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HomeMy WebLinkAbout7316 Sail Clover Ln99 91504-3EAB—ALLEX9 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 aN� �✓ �R�IH c/7� Co c���';L�C 2 P -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740 -9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RDWA BdJga= CODE, , ryTg Ep Op ` , -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIALN TYPE - VB, GROUP R3 -MIN. INTER OR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH ' EXPOSURE -RY RESIDENCE - L -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY LUMINOUS D A/C ADJUSTABLE AHIONING LUMc. MEDICINE CAHINEf A ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD B LBO M.T. METAL THRESHOLD �� CABINET EILING MT s ET? o��E CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.H. PUSHBUTTON C.T. DRYERCERAMC TILE PH L PHONE D. DRYER PLY. PLATE D.G DOUBLE PR. PLYWOOD D.G. DUAL GLAZED FT PAIR nu,. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R RISER DISP DISPOSAL RAU.. RADIUS DP. DEEP RAREN AIR DR DOOR REFG REFRRIIGEERATOORll.L D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA.EACH SD. SMOKE DETECTOR EQ RIUAL Sm sIEE°�H°N6PG EXH. EXHAUST SHWR.ITIO SHOWER FEXTG./ EXTERIOR Sim SHOWER F.G./FX. FD'.ED GLASS SIM. SIMILAR TO. FUEL SL SLIDING FIN. FINISH AS SL.GL SLIDING GIA58 FLR. FLOOR STD. STANDARD FLuoR. FLUORESCENT SWS SHEAR WALL ON F & FOOTINGDO°R TEMP. TEMPEERREDGLASS GAR DISP. GARBAGE DISPOSAL UGE o . THICK CURB G.F.I GROUND FAU[.T CIRCUIT O.P. TOP OF PLATE IGLASSNTERRUPTER' T.G.S. TYPICAL AB GL INTER T.O. TYPICAL GYP BD. GYPSUM BOARD UN.O, UNLESSNOTID H.B. HOSE BB OTHERWISE H.C. HOLLOW CORE VP. VAPOR PROOF HDR. HEADER W. WASHER INSUL. HT :NSULAMONT Wi WITH BJSUL. INSULATION WO WOOD INT. INTERIOR WDW. WINDOW W/I WATERBEATER wI. WROUGHT IRON DATE DffiCRIPTION myMAS CONSTRUCTION DOCUMENTS ISSUED ARCHITECTURAL SHEET DESCRIPTION 0212V9 PLAN MAINTENANCE PG CS —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL WAI -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 03/1g/y REVISED LINTEL SIZE • ENTRY C612VIS ADDED LED LIGHTS TO KITCHEN 4 DAT4140 S FER MAR, ®ODES 10/6/9 ADDED 501D LAYOCr 10/i6/19 ADDED OPT. B •D' CEILING HEKaHT ol/Mv REPLACE USP CON4 CTORS wTH SIM"M CON ECTOR$ ®MI3R0 OPT. B�-®' CLG. HOT.- REVISE ARCkLIkY HEIGHTS mvol/tl sotoFIX UPDATE ON0341 ADDED SOFFIT DETAILS -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. T• CALO. S LIVING 1,504 SQ. FT. GARAGE 3W SQ. FT. ENTRY 31 SQ.FT. LANAI 86 SQ. FT, TOTAL 2011 $Q FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIJA—DETAILS PG SLAB —DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2,2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG SNl—DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETARdNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBUM 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. i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.sbdsslgngroup.com AA N: 0003325 u oil aUHIDIV. & UT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04E-18131 MODEL: 3EAB "1504- ALLEX" GARAGE 8WING: LEFT PAGE: COVER SHEET 160 12 DATE. 10/26/21 8CAL C: 1/4"=1'—O" SHEET �SLJ 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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 Et, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5, THE ARCHITECTIENGINEER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 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 %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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 (TP11-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE R /WAL F SHEATHING A OOF U LOOR SHEA ING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE F8CR 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. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-CI%3-19a & 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 -198 AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 6 4 ounDIN. ae IL,OT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEU 3EAB "1504- ALLEX" GARAGE 81117NG: LEFT PAGE: GENERAL NOTES %160 PH EXP. C or 29 A. A NO DRurr A 10/26/21 DCALE: 1/4"=1'-O" SHEET IN GN 3052-6N (2) 3052-8N ul> 9 3-SW m PAtiN—�TR ENTRY ppyg A c4S 4 ROOM m' cLGDINING ill Ii�IIIII W-0' CAA vBV •�-i,1 1T'_8. W-4' 2'-4' 3'-8' 2',10' 3'-8' 9r" T LAUN. ' i0 - LANAI -; -•• CLc% LIVING ROOM `. Dws-v���?. 8-0' CLGX IIII KITUM 2-8 oPrs'-®' A e OPT. EF. _ AI 0 M IN I�IIIII�IIII SINK UN. — RANGE BATIN BOLLARD AS RECL � , "' —Y L 8 0 CLGPER BLDG.w1c >.2m CODE 2'-4 W-4' Irk 12-8 0•i1 GAAGE r1 A1LAv. AT$ w n!LAV. #1 3 B8D OOM#3 coBEDROOM#1 8-0 cLI LI a8 i BEDROOM #2 j © PAN EGF�SRSS I I 1 .4' � \I SCALE: 1/4 " P-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. HIS SQ.FT. CALC. S LIVING 1,504 SO. FT. GARAGE 3W SO. FT. ENTRY 31 W. FT. LANAI 96 $0. FT. TOTAL 2011 SO. FT. MASONRY/FRAME WALL LEGEND 8'-0' BLOCK WALL UN.O ON PLANS 5142. NIT. VARIES 4' INTERIOR LOAD BRG. WALL U.N.O. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE WS' -ALL EXTERIOR DOORS TO BE 8'-O' UNLESS NOTED OTHERWISE COWOGBif ND CLADM MID UM 6= MlD EV001 IE FOR 31EC01D OM DRB11011 saws ZME 0WHIMOM RBVM AMTR'E FOOTAGE MIN. WINDOW 10 5 3V-50 CRITERIA EXTERIOR SWING 18 5 36/-4 I DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA *010 O.H.D. 112 5 31/-38 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 12'-7" 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. COMDA78000 lz DBL. TOP PLATE 0 M BAR DETAIL A SCALE= 1'-0' .1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �i r t 5 § >9TJHDm Ac LOT. ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEU 3EAB "1504— ALLEX" GARAGE E WING* LEFT PAGE: FLOOR PLAN %160 MPH ER. C 2g DATrE'. 10/28/21 SCALE: 1/4"=1'—O" EGHEET Al II II_I _I I_II �I",In: I�ail FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1�b 8'-0' 5RG. HGT.s - OFF RIDGE VENT ROOF :I BAND 8'-0' BRG. NGT. I a I I 4B I I I 4' RAISED I I RAND (TYP.) I I OFF RIDGE VENT 8'-0' Oft.. HGT-,� I 415I I I I I REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH I 4El I I I I I I 0'-0' FIN. FLR�, - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ----------------------I- ,-0 0'-0' FIN. FLR 8'-0' SRC. I- LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I IAFA -1 - I I 11�Ay k) Ea I I I I I RIGHT ELEVATION SCALE: 1/4 - V-0' TEXTURED FINISH ,10' EKGs. HGT. .p_0• o 0'-0' FIN. FLR. AREAOFATTIC = 2232 SQ. FT. NEF FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = Z232/300 = 7.44 = 1071.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 % 1071.36 PORTION OF ATTIC = 535.69 SO, IN. (BALANCE TO BE PROVIDED IN SOFFITOR EAVE VENTS) OFF RIDGE VENTILATION AREA 115 50, IN. FERVENT TOTAL"OFVENTS REQUIRED = 4.65809 TOTAL"OF VENTS PROVIDED 5 A8 0 1'-0• A0'-0' FIN. FLR. LOUVER DETAIL A SCALE: 1/2 " I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com L AA B: 0003325 J a � 6 LLL eusDm & TAT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 UODEIA 3EAB "1504- ALLEX" GARAGE 91rING: LEFT PAGE: ELEVATION "c" 160 MPH EXP.0 2 J DA=: 10/26/21 8CALE: 1/4"=P-0" SHEET A2C 44 ELECTRICAL LEGEND SYMMBB�OL DEFINITION NOTES -e 125V OUTLET 20 AMP I HOLE POLE @ Iwvv OUTLET 110V OUTLET or OUTLET u mD TN O SINTCN 04 IIOV OUTLET EO101D ulERO MUL mollISTANT E TTPA 1PE'A 220V OUTLET t4l URN CONNECTION �UL2p• We WAT82PISOoP GISONND PANLi GFI OUTLET INTERSA•TEIt MTCH MTCH 3-WAY OPER W4 SWITCH "•WAY O•ER /1 ��f WALL MOWIED LWNT CEILING LIGHT © LED CLG LANT LED VAPOR ©VP FROM LIGHT O VP VAPOR (•ROOF LKirT QO RECENED CAN eVOW. PAN. 1 OPl PER SO. Fr. v". PAN Y A.RNr I CFM PER SO. FT. PONTUlO (EPMUL Too MY 2.11GLE WRAP ® A)IouD tRELCE�SBED) 2-SULD u1SAl• • [1MSSFACE MNTJ AUSaND I. KAwpo cow w RAOPEwaw 60 6 4' TRACK L.MNT PANEL sib METER OMATT SD. aMam DETECTORyLyNSpy� MAO[.I E rti 1 1 WELL PIOWTEO EI•lam moctoe MATT SACIIC r IILyA ® 8/CO CARSON mommomHST INIME —So— ta0O VTT MAac.Ir oV IN1El-f.ONECTm SHALL a A DISTANCE OF NOT LESS THEN 4• PROM VIALL PENDANT LOW rI� NATURAL GAS OUTLET . TELEPHONE JAGS WATER — DISCONNECTMR CONDITIONING S{E AW DIEca•Ecr TELEVRION JACK CELNG EON REOE JO J-max To sE &A-POPED IN ACCOMAA;E IW EON MAP=D AS SUO4 PON CIFILM Sox CELLN4 PAKLOWT TOAC O SUPPORTED s N MAR® AR OWN FOR GDII4 24• INCANDESCENT LMNT eTRn• K' INCANDESCENT LIGHT STRIP nnno 4Y INCANDESCENT LOW STRIP PLOOD LIGHT w. OPT. sEcuIITY KEYPAD • PA PUBM-MUTTON FOR CAFES KSs Flag • LOCATION OF TV JACKS N PRONE OUTLETS 4 FANS TO ME VERROD • NO'EOEPER P1!