1/4" TITEN SCREWS TO CMU, ADDITIONAL PLY MAX. TO q{t) SIMPSON LGT3SDS25 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-0078 ACCOMMODATE TRUSS CONT POURED LINTEL ANCHOR REQUIREMENTS. WITH (4) tx 5" TITEN HD TO CMU AND (12) SDS www.ebdeslgngroupxom 1X2, 2x WOOD FASCIA a' x 2 �' TO GIRDER AA #' 0003325 SEE ARCHITECTURAL B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, tx2 2z WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SDS J' x 1x2 SECURED W/ 10d a SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER GALV. COMMON NAILS FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12, O/C AND APPROVAL GALV. COMMON NAILS. (2) J' x 5'TITEN HD TO CMU AND (18) SOS �' x T' W SECURED W110d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U: 365 LBS, L:143 LBS (1 PLY) A ALLOWABLE UPLIFT =4725 L13S (2 PLY 3 PLY) 2' COVER & 2" APART S ALLOWABLE UPLIFT = U:2365 LBS, L 140 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) SCALE:3/4"=T-a' 2a ''b 2c TYPICAL ROOF 3CALE.34_, D 3 SCALE:34=,'-0 GIRDER CONNECTOR(S) s0' MAx Owtz4) 08 toa MAx (W2X4) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM,CHORD ra Z O Z O � h 1t48{gd)j1 a �° W. wwWM o U F g o ~ waw14 ci iitt 6�s�4�g l WIN BRACING, SEE PER ELEVATION PLAN FOR LOCATION 4� MAY NOT BE REQUIRED PER ELEVATION SECURE WOIST TO TOP PLATE PRE-ENG I.IOIST LSTA12 20 GAUGE WI 1-12 HOG COMMON NAILS. EACH END TOTAL OF 10 asm 81CN8 MREQUIRED TIMOB BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG 2.4 BLOCKING BETWEEN O 2d � EA� BRACE W! 3 1 TRUSSES WHERE TRUSS (DIAG. BRACE TO I X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W 45DO 3/4" WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER w/ (2)12d TOENAILS STRENGTH CLG. BOARD Oat TO 60'-0TO 30--01'((3) "X" BRACE eY SECURE 2x PT. PLATE Q DOUBLE TOP PLATE LVUIJOIST WITH (1)'7(" BRACE CENTER TO BLK W/ 12" DIA. 'A BACKER BLOCK (2)'9(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T FROM CENTER TO END. WASHER SET IN HIGH 2z4 OR 2.6 WOOD BEARING tx4 BTM. CHORD BRACING 6A O/C END WALL CO OTHER STRENGTH EPDXY 6' WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN- EMBED- AT 3T OC PLANS FOR SPACING. SINGLE 10-0" C/C MAXSECURED W/(2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL PROVIDE BLOCKING MAX. BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD PROVIDE OBL. TOP PLATESECURE GABLE TO W 12" GYP WL BD INTERSECTION TYP. PRE-ENG GABLE TRUSS P T. PLATE W/ 12d. 9' STIFFBACK (AS PER O.C. MAX 11 BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ Ri 2 Od' CH TR SS BACKER TdCKN BLOCK 7FNy0lF$B 45DO 3/4" WOOD PANELS 60M (2) 1? WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER SECURE ST. PLATE TO HTT4 Wl 5/8" A.B. WITH O SCALE: 3/4"=1'-0'• ( )1 s Q EA U SLAB W/10d MASONRY NAIL MIN. T' EMBEDMENT TO BE INSTALLED 17' O/C STAGGERED. TO SLAB & (18)16d x 10'-0" O.C. MAX. ADDITIONAL METAL POSTTAILS TO POST PERPENDICULAR TO I -JOIST CONNECTORS NOT POST TO SIT DIRECTLY REQUIRED WHEN NO ON SLAB (2) 2X12 UPLIFT IS PRESENT. TR BT 2a-MAX. Nu 2I-MAX. VJ/ 8-MAX END SYP. PT SEE SCHEDULE FOR OF SHEATHING I.wl6r I.lolsr SPAGNG FRONT BOND BEAM REQ. d SEE FRAMING PLAN T P TYP LEDGER d^ a „ END OF e. •N ..Q- - ;l e o LEDGER m s 0e d. LL 43 e BOARD z It— :1 m� (2) 2X12 SYP P,T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR r�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USEDPERPENDICULAR W/2'WASHER&512" LEDGER BLOCK WALL W/ GABLE END •* 5 SCALE: 3/4„=1'-0" WITH IJOIST MIN. EMBED. (TYP) 7 A SCALE: 3/4"=1'-0" S°ALE 34='� (NO UPLIFT) PRE-ENG D TRUSS PARALLEL TO I -JOIST (2) 2X8 US BTM. 24'MAX.m 24'MAXWI w'M END SYP. P.T. OF SH THING wOsr (JOIST SPAcaNc FRONT SEE FRAMING PLAN TYP LEDGER END E LEDGR NOTCH DEPTH 1/4•0 d o e BOARD p HOLE EDGE >5!6' THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. 