-CONSTRUCTION ALL S, 4 • ALN 20 AMP ORANCNI CIRCUITS TO M AMC FNLT PTSOTCCTED PER ELECTRICAL PROVISIONS OF � TTH EDITIW a020) N NEC 2WD 2ANT EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR • ISLAND (NOT ON KITCLIN CIRCUIT` • OISHWSIER DISCCTSECT TO EE LOCKOUT N PANEL • MATWROO9 DNAUST FAN TO HAVE MIN. CAPACITY OF SO CRT NTER111IT184T PER ELECTRICAL PROVISIONS OF SECTION M0019 • LAUNDRY ROOM AND DI&S� ACLE SHALL EE CAROUND FAULT CIRLlNIT-NIERIlPTER PROTECTION FOR PERSON EL ON FEEDERS • motm METHOD SHALL USE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FIWA TTH ED r2VAL • ALL WOW TO COMPLY WTH ELECTRICAL PROVISIONS OF TIE mi.E TM1I ED [20201 PEG ENLW Y faNSERVATION rRESIDONt1AL ENERGY ETFIUINGY) 70/0. T,h EDITION RN" 0 PROVIDE 84)0 CU, THEN • 1% CU N 2' CONDUIT OR S AN)0 AL. THILN • 1% CU N 2• CONDUIT OR 2/0 AL SEA (CONDUIT TO TEWINATE ABOVE SOFFIT • OVERWAW4J 150 AMP ELECTRICAL RISER NOT TO SCALE. COM"14TION 001.1011 1ISO A1P DISCONNECT SWTCH AND COA40 VOL W ERAL NOTES, M ELECTRIC METER IN 11° 4O6E A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA SR E NCLO&ARE COMPLY IUTN ELECTRICAL PRONMONG CIF THE FEICR TTN PAPEL EDITION (2020)- LOCAL CODES, AND ALL LOCAL POSER COMPANY IREQUIREMENTB. SOARP IL ALL CONDUCTORS BNALL W TYPE THNUTHUN UNLEN I'IG NOTED OTHERUESE. POKER COMPA TRANSPOF"Pt GRADE CABLE TELEVISION ENT SERVICE l_ I I J SERVICE ENTRANCE EQUIRIENTENT INTEMYSTEM EONDNG TERMNAL AT LCW VOLTAGE CONECTIONE PROVIDE ISO AMP, 120l240 VOLT, I PHASE BECONDARY-- 1 44 CU SCIEvICE cumcU ID CONNECTED TO ELECTRICAL SERVICE. PROVIDES 9COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER I-IR" DIA 6CEDULLE S0 PVC CONDUIT OR PIENS DADE 3 ELECTRICAL PRIPAGIOOF THE FISCR TTH 92•ISOJ'T IN ALU(AL) 2"IA DSCFEDEO ULE PVC EDITION (2020). CONDUIT UNLESS SERVICE 18 PROVIDED SY THE ELECTRIC 02-PANY. COORDINATE WITH THE ELECTRIC rl..IAX E FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. / � L I I I LED LIGHTING ® SINGLE LAV. BATH 02 I L L I I I \---------- LED LIGHTING @ DOUBLE LAV. BATH ry ------ PANTRY LANAI OUTLET FOR DISHWASHER LIVBVG ROOM I CEILING MTO. LIGHT TO BE I` PRE -WIRED CLG FAN I L \-- L �.. INSTALLED, PROVIDE ` / I, I J-BOX FOR I � , �I o I REF. OPT. PAW I_ (ro N It L -y(I V - Ty S.D.Iqp O4ATFIC, , GFI O_ GFI _1 BEDROOM#1.c. ��� �1( L SD� BEDROOM#3 P-U11RED CLG FANPRE-WIRED I CLG FAN I `` j FOYERDMG ROOM �LA .11 I 4 -- `, qp1 O P.D. FOR\ GARAGE II LO ` i DOOR -\ I BATH #2 I \ _ GARAGE SD • I GFI =0 j NCO BEDROOM#2 EYLE \ \ `•\ TUE I I WALL MOUNTED I LIGHT WISWITCH IN — -� ATTIC I I 7%it PRE -WIRED I � I CLG FAN I I IRRIGATION r CUTLET • 48' PANEL AFF. GFI OPT. METER COACH LIGHT FIELD HB VERIFY LOC. ELECTRICAL PLAN SCALE: 114 • I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 Y IRS O � R 2 UDDrV. do LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEL 3EAB "1504— ALLEvo A OARAGE 811 MG: LEFT PAGE: ELECTRICAL PLAN %160 MPH E C TZ DATE- 10/26/21 SCALE: 1/4"=1'-O" SHEET E1 COND PLUMBING PLAN VTR SCALE 1/4 • V-m' J KI'rC.HEN SINK PLUMBING RISER IS N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA S: 0003326 Y ro R 4A W i S SVHDIV. Z LOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODEL: 3EAB "1504- ALLEX" GARAGE 8VMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C \-M No 93723 ;l F-PD � 10/28/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, MALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO I = 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR OR EXTENSION TO SOIL OR W48TE AS REQUIRED //-- WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SFEC P OFLOOR SLAB CLEAN -OUT (TYPN) COUNTERSUNK CO. PLUG SEE SPEC. - I'-8'X8' CONC. FIN. GRADE OR PAVING FITTING OR O EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — $MID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERM06TAT m PASS-TWM AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC SECURE STRAP TO GONG. CONDENSER W/ (2)-3/I6'X2' TMM46 UNIT BaIMeP80NALWB ROLL STRAP CEILING O O EXTERIOR WALL PLENUM T AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) 98XI 1/4' $WT. MTL. SCREWS AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____ EXTERIOR WALL CONNECTION TO PAD 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA. EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB OVER HEAD • 12' FROM STRUCTURE T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE: 1/4 . 1'-0' S N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774�5078 FAX 407-774-4078 wwwabdosigngroup.com AA 8: 0003325 � y ro SLTHDIV. ac LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODELa 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C wil .ICE:, 10/26/21 8CAL.E: 1/4"=r-0" SHEEP M1 2X4 TOP PLATE PLAN PRE-FAB TRUSS 1/i' CLG. BOARD 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL a 32' OG. MAX 0.-0. FIN. FLR 2X4 WOOD STUDS 024' or_ SLAB v✓ i r-: a: u✓a nv OARTITIONS SUPPORTING IJALL HUNG PLUMBING °IXTURES AND WALL CABINETS SHALL BE NOT _ESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT _ESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. [�)TTYP. INT. WALL (NON- BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90DA. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS—/ MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' 3 5/8. OR 5 3/8' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WAILS RECEIVING UPPER/ LOWER CABINETS AND TUB/SHOWER 29 Gd METAL TO BE INSTALLED IN ALL OTHER WALLS. STUDS TO BE SPACED 16' O.C. AT 2ND FLOOR WALLS ADJACENT TO STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH WOOD BASEBOARD 3 9/8, OR 9 3/8, TOP CHANNEL (25 GA.) DRYWALL 3 5/8' OR 5 3/8' BOTTOM GA.) SECURED TO CON(C BOND BEAM - FLOOR Wi 3/4' SOLID GROUT PAF 4 TO W/ CI)- "5 WOOD FLOOR W/ VWWOOD ( 2) COURSE SCREW 5' PIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS `FINISH FLOOR 1-STORY TYP. INT. WALL _zA_ PIPE THROUGH BOND BEAM 1A METAL STUDS NON-BRG. D� SCALE:3/4'=r-0• D 1 SCALE. 3/4'.I'-0' 5/S' GYPSUM BOARD OR 1/2, NIGH STRENGTH CLG. ,��,JL PER ELEVATION BOARD Aguflf SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� WINDOW ATTACHMENT �AS PER MANUFACTURES SP SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' Or- a, CMU 1/2' GYP. WL. ,r- WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905A. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 -y FIN. FLRj - a _ 0'-0' FIN. FLR c m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 "ITH EDITION, SECTION R301.1.3 AND 160S.5.1. /-1 W/ WINDOW OPENING BTYP. WALL SECTION `% NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4.r-0' — UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 "ITH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES - WITH UNDERLAYMENT AS PER FBCR 909.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET 5NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-.J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR H' CMU 9' ewax Axo SEAL I �-aw Lea A• PVC eLera row aAe Lea av N• atT. tll. ED. axwD aAr ro' 26 GAS LINE THRU BLOCK .--2X4 SPF 24' O.G. MAX. - SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUE -PER STRUCTURAL DETAIL STIFFSACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS - CONT. 2x RAT RAM! SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION -R- VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2. HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS =oilR.�4I�!.aw.,w twwww.:.11m11m STM REQ V Rf(CAL nxacPc `-OVEWEAD DOOR DY MAI/. I ST 0"4M K"TQED TO ARK TRACK SRACKM R XM uv PRODuOT APPROVAL REQ. 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALLSHEATHING THICKNESS AS PER SHEET SM. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Ix2 P.T. RARRNG STRIPS a 24' O.C. I/2' GYP. ILL. BD. 8' CMU WOOD BASE AI 0'-0' FIN. PLR a ROOF SHEATHING THICKNESS 15 - ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.19 AND 160S.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION " NO OPENING NOTE: 5 1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR WS.1.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 y r m C W 10 aysaly ao LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEL: 3EAB "1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C F'l . 77 D q�E:: 10/28/21 SCALE: 1/4"=1'-0" SHEET D1 1aa 2X6 P.T. • CENTER OF DOOR HEADER 6EC1RRD WV (1) UP X 8' J-BOLT WV 4' MIN. EFIISE )MENT LLV 2' X 2' X VO' WASHER 4 NUT OR WV (2J F X K ANCHOR BOLTS W/2'X2'XN'"HER4 NUT © 6EGURE 2x4 TO MILK UV 11 o 9 114' TAPCONS 1 1/2, EMBED. 6' or_ 4' END DIST. 1 1/1' EDGE DIST. 10 SIDES• 2X6 GARAGE DOOR BUCK SECURED W/ (6) I//• X 6' J-BOLT OR ANCHOR BOLTS, UV 4' MIN. EMBEDMENT, ILL,2' IE X 2' X IM' WASHER 4 NUT. (1) UATHN 8' OF TOP, (V WITHIN 8' OF THE BTM, O" (3) EVENLY SPACED. m NOTED, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTU RM" RBTA-LATICN INSTRUCTIONS WERE SUCH M6TRUCTION9 ARE MOTE ETRM5110a GARAGE DOOR i BUCK ATTACHMENT D2 — —w 6' cm VI' DRYWALL 'DOOR DOOR DOOR Ix4 P.T. OR 6/4'X4' MN SECURE THRU FRAME EMEND I-V4' INTO NAILER BLOCK UV 3/16' TAPCONS CAGING (MN SWANK SIZE .14G MN HEAD 612E 300 MN EMBEDMENT 1-V4' WITHIN 6. OF EACH END JAMB OR WINDOW 4 W O.C. MAX SPACING ATTACH TO 2X PER MA WACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4'1 DOOR JAMB TO BLACK +3/4" OR +5/4" A 1/INDOW TO BLACK + /4" OR +5/4" 2X4, M SECURE TO BLOCK WV 3/16' TAFr," MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 10' Or- MAX SPACING. 2X6. SECURE TO BLOCK WW2) 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 8, C MU WITHIN 6' OF EACH END 4 W O.C. MAX SPACIN0- 1/2' DRYWALL 2X& ® I'X4' SECURE TO BLOCK P.T. NAILER WW2) 3/16' TAPCONS DOOR CASING (MN GNAW SIZE .MG MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 b' OIC. MAX APA DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +1 1/2" (Z-NW0 OR TO BLOCK +1 1/2` 2X4: SECURE TO BLOCK W/ 3/I6' TAPGONS (MIN. SHAW SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W Or- MAX SPACING. 2X6: SECURE TO BLOM WK2) 3/16' TAPCONS MN GNAW SIZE 145 MIN. HEAD 612E 300 MN EMBEDMENT 1 1/49 WITHIN 0' OF EACH END 8• CMJ 4 is, O.C. MCM AX SPASMS. In' DRYWALL 2X8, SECURE TO BLOCK I'X4' WK2) 3/16' TAPCONO P.T. NAILER (MN SHAK SIZE .148 1/16' OAS. X 4' MK MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING WITHIN 6. OP EACH END 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" @NiW TO HIACK +1 15/18" 2X4: SECURE TO BLOCK W 3/16' TAPCCNS (MN SWANK GIB J45 MK HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH EM®4 B' O.C. MAX SPASMS NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWRDUGW NON-STRUCTURAL W92) SAW TAFr," 3/16' TAFr4CN MN I-V4' (MIK SHAK SIZE .146 EFEIEDMENT INTO BLOCK MIN. HEAD SIZE 3" MN EMBEDMENT 1 1/4.1 I--Ir UT14IN 6' OF EACH END 8' CMU 4 18' Or— MAX SPACING. 1/2' DRYWALL 2X& ® ❑ SECURE TO BLOCK I'X4' W((2) 3AV TAPCONS P.7. NAILER (MN SHANK SIZE J48 DOOR CA61NG MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN 6' OF EACH END 4 16. O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" r1RINDOR TO BLOCK +2 1/4" v 2X4, ® 2X4: SECURE TO BLOCK SECURE TO BLOCK UV 03/16' TAPCONS (MIN. 1/4' TAF4:ON6 (MIN. SHANK 61ZE .145 MIN. SNACK 61ZE J48 MIN. HEAD SIZE 3O0 HEAD SIZE 3" MN EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH WITHIN 8. OF EACH END 4 W Or- MAX END 4 W OG. MAX 8PACMG. SPACING. 2X6, m 2X6, = SECURE TO BLOCK SECURE TO BLOCK WK2) 3AV TAPCONS W /0) 1/4' TAPCONS MN (MIN. SWANK 612E J45 SHANK 612E .145 MIN. MOIL HEAD SIZE 300 HEAD 612E 3" MIN. MN EMBEDMENT I V49 EMBEDMENT I V49 WITHIN 8' OP EACH END 6' cm WITHIN 8. OP EACH END 4 O' OL. MAX SPACING. 4 10' O.C. MAX 6PACMG. V2' DRYWALL 2X&® 2X6, SECURE TO BLOCK 1w. SECURE 70 DLOOK WK2)!/K' TAPCONS P.T. NAILER WW2) I/4' TAPCONS (MN SHANK SIZE 345 DOOR CASING (MN SHANK SIZE." MN MAD GIZE 30O MN HEAD SIZE 300 MN EMBEDMENT I V4') MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END WITHIN 6. OF EACH END 4 w' O.C. MAX 4 10' O.C. MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 644IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" 2X4: SECURE TO BLOCK UW 3/16' TAPCONS (MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 IS' Or— MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUGH NON-STRUCTURAL WW2) 3/I6' TAPCONS 3AW TAPCON MN 1-1/4• (MN SHANK 81g J48 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') 8• C,u WITHIN 8' OF EACH END 4 W Or. MAX 6PACMG. V2' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MN 6HIANK 611E .146 MN HEAD SIZE JIM MN EMBEDMENT I 'J WITHIN 8' OF EACH END 4 16' OG. MAX SPACINUIL NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)2d WITHIN 8' OF EACH END 4 6' TO 8. O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" (�E114DpE�O�gidlrK +s' NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 e' CMU V2• DRYWALL I'X4' P.T. NAILER 1116'DAM X 4' MIN. DOOR CA6MG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3 7/16" ���011 TO HIACK +9 7/18" 2X4. SEGJIRE TO BLOCK WV 1/4' TAPCONS MN SH1AW SIZE J46 MN HEAD 612E 300 MN EMBEDMENT I V4') WITHIN 8. OF EA04 END 4 18' = MAX 6PACMG. NOTE: STRUCTURAL 2X MIST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROIUGH NON-STRUCTURAL W/(2) 114' TAIRCONS (MIK 3AW TAPCON MN 1-1/4' 614AW SIZE .145 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 8, CM'Al 4 18' O.C. MAX 6PACIN0- I/J' DRYWALL GECURE TO BLOCK P.T. NAILER UV(2) 1/4' TAPCONS I' P.7. X (MIN. SHANK 613E .146 MN HEAD SIZE 300 MN EMBEDMENT I V4.1 DOOR CAGING WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAC7URE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 3/4" n11D'I n TO BLOCK +3 3/4" a •i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA is 0003325 y h ` pR5 la la V C r o jLL ausDiv. ae LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODEU 3EAB "1504—ALLE)C" GARAGE 8WING: LEFT PAGE: DETAILS %160 MPH EXP. C DATE: 10/26/21 aCAL:.E: 1/4"=1'-0" atIEET D2 APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF-ADHERNG MEMBRANE 6 6' a VERTICAL LAPIS (ROLL PLASHING (COMPATIBLE W/ MOUSE ENDS) A 6' a HORIZONTAL LAP& WRAP MATERIAL) OVER 4 ALL BEAU'18 NEED TO Be TAPED LATH VERTICAL LAP i0 BE I' APPROVEDMOUSE WRAP WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / \ I' OR LESS PIPE ill SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT •� i' THICK 3 COAT CEMENT 3 PENETRATION FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T \ PLASTER �.: E sELP•ADHERING MEMBRAEi BE WIRED TIED TO LATH • 9' \ / \ I WRAP MATERIAL) OVER 4'x4' WRD LAYER V. FORTIFIBER ( FLASHING OVER APPROVED D.C. MAX (VERTJ. NOTE, DO BUILDING PAPER r nM LAP •Hera. LATH `� NOT FASTEN CONTROL JOINT TO / \ FLU• EMEND ONTO PIPE 1441 N. RONALD REAGAN BLVD. WALL EVEN IF ISTUp EXIISTS '�'•.,,�I BEYOND EXCEPT STAPLES IW APPROVED METAL LATH LONGWOOD, 44078 0 I}i• LEG MAY BE USED TO TEMP. FASTENED eT (VERTU OG. MAX f X X X X ' PH: 407-7748078 SECURE CONTROL JOINT AT SUPPORTS X X X — CUT AND OVERLAP ONE SIDE OF FAX 407-774-4078 DURING INSTALLATION -- , — — BELP.ADHERMG MEMBRANE www.abde3igngrouP.com ttAEB LAYER 9, FASTENERS TO BE SPACED STUCCO WRAP METAL LATH I PLASMA T 6I T CUT AND OVER APMP ONE SIDE OF AA #: 0003325 • 1. OC. MAX VERTICALLY EP WOOD SHEATHING OWLATER N, �' TMIO(9 COAT CEMENT " FLASHING STUCCO WRAP I PLASTER LAYER al, STUCCO WRAP y! t 'S d `F ' ntei PAPHR AP LLW Y I METAL LATH UPS LAYER Q, FORTIPIBER „_,...,.5 rf's.•• • I s h - ,�.�:' �� - •S'.,,: LAYER 7, FORTIPIBER I UAlD LAYER 4, FORTRe1BER BUILDING PAPER BUILDING PAPER BUILDING PAPER METAL LATH WARD LAYER ti 6'x6' SEL.P•ADNERING MEMBRANE STUCCO WRAP PLASHING OVER 4'w4' . SELF -ADHERING MEMBRANE j• ro }• I PLAS14M OVER APPROVED LATH SHALL NOT sAr "N WOOD SHEATHING INSTALL FASTENERS (CLIPS. HOUSE WR4P. BE CONTAVIUOUB .