1/4"X6" TAPCON TS HOLE DIAMETER LEDGER BOARD TO W/3"MIN. EMBED REAR IPRO BOTT PARK LOT 6 BLOCK 7 PHASE 2B JECT# 04181.02B-06071 39ODEIZ E401 "2828—ENSLEY' GARAGE SIFMG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH C <vs•OSGL.sTUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TOIJOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTSIJ-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS WALL AROUND AR BOLT. E O 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HOLE EDGE >5/6' 2. SPLICE BOLTS FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS 3. ALL BOLTS TO HAVE WASHERS. J A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS (14) 10d GALV. COMMON NAILS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES o / TO HEADER FL#17241 4. ONLEXPY LEDGER IN DARE T C BOLT SHOULD NOT BE ANY CLOSER THAN e' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B - SIMPSON IU52.37/16 G < 1400 LBS, U < 70 LBS (14) 10d GALV. COMMON NAILS 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE H TO HEADER FL#17241 C-SIMPSON MIU3.56/16 G< 2900 LBS, U< 210 LBS W/(4) 3/4"WEDGE-BOLTM-BOLT, FLOOR JOIST LEDGER SCHEDULE 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 5" MIN. EMBED (REFER TO DETAIL ABOVE). (24)16d GALV. COMMON NAILS TO HEADER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE I BOLT SIZE 1144N. END DISTANCE CENTRAL SPACING BTM. HOLE DIAMETER AND (2) 10dxl-12" GALV. NAILS TO JOIST FL#17241 SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5•D OBL. STUD D - SIMPSON HHU57.25/10 G < 4140 LBS, U < 1610 LBS W/ (6) 3/4" INEDGE-BOLT/dBOLT, S' MIN. EMBED (REFER TO DETAIL ABOVE). (16)16d GALV. COMMON NAILS TO HEADER A. A DOUBLE SYP 2xe 1/4' e" 24" O/C MAX. B DOUBLE SYP 2x12 12) 314" 8" 24" O!C MAX. AND (10)16d GALV. NAILS TO JOIST FL#25749 F _ CIMPCf)N MII Id �S/t6 (.`. <: dSS I RC 11 < �t(1 I RC W/ /H11/d" WFfI(�F_Rlll T/.IA(ll T � % STUD NOTCHING 5" MIN. EMBED (REFER TO DETAIL ABOVE). 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12- GALV. NAILS TO JOIST FL#17241 WOOD LEDGER A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6' TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/7' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS PRINT DATE: 03/30/22 SCALE:1/4"=1—O" SHEET A �1 AND BORING LIMITS L A ATTACHMENT DETAIL 9 ' 4 f WOOD LEDGER DETAIL (I -JOIST) I V ��ALTERNATE MATERIALS 1 I SCALE: 1 1/T=1'-0" SCALE: 3111' 1I- SCALE 3/4"=1'-0' SCALE: 3!4"=1'-0" , 1 3. 1 H SIMPSON H6 W/(8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (JOIST LVL SIMPSON H6 W/ (8)8d COMMON NAILS EACH END PLATE STRAPS W/ 100 x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4'=1'-0' 8" CMU WALL REINF_ PER PLAN PER ELEVATION L y PER ELEVATION (2) Z A P.T. W/ MASONRY NAILS 12' O.C. #8 WOOD SCREWS x Z' LONG ® 3" O.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN (JOIST (SEE FRAMING PU DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOIST PERPENDICULAR 3 TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 7' LONG C W O.C.; STAGGERED AS SHOWN VP#2LEDGERSEE FLOOR JOISTLEDGR SCHEDULE, 10/S3. to8" CMU WALL [D__S REINF. PER PLAN—}" X 6" TAPCONS PER ELEVATION c ,� (JOIST (SEE FRAMING PLAN) PER ELEVATION 2.4 P.T. CEILING P4• MAx. NAILER W/ MASONRY NAILS ; y a 17' O.C. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1- PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS #-Y' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.CMAX NOT SHOWN FOR CLARITY) e 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK W/TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/Z' HIGH W/ 1/7' DIA ANCHOR BOLT W/ Z' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)100 SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2,1 P T. U < 1420 LEIS W/ (14)10d BELOW FOR PLATE W/ 12tl's B" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE •o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. .o . AND TOP PLATE ANCHORS W/ SECURE ST. PLATE TO SLAB WI 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 12"19' WEDGE ANCHOR W/ 2" CONT. 2x4 SECURED W/ (2)10Bs @ EACH 10dx 3" WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS TO BE INSTALLED Q 19-0"O.C. MAX. EPDXY 5-1/7' EMBED. MIN. 16' 4 n..S(��TRUSS/WOOD I V Q OC MAX. SCALE 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,Russ TOPOSTtcTION . A-SIMPSON MTS-12 U-990 LBS W/(14)10d GALV. NAILS. • ' B - SIMPSON HTS-20 U < 131O LBS W/ (20) lOd GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1W4 la'SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SOS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a gb SCALE: 3/4"=1'A" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5M DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U.4,565 W/ 5/9' AS. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAY, 407-774-407S www.abdesigngmup.com AA #: 0003325 F � h Z O 11LL�11 _ a W tm34, U WU, stmDm a. Mr. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJMT# 04181.02B-06071 MODEIA E401 "2828—ENSLEY°' GARAGE 9MRNG: RIGHT PAGE: DETAILS (I— JO IS T) 160 MPH EXP. C PRINT DATE: 03 30 22 SC ALE: 1/4"=1'— 0" SHEET S3.1B % PRE-ENGINEERED i� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN Bt LONG WOOD, FL 32750 FM: 407-7746078 FAX 407-7744078 wwwAbdesigngFnuP.eorn AA M: 0003325 .4 fn C M' O w U o � �q O � h m 2 n C C strHarv. ac LOT: ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PRoa=T# 04181.02B-06071 moasr4 E401 "2828—ENSLEY' GA1tAGE STUNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 01 PRINT DATE: 03 30 22 SCALE: 1/4"=1'-O* SHEET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.a bdeslgngroup.cwn AA k: 0003325 w sp 0 O � o tl��Q�a 4 EW —`., f gg li 0 W O S SVHDIV Ac Loll ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# 04181.02B-06071 MODEr1 E401 "2828—ENSLEY' OARAOE 9VIMO, RIGHT PAG SECOND FLOOR DECK PLAN 160 MPH EXP C SCALE: 1/4"=1'—O" SHEET S4 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-77448078 FAK 407-774,4078 wwwabdesigngroup.com L AA k: 0003325 W Q OZ l� {. 0 QQ W� Qp WW Q0 C IA W x 0 S aCTHDrV. & LOT. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# 04181.02B-06071 XMDZZ E401 "2828-ENSLEY' GARAGE SUING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 114" = P-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WW (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 V2" 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 (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION ( ) ZE mll REINFORCEMENT STIRRUPS REMARKS -TM] TOP MID SIZE SPACING BB1 MASONRY 3000 8xl6 (1)#6 (1)#6 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#8 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1 1 I 1 .