• ro ®• e• ro a• STRAPS, STAPLES) AS PLASHING TO EMEND ONTO PIPE TFRSOUCIM CONTROL n n RECURRED TO SECURE 1'x4' SELF-ADFIERNG MEMBRANE JOINTS BUT SHALL PIPE/ WRE TO FRAMING FLASHNG OVER APPROVED BE STOPPED AND WRAP. TIED AT EACH SIDE. PER ASTM C1063 PROVIDE 2X4 BLOCKING r nN LA -HOUSE LAP. N• OVERT VER FLASHING TO EMEND ONTO PIPE \ NOTE L PLACED FLAT MAX. 6' ID S' FROM CONTROL. JOINT WHEN / CONTROL JOINT FALLS ON STRUCTURAL STUD / •JA+r EaR LAP BCALE� 1 U2'.I'-0' Au LAP • CONT. BEAD OF SEALANT L FASTENERS FOR LATH TO BE NAILS OR— •� r,•� �� INSTALL APPROVED NOUSIS RA° AIR STAPLES IN COMPLIANCE W/ ASTM CI"3 r TRATION BARRIER OVER INFILSHEATHING 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING 6MOW MAY BE IN ADDITION TO WREC ALL STUDS JIRED PER PLAN \ OATTYP GTUC) / ASM C. ISEE IWLOER VERTICAL LATH r MR & PAPER DETAIL WOOD STUDS, SECTION PER SECTION Ex4ADr htlYnC and F W bIInE SHEATHING Exterior use 0 M te portarnant plaster shall comply with the application SIDE LAPS OF METAL PLASTER BANG SMALL require -is of ASTM C 32613b. BE SECURED TO BUILDING IraWltabon of exterior lathing O"M" TYPE CONTROL JOINT TTWEYSMMAt�TIED PAPER • or 11 ASTM 1787mASTMC,oaal�m"e y) BETWEEN SUPPORTS lu WITH 0.04TIS-IN (ITI-M') STUCCO M' LAP • LATH WIRE AT INTERVALS NOT s• LAP • PAPER MORE THAN 9' (229-M'IA �i ASPERASTMD063 3 PIPE PENETRATION pETAIL (FR4 IE) L TOLD M1tNp • R. A L POLO MINK • PT. A ® •�'° ® KICKOUT r6 NWPMLAER%TFAM HORIZONTAL LATH N.T.S. DETAIL M WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL WANOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL A STICK W 4±;�;; WOOD SHEATHING OLPOLD MtWE7• ® LFOLD MYW •Pr.A p OR GMU 2. DR • Pa a• • PT ° ` WREs LAYER 01, CRAPr.3. CEIAM a Pr.0 i. CREAM1. PT.c STUCCO WRAP (FRAME ONLY) 4 PCLD PT. C OVER Pr. 6 TILL PT. C Tcucwl* G ® IIaT,a,PLANoe THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND �� MR METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER DRAINAGE PLANE (WRB r � ROOF: /WALL SCREED w,E•T„ T LAYER #I, STUCCO WRAP) "aCTOLD. I2II •R EOL art. y1HICK3coArCEMENT Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 iFORTIFIBER — — — — PLAISTEPLASIMRfgW'lAIO'eCDAT E (AIL TO O FLASHING BUILD INC-� PAPER) `M LAYER z (NAIL TO ROOF DECK NOT WEB LAYER 7, PORTIFIBER WALL SHEATHING) BUILDING PAPERrRW'! OILT, UMLAYER % N GAP SHINGLEMETAL LATH - DO NOT NAIL, X—X—X—X T• s eTuccoWRAPrPnIeDLn INSTALL WITH ROOF CEMENT EWLDM9 WRM aUHaIV. & LO ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODELa 3EAB "1504- ALLE)C GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C .2Y1 OVER NAILING MA -ME. W01- a°E+�aAOa°Kn a I I /- Ctia�T STIAO L onCHU yM I ROOF CEMENT WOOD OR -I/161' ZIP WALL E.blik" LWNMO I ROOF PER ELEVATIONS SHEATHING 9 20 ° MASHING COM A SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION NO93723 PELT LNiER.ATI7HT +—ENTER rgNT !!AL (FEND QR M,�—Ha=, R103.11 / ASTM C-a4-I-14a, MIN. 2.5 L55. FPMNT DIET' EDGE, DraE.er ,'. WALL N,tg.[CTIONE PER SQ. YARD (UTILITY OR NOMINAL SCAIX: "°T1062, PAM4- PAdCAAWRAP ALL" FLASHING LATH DOES NOT MEET SPECIFICATIONS) 8HEET N.T.S. tl tl ti INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED I OF SEALANT AT TOP AND ��•V. SIDES ONLY. SEALANT 18 TO BE TOOLED 60 A8 TO DEFLECT WATER AWAY FROM JOINTS. �X ^ E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL iq JOINTS AND INTERSECTIONS I...�;. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. & CAULKING 6 JOINT ALL AROUND I I PER SECTION R7 3.7 E_ #edw lathing and plant dna BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .X 1. jE Installation of exterior lathing and framing II� I shall comply with ASTM C 1063-19a, I(;x- or ASTM 1787. WIRE, LAYER h, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATWM DRYER VENT ( FRAME) WOOD SHEATHING LAYER M, 5 CD WRAP LAYER 4, FORTIFIBER BUILDING PAPER WOOD CON6TUCTION —METAL LATH a' CMu VINYL CASING DEAD 6' RAISED BAND 11 TO �' MID -WALL iielo aralln 6' WIDE STRIP SELF ADHESIVE PLASHING, 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 "1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ADVENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO NP:CH I V ICCVCI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I `-ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER s' TO Ya' MID -WALL (WEEP SCREED :6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON �j BASE SEALANT AT POINT I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WQL WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION a• Cm SHEATHING WRS LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRUCTURAL MEMDER • T' O.C. MAX 1161 TO RIE wy.Imri ADHE6IVE FLASHING, CLEAN MASONRY DEPORE APPLYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK( WRB LAYER M, STUCCO WRAP STEP #3 S' WRS LAYER h, STUCCO WRAP MEMBRANE FLASHING `WRB LAYER 02, FORTIFISER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1*6 OELECTRICAL RECEPTACLE 1 N. RONALD REAGAN B1 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA 8: 0003326 6 oil I 3 E u]3DM de I,OT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEU 3EAB "1504-ALLE)C GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C n TE 10/26/21 SCALE: 1/4"=1'-0" SKEET WA2 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER 3a' HAT CHANNEL �' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER b' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHNG WRB LAYER 9, ' �\ STUCCO WRAP /� _ i' THICK, 3 COAT CEMENT � PLASTER / • - ER AM66-UPW-180 CUSTOM CASING, BEAD' FLASHWG WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW 1 X ' WRB LAYER 9, STUCCO WRAP R1 Y1 : 1 '' i WRB LAYER 42. FORTIFIE i i BUILDING PAPER } - i 6' SELF-ADHEREINCe WRB LAYER 9 / WRAPPED STUCCO WRAP a •GORIER OF CANTILEVER AMICO AMib WFWC Iso J CUSTOM CASING BEAD 4FLASHING: �' 1 Yz : WEEP POSITIVE DRAIN SrxeD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE. 1 1/2'•1'-O' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRA56 (LEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 J' THICK, 3 COAT CEMENT PLASTER METAL LATH — WOOD SHEATHING ES EXTERIOR GRADE DRY WALL J' THICK 3 COAT CEME PLASTER . VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x WOOD CONSTRUCTION STUCCO WEATHER RESISTIVE WOOD OR 1116" ZIP WALL BARRIER 9 SHEATHING 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 SELF-ADHESIVE FLASHING VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED SHEATHING FINISHWOOD 1' THICK 3 COAT CEMENT (2) 2xl2 HEADER PLASTER VINYL GORIER BEAD 4' POSITIVE DRAIN WEEP agim P] VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 (LEATHER RESISTIVE BARRIER 42 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 9/8' TYPE 'X' DRYWALLfNOQAPNFIELQ METAL LATH W/TEXTURED PANTEDWOOD SHEATHING FINISH FINISH i' THICK 3 COAT CEMENTHEADER/BEAM PLASTER VINYL CORNER BEADVINYL CORD- 4' POSITIVE DRAIN VINYL CASING BEAD WEEP eca (6140 14 FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION FINISH LAYER (2 LAYER PEEL +! STICK)� 6' PEEL 4 STICK • DRIP EDGE TO DECK I NA %, P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFNG lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO J CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK-1 Y; GAP FOR BACKER/ ROD c SEALANT _ FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 3' X 9' 26 GA CALK WEATHER RESISTIVE METAL DRIP EDGE BARRIER 4 SET IN PULL BED OF r " SEALANT, N MIN. i' BAF. \ SPACE FROM DRIP I PEEL 4 STICK FACE TO TREX I )fi A3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. Y4' GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT SET IN FULL BED OF 4' GAP FOR BACKER SEALANT, )j' MIN. VINYL CASING BEAD ROD 4 SEALANT SPACE FROM DRIP P i FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD a '? BARRIER 9 \ I. WEATHER RESISTIVE WATER PROOFING lot I`r BARRIER 7 LAYER (2 LAYER PEEL F ''• 4 STICK) ,srre DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,)1' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER jP'LTAHIIC STER 3 COAT CEMENT METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 VINYL CASING BEAD P10 GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 0EDGEBALCONY DRIP INSTALLATION 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a l' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (1414A CORNER BEAD (9)FRAME � 2 1/2' CORNER BEAD (FASTENER 4 SPACING to 'I" O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ � R�CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 52, FORTIFIBER BUILDING PAPER—� METAL LATH d' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE 0 I )iNX1 N P.T. OR SIMULA WOOD (TREX) FILLER CONTNUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 91 EXTERIOR COLUMN COLUMN SHEATHING 1&' SAP. •1)(t'x3' 'L' FLAS14NG 'FULLY EMBEDDED IN ROOF CEMENT I k X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )$ MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING IN LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP &CREED VINTL CORNER BEAD J / (SHOUN FOR CLARIFICATION OF VINYL CASING BEAD -� SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION 9)COLUMN (W /"T " T'T ACTTTAT(•_\ WRB LAY BUILDING METAL LATH THICK, 3 COAT CET' PLASTER ----- &'SELF -ADHERING FLASHING WINDOW FLANGE WOOD SHEATHING if WRB LAYER h, STUCCO WRAP 1 WRB LAYER "2, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003326 A h �I 00 O 6 a Ia SLJHDIN Ac LOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODELc 3EAB "1504- ALLEX" GARAGE SUING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C \ *NO 93723 1 J D TE 10/28/21 SCALZ: 1/4"=1'-0" SHEET WA3 Yi GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING cAso TER TRIM METAL METALATH IX TRIM MEMBER WRB LAYER "I, • STUCCO TO STUCCO WRAP SIDING TRANSITION W� LAYER rl, FORiIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP METAL LATH J'THICK, 3 COAT CEMENT p WRB LAYER 02, FORTIF15ER WRB LAYER P Stucco WRAP STTUUCCLO �p7(p* PLASTER BUILDING PAPER &'SELF -ADHERING it METAL LATI-! ASING BEAD FLASHING THICK, 3 COAT CEMENT F-ADHEREING FLASHING VINYL ANGLED CASING BEAD y E LED PLASTER OR PEEL a STICK SIDING TO STUCCO CLARITY) k CASING BEAD DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER M, STUCCO WRAP : '4 VINYL ANGLED ` WOW CONSTRICTION BEYOND CASING BEAD WOOD SHEATHING UEATFIER RESISTIVE WRB LAYER 02, FORTIFIBER DEER BUILDING PAPER ; WSARe'WIIQRESISTIVE s' LATH 'xiY. / \ METAL .�j; al°ING AL \ THICK, 3 COAT CEMENT : R nY ° '¢' ' a j RRE PLASTER a� < �elanvE ? BAARRI &'SELF -ADHERING '. ;•' ' ,J STARTER STRIP / \\ \\ UEATHER RESISTIVE \ FLASHING I 1 \\ y R.ASNZ HERrt+G .... 6&AL71 METAL GALV'O METAL �WFLASHINGan DRIP GAP • —r 'VV 1 V.v a. AIM I1 exn WINDOW FLANGE CASING BEAD ® WINDOW (15C ( FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER WOOD SHEATHING WRB LAYER "l, STUCCO WRAP BDoo TRIM MEMSER waDo' R i \ / OR AM-RRDGAP ' ED SE ALANT T CASM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SMATHING YEATER RESISTI' BARRIER -1 X WRB LAYER 02, FORTIFIBER 'X'xRE'A.w""e1D"'G� VINYL ANGLED BUILDINCs PAPER VINYL FERM CASING BEAD METAL LATH STARTER STRIP—x VINYL CASING BEAD (EXPLODED JII THICK, 3 COAT CEMENT � VIEW FOR PLASTER `y. FLASH) IALVV r�ALL , Z' PLASFIMG CLARITY) I11O'DxDS Ar1'EeE°R— TRIM CASING BEAD C@ RAISED 1 r7 A BAND ( FRAME) SCALE: 1 1/2'=1'-O' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f ..� WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) `—WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED 1xi FOR CLARITY 4 WEATHER RESISTIVE BARRIER , 'L WEATHER PASISTIVE / BARRIER -2 / `6ALV'D METAL T FLASNING iik� opt EWm WbOxD rSIMWAL L11413 PTRMEA BACKER ROD) \ / I ' SELF-ADHBRMG FLASNMGAD1kER'� PLASHING \ I I I CEMENT PLATER \ I OR AFTVE ROD SEA WEATHER BARRIER �SISTIVE BARRIER WEATWER RESISTIVE WEATHER RE618TIVE E-I BEAD VINYL CA BARRIER 7 'ww FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO HEATHER RESISTIVE ® FRAME TO FRAME BARRIER a 19 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WR5 LAYER 02, ///I-- WOOD ) SHPAPER EATHINGRTIFIBER WINDOW FRAME I I WRB LAYER 01, STUCCO WRAP I 6' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE ; E-Z BEAD VINYL CASING 2X FRAMING (Wl%* FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN ' BUILDING FLANGE 4 BUILDING WRAP WRAP -------- ----------------------------------------------------------------------------------- r EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 At r W 00 z 8URDIV. & LiOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MOD= 3EAB "1504— ALLV' GARAGE ytl►MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C .HOLAD tE TARN IN KEE%NO Tiff VENT PROPERLY <-,Tm IT AIlONEO. VENT PIPEISSEALEDIFUTILRED.NAILINPLACE SHOMN IN Y GALVANRED USING I -I W NVLS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPIJEO TO FLL 3HINOlE EDGES NFAR TIE OUTER EDGE ANDARWND THE ENTIRE PERIMETER AS CUT OUTTff QOOSENECK VENT OPEMNOWTHE ROOF RECONNENOEDINSEVERE WEATiER COASTAL SFIFATHING. 312E TIE OP£MNG IN ACCOAQONCE VATH TFE CHART SFDVM. W THE EVENT' AMECHPNICLL VENT FAN IS OONSTRUCTION ZDNE3. USED sQE riff VENT OPEMNO W PCCORDAHCE tM111 VENT FAN MANUFACTURE'S %%NG CONFECTION INSTRUCTIONS. W NOT CI)T INTO TRUSSES OR RAFTERS YM1EN CIrtTINO THE OP�EMtQNG IN THE ROOF. NEE E INTERFERINGSHINGLEWULSAROUNDTHE �` PERIMEETER I THEOPEMNGSOTHATTHENNLWOFLANGE OF THVEE NT LAYS FLAT TO TIE ROOF SHEATHING. SLIDE THE JII- TOP AND SIDE FLANGES OF THE VENT UP AND UNDER EBODLES. 11AVEM FUINOES TO LAY ON SMNGUETOP — OF IE SHI THE TOP OF THE SHINGLES. YI-- ROOF HOOD VENT DETAIL SCALE, NTS 40, EMEND FLASHING MM P BCLOW BILL \7/\ IR.E)CIBL! FLnSWAWG DO NOT SEAL BOTTOM -� FIN STEP 6 B'7POIMAPoLY — OLD -TIP ( SECURE IOUSE111UAP (OR UCC RAP UNDER) t MEAD FOLD HOUSEW N AT JN'!S N SLOPE SILL RO. TO EXMEROR INSTALL S'— SELF-ADIERING FLASHING OVER VNYL WEAR FLASHING (WITH I DAYS) NALING FLAN E IEXT@D FLASH WE BEYOND BrM MN EYOO JAM FLASHSYA INSTALL VINYL C CAP STEP 2 STEP 7 �.� ASPHALTPVSTCCEM— MOLDEDMOUND BASE OF %PEANDOVERF, NGE ALIGN FLASHING W/ W. EOGE OF SILL RO. FSG4NIC✓LLT FASTEN FARED EDGES(CAP NAILS. STARES) INSTALL DIFGNT FLMORAP AS n FLASHING AT TWI FOLD HONSBUTIAP DOw a TAPE DIAGONAL OUT N ACROSS NEB OF WINDOW PLUMBING VENT DETAILS STEP 8 INSTALL S' MOE ADNESIVE - BACCED FLEXIBLE FLAMWNG MATERIAL OVER ORP CAP JOINT (PROTEOTO-BITAP BT-20XL a E(ASV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS UNOERLAYMENT ASPHALT RO w —EN," NO FASTNERS VATHIN 6' OF CENTERLINE TRA PARTNERS IN ENOOFSHINGLE NOENDSHINGLE PT LEAST IV BEYOND VALLEY CENIEIdJNE m,PPEDGFF CORNER AT CS DEGREE: 1 � �SMNDLEB TRIMMED r BACR FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, APPLY OSI WU (OI EQUAL)SEALANT Koo APPLIED RASNING (LANOO WHITE -SEAL RC-N OR SGUALJ. SLOPE SILL TO EX I. IT IS THE CONTACTORS RESPO IGIBILTY TO VERIFY T E COMPATIBILITY OF ALL PRODUCTS INCIJUDENG HOUSEURAP. SEALANTS C SELP-ADHERNG R-46MM MATERIALS USED DIIRSY CONSTR=ON 2. INSTALL ALL MATERIALS PER MANrAGTUROIM Mrr2N SPECFICATKItl SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. LEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 1198 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW, REPAIR SCHEME SHOWY SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTI"ION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT blQM L IT IS THE CONTACTORS IESF40NOWLTY TO VERIFY T E COPATIBILITY OF ALL PRODUCTS NCLLIDNG SEALANTS N SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OMMNGS SMALL DE NSTALLED N ACCORDANCE WITH MANI PACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RMA 1.1 N ACCORDANCE USTFI FENESTRATION MAWFACTUERS INSTALLATION AND FLASHING INSTRUCTIONS. n W9fttj2L SEALANTS MAY REACT ADVERSELY IF 4. COMPATIBLE. +. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, Nye 1441 N. RONALD REAGAN BLVD., LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdeslgngroup.Dom AA A: 0003325 J S r qq y evHDIV. LMiN ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODRU 3EAB "1504- ALLEX°' GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C \ ------------------ i --' J - 2x6 SUB-BANb / W/I'x4' NOTCH a - - .f END, WRAPPED IN i PEEL 4 STICK METAL FASCIA WRAP ill DRIP EDGE II I 1 I/8• 1/8' TEXTURED FINISH a 1 11 WOOD 2x6 sue eAND­1 1/2' TEXTURED FINISH a CMU 1 / 11 i / 1 gyro' TEXTURED FINISH •WOOD, 1/2' TEXTURED FINISH • cm METAL LATH C \_WOOp SHEATHING OR cMu WRe LAYER 01, STUCCO WRAP (FRAME ONLY) WRe LAYER 02, FORTIFIBER EiUILDING PAPER - ,• - -- (FRAME ONLY) lq� ` ROOFING CEMENT METAL FASCIA 1 WRAP Ys' FROM 1 ©PL )4N STUCCO, 1' FROM 11 ! WOOD WALL 1 EXTERIOR WALL 11 o� ! (FRAME OR CMU) 1 NOTE: NOTCH FOR 2X6 1 SUB BAND ONLY ROOF KICK OUT REMOVED \\ 11 FOR CLARITY 1 ROOF DECK (BEYOND) 00 DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ i 1'1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU i 2x6 SUB -BAND W/15,4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PLAN A EDGE _ KICK OUT FIRE -ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x ' x x x x x x x x x x FELT PAPER x x x x x x x x x x -71 DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) - METAL FLASHING, WRAPPED j MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL x x x x x x x x x x x �4•: x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF I DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL E STICK -ROOF CEMENT a ROOF EDGE FOR SUB BAND DETAIL Cam? WALL CCL�AR TD W/KICK—OUT S N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 SVHDIV Z LOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEL& 3EAB "1504- ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DAB 10/28/21 8CAL.E: 1/4"=1'-0" SHEET WA6 FOUNDATION NOTES SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. NG TE-1 8" SEE PLAN 8" (-)p•q TE-2 17, SEE PLAN 101, 'sFM-12x18 12, CONTINUOUS 19, 2#5's sFMC-1208 17, CONTINUOUS 18•• #5's VARIES F1-24x24 24" 24" 1T #5's 70'-0" Y FM-12X16 FM-12X18 q S O, L PE 1/8'� V 1 c I EXTEND 31/2" X SLAB 1 112" m1 1 :u 4 :- NI M LL I PER FT. I io I 3,/2" X 1� ILL p•- � O O SLAB L- v o '------" X 1 FM-12X18 q N 44'-10" 12'-10" 4" CONC. 1 9 I in SLAB v 'D 1 — — — — TE2 _ _J 3 SLOPE 1/8" o iv p�-a F PO~ I 1.1 w SLAB - I I 51/2" Y Im N 4 I '-10 2,$14,-2" 1.1 I J — 4" PVC CHASE Ff'w1-1-2-X78 N SI 1.1 SLOPE 1 lA x ' I NI � 2 o 49'-4" ~ 20'-8" 1 4 Y 1 I 4:7 1 /2" 1 I 1 1A 4 3.6 1 1 1.1 1 21 SIM. " v TOP OF SLAB FM-12X18 — — — — — — — — — — — — — — — — — — — — — — — — — — J FMC-12X1B — — _ _ _ - 1111111111111 4" CONC.—/ I SLAB TYP. U.N.O. 49'-4" FOUNDATION PLAN SCALE: 1/4 = V-0" 20'-8" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 10'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. 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, I I.OINDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VW M1 SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION Il N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m R a aunDiv. & I.oT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 moDELa 3EAB "1504-ALLEX" GARAGE 9Wn4G: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DIUNT ATE" 10/26/21 SCALE: 1/4"=1'-0" aHEET s1 3o' MIN. EACH WAY HIC FOOTING STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED 'SPACING t-F CELL SEE PLAN FOR SIZE AND REQUIREMENTS ,-, CELL SEE PLAN FOR SIZE AND,�T°° S SPACING REQUIREMENTSGARAGE DOOR RECESS O w q� 7• w B• 8" CMU WALL m b �, 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH b z ° •I. 30" LEG EACH H TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ., a °I SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE R SIZE 48 BAR DIA. #B/ EXT. PORCH °. 4" CHAMFER (iSTORY) #3 18, L ; y SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I 4" CHAMFER ,MASONRY u " v CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UNITSSET gyp. AT ELEV: W/ 1/2" ISOLATION 6' CHAMFER (2-STORY) JOINT (IS E • #4 pq^ (1-STORY) W/1/T ISOLATION l.5 .°'' 6"CHAMFER (2-STORY) 0'-O" APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE • • APPLICABLE 4 SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING E fOR WAD, BAR SIZE AND QUANTITY 36'• i FOR NhD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h BAR AND BAR QUANTITY tv NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING �2�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BQALE 3/4'=,'-d• @ GARAGE 60ALE: 3/4'•=,•-d• CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL = LAP TOP PLATE A MIN. OF 48" a q 8" CMU AND NAIL W116d COMMON NAILS, 2-ROWS, VERIFY HEIGHT m % #4 REBAR �4" O.C. CENTER OF 5 LAP O OCCUR OVOR STUD OF WALL W/ PLAN SLAB 0 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i rc WALL W/SYP a * �> x'cOi `� No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ I NEW REINF. BAR i!2"x9" WEDGE ANCHOR W/ T TO BE PT. PROVIDE DBL. TOP 5 °us SECURED W12-PART WASHER SET IN HIGH STRENGTH 2" CAPPED °j EPDXY. MIN. EMBED I PLATE EPDXY 5-1/7' EMBED. MIN, C 16•' OC GALVANIZED PIPE 8", UNO SIMPSON SPH4 OR SPH6 MAX. •' 4^ . W/FLANGE ®BABE FOLLOW ALL MANF. AND TOP PLATE tv 4"'CONC., REINF. W/ II SPE.BTM ATIONS FOR S FILL k6" #10 WWM ON 4 USE AIND COMMOANCHON AILWl AL 6-MIL POLY ETHYLENE PREPARATION OF 4 4 HOLES, DO NOT USE 10d VAPOR BARRIER ON HOLE. x 3" SEE SLAB SCHEDULE II 1'a' WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 1/4" } +- 0'-a. TREATMENT SHALL BE TAPCONS a TOP OF SLAB .. ; , a •,' - BORA-CARE u, . < CONT. #4 REBAR 4" CHAMFER (1STORY)�' e. f 6'CHAMFER(2STORY) - ° - °(2) #5 REBAR ON CHAIRS •�, •. .d. 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE R SIZE VIRGIN OR ENGINEERED SOIL p COMPACTED SOIL Z70 AND BAR QUANnTv SLAB HEIGHT LESS THAN 3'S" PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION 6CALE:34"=,-°" (W/ UPLIF T) ``� tl 6 FOOTING W/ BLOCK WALL scALE:3a"=1-0" scALE:34=1'-a' 1 A SCALE: 3/4"=1'-d' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 49' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE i PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO Z 3 a SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB WItOd MASONRY NAIL o a. NAIL 12' O/C STAGGERED. ADDITIONAL METAL 17' 0/C STAGGERED. ADDITIONAL METAL u CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO ° m UPLIFT IS PRESENT. UPLIFT IS PRESENT. 8" CMU WALL OURED LINTEL CONT. (TVP.) SLAB SCHEDULE - + 0'-0' 8"CMU FILLED CELL (TYR) TOP OF SLABlp ° SEE SLAB SCHEDULE [SEE +- 0'-0" ;I 2X WALL FRAMING TOP OF SLAB -7*7� +- ' ° - SEE SLAB SCHEDULE 1/T DIA. SIMPSON ST82 BOLTS 5" a PC SLAB a� a MINIMUM EMBEDMENT INTO Ta i g 'ISOLATED COLUMN PAD GROUTED CELL, 4•' FROM ENDS AND a ° b ° CENTERED UNDER WALL AND 16. O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH e -•' FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE EQ. ED. FOR WAD, BAR SITE FOR WAD, BAR SIZE SEE SCHEDULE fOR WAD, BAR SIZE C AND BAR QUANTITY ./ AND BAR QUANTITY AND BAR QUANTITY /AL INTERIOR CURB FOUNDATION WOOD WALL (DILNT�ERIOR FOUNDATION WOOD WALL ALE 3/4"=1'-D" (NO UPLIFT) COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 INTERIOR FRAME BRG WALL TO BLOCK WALL CONNECTION (NO UPLIFT) scALE: 3/4"=r-a' 11 SCALE: 3/4"=1'-d' 1 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 1 U WW S 6 W 0 avaDiv. ae Ivan ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT 04181.04t-18131 MODEIe 3EAB "1504— ALLEX" GARAGE OWING: LEFT PAGE: DETAILS %160 MPH EXP. C STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE MIN. ia'TREADw/. "NOSE SPACING REQUIREMENK TS B"CMU WALL s PAVERS o'-a' #4 REBAR (TYP.) C. y <- a 8" CMU WALL TOP OF SIAB$ T TOP OF SLAB ff W SLAB SCHEDULE 12" RADIUS OR CHAMFER ff SEE SLAB SCHEDULE h [SEE r wo • A •.�,^e TOP OF SLABlaw-- .q^ 16 �. e e BE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY "' � �. � � p � 0,e dp N� m SEE SCHEDULE EQ. EQ. BEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY FOR W%D, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 , 1 AT ALL PAVER AREAS SCALE: 1/2"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE o e SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12'k8" WEDGE ANCHOR W/ Z' WASHER SETIN HIGH STRENGTH g. EPDXY 5-12" EMBED. MIN. 0 16' O m SIMPSON SPH4 OR SPH6 OC MAX. B" CMU WALL BTM AND TOP PLATE b s ANCHORS W/ 10d x 1 1/7' +- a-0" + COMMON NAILS FILL ALL r---,.�--.1#---y TOP OF SIAB q TOP Ora HOLES, DO NOT USE 100 e x d' SEE SLAB SCHEDULE - EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORV) BAR SIZE 48 BAR CIA. 18 M q TOP OF SLAB W/ 12" ISOLATION 6" CHAMFER (2STORY) n JOINT(WHERE #4 24" 1a. • APPLICABLE) i MATCH STEEL ;Y5 3a' • SEE SCHEDULE 6" PVC CHASE THRU FOOTING s REINFORCEMENT ti PER SCHEDULE c �I` \\\_ #7 4T 6" PVC CHASE THRU FOOTING R FOWxO, BAR SIZE MATCH STEEL AND BAR QUANTTY REINFORCEMENT SEE SCHEDULE FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THOTING RU FO 5 SCALE:3/4"=,'� 6 (W/UPLIFT) SCALE: 3/4"=1' d' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 q : g v. suBDrv. de LOT- ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODELA 3EAB "1504— ALLEX" GARAGE swsxG: LEFT PAGE: DETAILS 160 MPH EXP. C F1 DOWEL PLAN SCALE: 1/4 = V-0" d N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 S7 a � c SVBDrv. & LOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MOaErs 3EAB "1504- ALLEX" GARAGE SMNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C pRn'" moo" DATE. 10/26/21 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK i a GROUTED BOND BEAM % VARIES PER ELEV. a i a .a • CLEAN OUT REQUIRED FOR INSPECTION _ & ( TIET/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SiZEI 48 BAR DIA. #3 la, F o #4 24" n #5 30" #6 36" #7 42' HORIZONTAL/VERTICAL (DREINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD z4' HORIZONTAL/VERTICAL *5 30" REINFORCING #6 47 2 #7 47' SCALE: 3!4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a i SPACING REQUIREMENTS m 69. 8" CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) W/ 1/7' ISOLATION 6" CHAMFER (2STORY)F,u JOINT(WHERE APPLICABLE) MATCH STEEL !BARSIZEWBAR CHASE REINFORCEMENT6"PVC N SCHEDULETHRU FOOTING �PER SEE SCHEDULE FOR BA SIZE BAR, AND BAR QUANTITY PVC CHASE THRU FOOTING 4 REINFORCEMENT PER SCHEDULE NG #5 BARS ■ a * -X' OQ• CMU UNIT DIMENSIONS b ARE NOMINAL SIZES g/ MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J >r tt 6 a BXMDIV. ae LAT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODEIA 3EAB 1504- ALLEV' GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C �M NO W723 1DA 10/26/21 B1' CALM: 1/4"=-0" BI,IEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 gaaMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc p-i) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 — (1)MS — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 7'-0" 8F,6-lT/OM/0B 8Fl6-lT/0M/0B BF1 iT / n 8Fl6-lT/0M/0B +�( S UNO PROVIDE BBim WHERE ROOF TRUSSES - BEAR. TOP OF WALL 4 'p EL. 8'-O" UNO ., � =m m ?� m m o t H co m � _ F m m u 4 w U, J W"-f, Z ' J s� m OZ W rC w mO s a 8F,6 1T/OM/OB 6F16-1T/OM/013 LIFT BEAM PLAN SCALE: 1/4" = l'-O" -i N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6076 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 S m � O SUBDIV. & LiOT ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT, 04181.04B-18131 MODELa 3EAB "1504— ALLEY' GARAGE BWMC;: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C D TEE: 10/28/21 BCAL.E: 1/4"=1'-0" SHEET S2 NOTES TO THE INSPECTOR/CONTRACTOR TYRSIXB" �1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c -� PLACE STEEL HEIGHT. pf V�4� REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#5 STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR BSc,6" b ' #5 CORNER BAR W/ 30" LAP FOR EACH pJE 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 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1> TOP OF THE LINTEL.( 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. - VERTICAL REBAR W/ 10" HOOK P� QE 8x16 DBL BOND TOP OF ti $ BEAM W/(1)#5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF ' • W/(1)#5 BAR .ti; BOND BEAM Xr TYPICAL F = FILLED W/ GROUT I\ U =UNFILLED GROUT SOLID FROM TOP BOND NOMINAL LINTEL TO TOP OF OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 �/c7#5'S, o CONCRETE T/1 B Pgs EP�p �16-1 BNTEL W/(1)#5 BAR NOMINAL $9Pw LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIG#OF #BEAM P OPENING -z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THAT XFXX- lTllMNB INDICATES A DOUBLE BOND BEAM BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM AND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP s. LINTEL OF OPENING AND XUXX- IT,OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION RIVE16 TAPCpN OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND _ 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN PRE -CAST 1'� EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON WINDOW SILL d, SLOPE OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" �o Ka ro O.G. MAX. MIN 1-1/4" EMBEDMENT 9 -3116 OPEN FACE SHELL SO APCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-14' MIN. 2-12d PER BLK. EA. END VCMUWAUL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16"OSS SHEATHING SILL CONSTRUCTION CORNER BARS 4 AT CORNER STEP ARCHWAY FRAMING DETAIL 3 5 SCALE: 3/4"=1'-0' scALE:3/a"=1'-a' 1 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER BAR, 30x3O TURNED UP en1 EO I I OR TURNED DOWN INTO STEEL REINF. OF CEP II / FILLED CELL BOND. BEAM II I II / 8x8 CMU PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 MIN 1. SLJBDIV. dg LAT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODELa 3EAB "1504- AL=' GARAGE 69WING: LEFT PAGE: DETAILS 160 MPH A. C "LOTTIS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TMPE LENGTH SU8 818.0B 6-1T(0 IT/06 4-1TroB -IT106 IT/OB TYPE LENGTH 8/8 PLAIN $/8 SOLID TYPE LENGTH 8r8-1T 8/18-1T 8120-IT 8124-1T 8128-1T 8132-lT 8/e-18 16-ITII 7Tn 4-1Th8 1T116 -ITN ere-2r ante-zT en0-2r e24-2r ena-zr e132.2r 3'-0" PRECAST 1438 962 3114 4217 5321 6426 7531 3' 8" PRECAST 889 1024 3'8° PRECAST 1509 3524 4394 5263 6132 7001 2485 6113 8985 7708 9031 10000 1568 3524 4394 5283 6132 7001 4%0" PRECAST 1065 700 2W5 3125 3945 4765 5587 4'-0" PRECAST 614 763 4'-W PRECAST 1363 3060 3815 4570 6325 6079 1961 6113 7192 6524 7627 8751 1303 3080 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 36eS 43W V-8" PRECAST 398 591 4'-8" PRECAST 1207 2582 3375 4043 4711 6379 105 1 5743 7547 6752 6541 7555 1207 2707 3375 4043 4711 5379 5' 4° PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 low2374 2944 3513 4084 1319 4460 7196 7342 67W 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 260 3W9 3470548 5'-10" PRECAST 340 338 5'•10" PRECAST no 1499 1071 2443 29I5 3387 1161 3693 5BT7 6036 6 5ng 920 2080 2593 3107 3620 4133 8' 8" PRECAST 692 1139 3227 3031 3707 4383 5061 6' 8" PRECAST 410 721 B' 8" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 .10000 8825 835 low 2329 2790 3251 3712 7'-8" PRECAST 670 938 249E 2206 26M 3191 3685 T-8" PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7087 U72 727 1624 2025 2426 28V 3228 91-4" PRECAST 428 633 1593 2204 2481 2818 2621 94" PRECAST 192 384 9' 4" PRECAST 454 we 767 90 1129 1310 839 1674 2208 3081 4099 4899 572 1318 1643 Im 2184 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10' 8" PRECAST 151 301 10 6" PRECAST 365 468 612 755 899 1042 550 1407 I897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'14" PRECAST 330 544 1312 1742 2252 2668 3630 11'�° PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 872 544 1312 7742 2262 2868 3552 408 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 15M 2048 2586 3197 12'-0" PRECAST 111 370 12'-0" PRECAST 383 388 476 567 ON 783 507 1210 IBM 2048 26M 3177 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1046 1365 1732 2167 2535 13'�" PRECAST 62 298 13' 4" PRECAST 306 303 393 484 575 60 414 1045 1365 1732 2318 2606 396 780 1057 1312 loll 1203 14'-0" PRECAST 254 388 078 1272 IBM 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 9g0 978 1272 1606 1950 2359 378 717 951 1192 975 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1624 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 lr-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 680 300 858 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1W-4" PRESTRESSED N.R. 148 19'r4" PRESTRESSED 162$174 348 430 513 596 235 736 959 1200 1467 1716 168623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 308 381 454 527 180 596 W3 1038 1168 1468 142537 690 BIG 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 0. PRESTRESSED N.R. 116 22-0 PRESTRESSED 137290 359 428 497 165 560 784 992 1203 1381 137513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124245 '402 380 418 In 450 854 8?4 1014 1u7 124 319 455 581 1 687 1 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 5 $ 70 g pgpgpgQ SVHDIV. & LOT: 14 ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEL: 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES %160 PH W. C D � 10/28/21 SCALE: 1/4"=V-0" SHEET 52.