------------------{ 4'-0" U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" SFS-lT/OM/08 8F8-lT/0M/08 I 1 7'-0" ' I 1 ♦♦ I , i 4 ♦♦ GT I 1 ♦ ♦♦ I 1 1 GT ♦♦ ♦ 1 ♦♦ t ♦ 1 ♦ t ♦♦ 8FBAT/OM/06 8F8-1TI0M/0B ♦♦ ; ♦ 3'-0" T-6" ♦ 1 r-----t----------I r----� 1 I----------� 1 � 1 I — — — — - ---.1 r--- IL ---------- i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com AA #: 0003325 m 64 U InS p p % rq h m ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B P1OJ>CCT# 04181.02B-06071 MODEU E401 "2828-ENSLEY' GARAGE SVfMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTE 160 MPH SCALE: 1/4 "=1'-0 SHEET s5 "LOT17S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8m-w 6-1T 1T 1T 1T 1T TYPE LENGTH 8/8 PLAIN S/8 SOLID TYPE LENGTH WIT 8116.1T MAT 824-1T 8261T RWAT eaT 1B s•ITn 1Tn 1Tn rrn 1Tn 8/82T e/ta 2r ano Zr en4-Xr ane-zr er�2 2T 3' 8" PRECAST 1436 952 3114 4217 5321 6426 MI 3PRECAST '�' 689 1024 ' 36' PRECAST 1559 3524 4394 S263 6132 7001 2485 8113 8385 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 55U 4'-W PRECAST 514 763 4'-0' PRECAST 1363 3000 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3000 3816 45M 5325 6079 4'-0' PRECAST 819 533 1770 2400 3033 30M 4300 4W PRECAST 398 591 V-6- PRECAST 1207 2582 3375 4043 4711 5379 1e25 6743 7647 6762 6541 7565 1207 2707 3375 4043 4711 6379 5' 4' PRECAST 931 1247 1999 2500 3123 3688 4249 5 �' PRECAST 411 411 5�" PRECASlow1010 1016 18 2374 2944 3613 4084 1319 4460 7195 7342 5780 8259 2276 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3009 3470036 5-10' PRECAST 340 339 5-10' PRECAST 1 ON1499 1971 2443 2915 3387 1161 3693 5677 e 8548 577g 929 2080 2593 3107 3620 4133 6 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6-0" PRECAST 410 721 6 6' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 88z5 835 lose 2329 2790 =I 3712 T-6' PRECAST 570 938 24M 2206 2698 3191 36M T-6' PRECAST 303 534 T-0' PRECAST 716 900 1181 1462 1743 2025 93e 2498 3408 4804 7067 6472 727 1624 2026 2426 2827 3228 9�4" PRECAST 428 633 1503 22D4 2481 2818 2821899 W�' PRECAST 192 384 9-4' PRECAST 464 586 797 948 1129 1310 639 1674 2208 3061 4099 4 672 1318 1643 19s9 2164 2519 10 6' PRECAST 388 487 1247 1767 1904 2163 2026 10 �' PRECAST 151 301 10 4' PRECAST 356 468 612 755 899 1042 S50 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11' 4' PRECAST 330 544 1312 1742 2252 28M 3630 11' 4' PRECAST 132 417 11'-4' PRECAST 430 400 530 853 777 872 5" 1312 1742 2252 28M 355? 488 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0' PRECAST 111 370 12'-0' PRECAST 383 306 476 587 698 783 507 1210 ism2048 2586 3171 440 940 13DO ism1314 1476 13 rt" PRECAST 270 433 1045 1365 1732 2157 2536 13'4' PRECAST 82 298 13'�' PRECAST Soo 303 39.9 484 676 645 414 1045 1365 1732 2316 ZBO6 398 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 low1988 2279 14'4Y PRECAST 71 293 14' 0' PRECAST 279 278 300 443 526 809 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14W PRESTRESSED N.R. NR NR NR NR NR NR 14'4r PRESTRESSED N.R. 283 1C$' PRESTRESSED 239 422 506 on 746 885 458 1079 1429 1824 2277 2712 246 683 980 1237 1474 1716 15'4' PRESTRESSED N.R. NR NR NR NR NR NR 11514" PRESTRESSED N.R. 252 164' PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 906 1134 1353 1572 PRESTRESSED N.R NR NR NR NR NR NR 1T 4' PRESTRESSED N.R 183 1T-4" PRESTRESSED 167 326 365 461 687 ow1T�" 300 856 1121 1413 1739 2pp 192 506 720 501 1135 1312 19-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N. 148 19�' PRESTRESSED 102 266 348 430 513 595 235 738 959 1200 1167 1718 168 429 829 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R 125 21'-4" PRESTRESSED 142 219 308 381 464 527 180 see 833 1036 1168 1468 142 373 537 ego 818 943 2Z4r PRESTRESSED N.R. NR NR NR NR NR NR 27-W PRESTRESSED N.R 116 22'-0" PRESTRESSED" 225 290 359 428 497 165 550 784 992 1203 1381 137 368 613 659 779 900 24'-0' PRESTRESSED N.R NR NR NR NR e , NR ... NR ... 24'-U' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 3M 08 -/ILL Y/'Y..VCJ IfV�GR MJ I nG LLJJGR rRVm JIVG LVI1L/ Ir1OLCJ V i V!V/'1LI I 1 LV 10 GVI I IVI\I LV 1 1 J IYI/11 LV IJ CVI I IVI\ - rRGVI'W 1 1'RVV VV 1 J p I V 1 ncRJ I V mcG 1 VR GANGLY YI'1LVGV V Ill cV I9VVYc 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 w .abdmigngmup.com AA #: 0003325 rL U i n fl 4. w w "' w w qg d� If 4A W II SFTHDLV. & LOT. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT# IG 4181.02B-06071 ODELE401 2828—ENSLEY' ARA43E BWJNQ.- RIGHT PAGE: SAFE LOAD TABLES 160 PH 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A77" ° x2 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 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 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 6" FROM THE CENTER OF THE COLUMN. M ua1 N N M U W W W V r n ti � W W ROOF FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774-4078 www.abdesigngroup.com AA #: 0003326 r d 0 MclmIll w O — C 9 >SUBDIV. & Lo ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECTfi 04181.02B-06071 IMODIM E401 "2828-ENSLEY" GARAGE 81111IMG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77,50 PSF (87.50) ZONE 3r = 91,60 PSF (101,60) ZONE 2r = 77SO PSF (87.50) "A"=,V-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -I-OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4- OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE ­1 RFT]1 IIRFMFNTC SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RINGSHANK 212" 0131 F1667 CREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 230' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 236" 0,113 F1667 SCREW -NAILS RSRS01 HAh ItH UHIHUSb ROOF SHEATHING EXTERIOR SHEATHING Z = USE 1/7' CDX OR 7/16' O.S.B. PLY WITH 13d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & o _0 j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT m INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS C 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 1Od NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 as alNc sRarvx GLN NAILS a a-o c TDP a BOTioM EDGEe Y� �O 8 FXT SHFATHINGATTAY:HMF NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS Wl (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1Dd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING _ #6 7' DECK SCREWS 0 6"-8" O.C. MAX EDGES & 17' O.C. MAX IN FIELD. UNTHIREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SMALL CONFORM TO ASTM C3YC33M MAXIMA AGGREGATE SIZE SHALL BE 3K. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENTRNNED CONCRETE EXPOSED TO EARRIORWEATHER 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 FSC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTIMXM POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUA WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT MATH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED INCHES AND SEALED NTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: 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. MAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION. -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUXCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR $HALL 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 --Trent 10 psf BTM CHORD .DnSOnwr A DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 pef wl ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 Psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY U VE LOAD 60 psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT 064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. REINFORCING STEEL - REBAR SHALL BE ASTM A6/5A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI 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 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. 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 A446IA446M, 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 "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WINO DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FSC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50p0, 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: 4Dpsf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT_ SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS 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. ALL BLOCK WALLS SHALL BE TWO-GELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO 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 (CON -TRACT 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 C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 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 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL 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 REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 ks FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADE B, Fy = 46 kv. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEASMA500M, 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTSSHALLBE ASTMRBOLTSWITHWASHERSUNDERTHE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PH- PRIOR TO THE ADDITION OF PLASTICIZER WITH SHALL BE TIGHTENED IN ACCORDDANCEANCE WITH THE TURN-OFF-THE-NUi METHOD. CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94WW OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFORCONCRETE CAST AGPINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER: 1.12PFOR tb AND SMALLER 2FFOR 06AND LARGER C. FOR CONCRETE NOT D(POSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-171PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER awLluTroN sg ACPLIUTIGN � TTPE SPApNc REMATtts 1#Pi FU(aFNG TO MAeGNRYIGCNC. CASE HARDEN:DCOIL SCMC GARAGE DOOR BUCK TO MASONRTAXNPC. iNA NO WASHER NNMASONR �FgbTEN:R T 9„ FMBEO., A'HIDLYST. zPPrz'EpOE peT. x s GJ.SE HAAWNEML TGYC STAWERED NWNIOGORI F/SiENED IMOM 9gFTAUNC. GAGA �OOM� S'S'?q i M WASPfR E%PAfEIgJ BOLT tb°(1S"W1) (tIf'MI 4'EMBEDEa'w q3I.. eNoaWaa nElw anmL cGc vAwonroo wFAsre ED ME usnuvro CONTACT THIS ENGINEER FOR SPACING aEEN E6 rLONG sTAWERED woEKAM2TICONC REQUIREMENTS E%T. SY.PNG ODOR )3/-A "TAFCCN P1?EMBE4 Y'E1�. Pr SEE NOTES WASHER FASTNER I�pC PST.,t frz'EWEQST. L o WIMU4 &x]( 39°WPA�IB" POF < ENO. D'ST..1 t? PT 3L� WL., SEE STAWERED EWE PST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4- PAF SHALL BE HILTI 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. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH 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: 407-7748078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 h a W sp V `yl W Mp W W ot W rq 6. 9 SU133DIN. do LOT•. ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJECT► I04181.02B-06071 MOD= E401 "2828—ENSLEY" CiARAGZ OWDIG- RIGHT PAGE: DETAILS 160 MPH EXP. 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DESIIGN PRESSLIRE (PSF) RATING AT NY SPAN (NOTE 2) mn4orrrt{eAeA wrAUATLBeIa6fNOD IIrr MTl t1 FIUIBR rIIOEIBy PrE1148,gATi KTFAQAW Nti N4.M4LF1> IKr ra l6D.EE. SY tRrSC . 5010 IA=rN / Ja,,,1eC N{%-4a> R! TS% }pFEDLL / lOmDLL .E.%-E WA NA MD. ODM 101E SII„B ^�°` / +-awN¢ wT/yaT am w,E ,r mnE .Rua-YDn ,,_ow,{a / .aTw.n ..E,i•.b, In Em ta6m arm ,r TRru . Ru.o-wrt ao r"°O` /+-awun w.v-Eo am +-r+LEFs / +-awao. ,.{ �-eR ..m Rn Dav mNim warm Bn{M MEbIAa AgFp 1Nry, AEIIR a,YE E DOerrAIO n bTADrC EAtp aw yr NRAIsyEb a at1Rs{a RIEw AaE , EASm FIR va eAac EDo tI®E +E Ior,rto {mE rpo a[m{ ,Ew PaBACT is E ElarElm w ns R6t Twl ®RER D• I[ flA,riA bM,4K NFe fM DDtrWtlaw m Ile CESY, 1.@IR SOeTe,Ub.4bM- tllUeE/EA IR�,E,=E f�MR1L�W, MO OW W WK rK '! B�fQ�na R1>i MO�rDR ;�yfM aEH419b lal, .D.. N"euBEamoaicremRLsoENY.wn+w,e TABLE OF CONTENT wrr' u IrRnunrn �w�'�'".� �.onovLcwTa,o aev E,rrmw . mon wa6 IIMNmRY eDE,DE. aYle,i 9GOu[ rau�ww �rEm�a�,9mrtsAo?BwLamagl+KFS�W = r4uuNw wm6 rD aF wuaaE n'.wow lr> NF)rrrp > DwD{IbN„ GAITS DYRAES9 Ep61DNU18w � aaLWyue ELYLS aeDel,Io tDRPNeine a aNw,a,ou DFwa • wwPsa, e aFfm rw4e I,I,D,R r,E, p4M mwRp / {ow VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS ' DESIGN PRESSUIH (PSF) AT VASLOUS SINGLE SPAN LENGM . FAVE.rmTNS lsrsxat Ir 11M1E4aEID/ND,e®SOWWRtF t.f. TMEBNFAWDOB CRET989ECfpNBEfWAa DNaEETB=AM81ltEPICF8n04t a.a.f.� EwAwroB oniusbFwFt laiEw wyBre uNmEe�ER�oRvr�ww�eeD�iaa�n.T names raErw�NEw�,NFNKx eRiEeNbrumr SDri1F8i6/NJATS>I{W T,ESiC01r1W9ATE}i ONLY ASLOK.AL W18M V,p,.l. fA91FNFARE �tNEIEMBA,e EMNLMT4/d&WMT,WFp. — E{<p D{f E) � d13 ,= firrlwaf DN ieOLcrr r,w roRwa Rr ,p, T,M u,TN E A8C 44) 4D0 � z EyrAl,vDroN rAs,ElaAs u B{<aoaf as -u4 ___ _ A8C SB6 3DII z. rr TYRE-BVf.f,DSEm1Ewi AAolnDl. nuttw;F swotw S FAbm F(;R 4PEfE.MAe NDSRiA.rf arr rARTfwrp w'KMFFTAA. F.twtnw,: Sin 8{<>D{F Si3 0b R6<� B.1 SET' _ 8{CotD6f 4T,6 11.8 y :..i. MYWINEVEOYEwrEetlV>EYYNLIM&FAaIOLV>DOBIR MDi 1481'ED TD A{C 1 hb Jig -------- -.. t BfIKK�, �9SY ai�TEI �fR NO SLEDT �06TIA:EEBNIILBESIlCNIO y � emcoo{i II.T , -A.8 �). fA81EIEAlENOI,S aIIWNETMENfiAIUTgwDETAE.f00 Aq1 TARE 1,N0 ACWUYTYeALLfaB,Ea YEW lEtla, tyC,(IE9a a11RLl BF ADtE010lNE w[DIaKDrm216RLE.wDnn. Y[lAbtEKn EM�RE iAE=F ONTrN>tFEi. 1r 1{NE 4nRL6YPD1 iMO. i4YeR®BDIRI S ALL rA81{IIFRB8HRLL7•#V£IXRRDSIWe REaElAaFCWTbIGE 00.8E 1MDE Or CORRODp,IREeaTAbTAtlIEIBALY WSEA,EE WYN T,49tNBTMR WtFleNUB, ��T�-�--Iy�Iy ��" pfNISATNVFI N,IBm lNyEBEr. As< fa, 1-4aT M 8{Cw Dal %6 1 Na Aac ssA hs4 lin FASTENER SCHEDLAE A4E1• SwEow . oa,r>arF ,/1- a'P . T Abram RaDB ,-,/Y D/E' 3/ BEu. E DI�OF.w�C �W�'�ErR,�FiW EDrroMao R0.09 79 .IbS , 190.01 L—i.S4-- 1/2" J—CHANNEL/TRIM ) VINYL (No. 1100) 2 92P 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE R0.09 79 .IbS , 190.01 L—i.S4-- 1/2" J—CHANNEL/TRIM ) VINYL (No. 1100) 2 92P 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VNYL SOFFIT SEREa JCFiAFINEL F/IaDM 12- TRIPLE 4 SOLD NO. 0623 SOLID SOFFIT 12• TRIPLE 4 FULL-O-VENT 1/2' J-OKAWL a FASCIA N0. 0022 VENTED VINYL ALUL9NLIM SOFFIT NO. 1100 NO. 97W 12' TRIPLE 4 FULL-O-VENT EDO NO. 0639 VENTED SOFFIT LOFMATERIALS ' SDRI�a=[[ >P�1At W S,EIr 1 A,O DIYEIIpS OR _ a� {4E wyE wEET „ >.awNn _ as amneE Dw aaET > FA - E¢ PEeaeE oR BIN[i 1 a nor pwno,. ,/i• t_,w{ mR cD„oErt Aw s,fa BOIY osalTEa . ,_>/.• Rlr wE 1 u a . 1/,4• YA1IM aloes, sane r IaL SONM am am 9 ai1iL ,8 i Y ,ABaELL .00o YLi,d - SG . O.p ,wL EDBB . Y rlEEalet EOFD DANEN - m . ewt ,aF bdl a wr am ® TRIM NAIL INSTALLED THROUGH FASCIA 018" O.C. MAX OSTAPLES INSTALLED THRU SOFFIT AT NAIL -') HEM AND IN VALLEYS ® FASCIA JCHA MAX DETAIL A FASCIA O7 STAPLES INSTALLED I roc. MAX ONTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 017 O.C. MAX. (INTO CONCRETEAMSONRY) BOARD BY OTHERS ©STAPLESINSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 0 12- O.C. MAX (INTO NVO00) IN J-CHANNEL SLOT HOOD BATTEN 6TAPLESINSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS FBXT WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' M&X O.C. }'MAX-Wl- - DETAIL D O STAPLES INSTALLED• J—CHANNEL THRU SOFFIT AND !CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS 0 }' M DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI / BY OTHER :HANNEL OS v DETAIL B J—CHANNEL FASCIA ®EN BATTSTRIP ANCHOR 1TEN T EACH TRUSS/JOIST/RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO STAPLESINSTALLED THRU SOFFITAND JCHANNEL AT NAIL HEM AND IN VALLEYS O O7 x2 WOOD BATTEN a-2%2 WOOD BATTEN / O SOFFIT NSTALLATION SCREW, 3Q JCHANNEL- BATTEN ATTCHME AX TAPLESINSTALLED0 DETAIL C 2 O.C. MAX (INTO O OD)INJCHANNEL J—CHANNEL TIX2T4JAIL01r .C. MAX. ONTO ONCRETEAMBONRY) BY OTHER 21/4• NSTALLATION SCREW, EMS. BATTEN ATTCHMENT FASTENER SPACED 24. Og MAX O.C. TAPLES INSTALLED a 17 O.C. MAX ONTO O WOOD) IN JCHANNEL OSLOT OR T-NNL 01r O.C. MAX (INTO CONCRETE/MASONRY) CONCRETEICMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE i•: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG SAVE CONSTRUCTION PAWL' SPAN'L' VE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END y >i V v nnA 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 f y 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 A4P>n DVQJ ........ a/� wAE A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 401-774-4078 www.abdesigngroup.com AA R: 0003325 m m awl U m W. fl S SLTSDIV. & L10T ABBOTT PARK LOT 6 BLOCK 7 PHASE 2B PROJffiCT#T 04181.02B-06071 MODEIa E401 "2828-ENSLEY' GA1tAGE 81IING- RIGHT 1 PAGIM SOFFIT DETAILS 160 MPH EXP. C GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM V GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT .IH TFrHNIrAI CI IPPnPT INSTALLATION - FIGURE • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. — �--� LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. �\ • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF 7FASCIAEAVE OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) SHIM AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFIT® OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." L LAVt ArrKUt'Kl/A i t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER BATTEN ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngfoup.com AA IF 0003325 : g Y 0 w a w w Ll ["'92828-ENSLEY' UDDIV ac i oBBOTT PARK LOT 6 BLOCK 7 PHASE 2B ROJECT* 181.02B-06071 ODEL:E401 ARAGE s1IING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. n U DATE: Vo/ ova as SCALE: 1/4'=1'-0' SHEET SD2 s