�.A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. 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 REVIEWAND 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 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 Y-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 &' PROM THE CENTER OF THE COLUMN. ti I M to v> c� CJ1 " —'- �_ _ — I. � It 11 H 11 U a II � II II U it H II a I 1 11 It 11 It I oil p 8 II N n II n 11 CJ3 = e u n fin 11 11 11 11 11n 1111 u n n It 11 110 n it \ CJ5 Pam= r 0r � l_Tl_Tl 6 11 II II II 11 11 T I-T vT �� I-T ] / _� 11 x H II 11 N 11 11 11 ,� 1 II N n 0 II 11 11 11 1 1A I II I = � � I� N I N II it N N N N N II N N II II N II If• p N II N N i� _ � N p 1p1 �1�1 IxI 11 II H 11 11 INI 11 1H1 11 hilt H '1I1 II 11 11 x 11 N 11 H II I LL J L JI \ i _ I p x x n n n u u I p n N n I. n fl It n n n n n n n u Itmazzaam n N N N N N II N II N N II II 8 N N N II �/_ � pef x x pn n u n n u n n u n u n n x n n n n x n 1 n Y N II RIDGE 1 11 W p p 11 pp 1111 It II 11 11 It It II 11 II II II II 11 11 II 11 II �11 NN II II II It \ H 1 H fl II n n 11 n n 11 u n 11 n n u " N n H fl �11 11 11 I11 N II I 1� _ N N N N N N II II N N N N N a�aaG � \_ _�= H fl " 11 II 11 11 11 II x u II II N n 11 II 1 11 n It 11 11 11 n..._ JI 11 CJ5 �= I� I 11—T——1-1 -1-1 --I—] F] — —�-1_1 T(11 n n1. n " n u u III N fl II x n " fl u n n n n CJ3 x I N A N = h x N� n� p N N 11 11 1u1 1N1 NN N 11 IuI II N 1N1 IIII II Ix H 11 11 IuI 11 II 11 i CJ1 U U U FOR BOTTOM FRAMING PLAN SCALE: 1/4 = V-0" 11 x vi 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 J 104 L rr cq q 6 ca to t: 3 fA BUDDIV. de I.oTBBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT 04181.04t-18131 MODEtt 3EAB "1504— ALLEX" GARAGE 8Wn4G: LEFT PAGE: FRAMING PLAN %160 MPH ER. C 0 AR NO W723 DRINT A 10/26/21 SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOFAVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) IOd x 1 "NAILS 70 TRUSS PLYWOOD SHEATHING, SEE N I6 HTSM20 W/10 tOd TO -(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFIWALUFLOOR OR TRUSS ANCHOR WITH TRUSS AN NOTE: APT SYP #2 2" x TRUSS AND 2 1/4" SHEATHING (12) 16d x 1 J" NAILS TO TRUSS 10d NAILS 8" x MAY BE ADDED E H RS11,V'x TITER 2 ANCHORS TO FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND G0 RDE .1 R GIRDER. PROVIDE 5" 6' W NAILS, W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX, TO ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 �' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 k' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 tOtl TO TRUSS AND (4)114" x 21/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM Ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL }" x 2 �' TO GIRDER 2x SECURED W/ (3)16tl GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10tl TRUSSES C 24" OIC, lx2, 2x WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (1S) SOS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL W TO GIRDER 12" O/C FOR REVIEW 2X SECURED W/ (3) 16tl C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }'x 5'TITEN HO TO CMU AND (18) SOS �' X 3' lx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT =4725 LBS (2 3 — TITEN 2 ANCHORS MIN. 2" COVER S 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) PLY IN.) 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 TYPICAL ROOF 3 SCALE: 3/4"=1'-0 GIRDER CONNECTOR(S) 3'4'=" 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2.4 BLOCKING BETWEEN BRACE W/ (3)1. Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING " V-0" TO 30'-0" (1) "X" BRACE SEAMS) 30,-1" TO 60'-0 (3)'W' BRACE SECURE 2x P7, PLATE 6-0"MAX (W 1X4) oR m-0"MAx IW/2Xa) (1)"X" BRACE@ CENTER TO BLK W/1/2"DIA (2)"X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' FROM CENTER TO END. WASHER SET IN HIGH 1x4 DIAGONAL 2x WOOD FASCIA, STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC STM..CHORD SEE ARCHITECTURAL MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" H MAY NOT E STIFFBACK (AS PER O.C. MAX a REQUIRED TRUSS ENG) CONT. 2X4 SECURED W/ (2)10d's ® EACH TRUSS BTM. CHORD OF TO BE INSTALLED WOOD ROOF TRUSSES 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. Ix4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. /� BTM. r O /� /� CHORD BRACING V SCALE:3%V=T-9' LOCK WALL W/ GABLE END (D--pP-R--E-ENG'D TRUSS SCALE:3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4•D HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND _ ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM, HOLE DIAMETER PLATE <3/5•D DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE: 314' =V-0" dN. RONALD REAGAN.BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Y hY S I pill N In Q BURDiV. de I.OT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT#/ 04181.04B-18131 MODEU 3EAB "1504—ALLEX" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C uz*j D TE 10/28/21 SCALE: 1/4"=1'-0" SKEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'O" O.C. (AT O PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS JYP) C 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP KATE 5/8" GYPSUM BOARD OR 1A' HIGH W/ 1A' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x8 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FLNW 7239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE • PROVIDE BLOCKING O' • SIMPSON SPH4 OR SPH6 BTM 12" GVP. WL BD. o AND TOP PLATE ANCHORS W/ 10d x 1 tA' COMMON NAILS SECURE PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2)10d's C EACH FILL ALL HOLES, DO NOT USE 10dx 3" GE ANCHOR W/ 7' WASH" WEDGE WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED C 10'-0"O.C. MAX. EPDXY 5-1A' EMBED. MIN. C 16' 1 Oa 10b 1 OC. OC MAX. SCALE 314"=1'-0" GABLE END BRACING W/ PRE-ENG (-.-\GABLE TRUSS @ CMU WALL °` TRUSS TO POST CONNECTION O SCALE: . e• A- SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1ANTSOS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. �_ �w POST TO SLAB CONNECTION 9a `9b SCALE: 3/4"=1'-0" A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U:4,665 W/ 5/8' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-112' NAILS TO POST. -1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Y &4 t a V in W E 0 SUSDIV. de LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT# 04181.04B-18131 MODEU 3EAB "1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 2 v FAXJAM A ABOUSHAW L AR NO W723 A DAA E 10/28/21 SCALE: 1/4"=1'-0" SHEET S3.1B GABLE -ENO �-� B A � NIP �OF n A 2F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE2. = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: -t- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF. GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH D IA. TENSILE TR. E E S SHANK ASTM 10d RING SHANK, 212" 0131 F1667 BCR W SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/9' 0.113 71667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS I I RSRS-01 KAF I BK UK IHUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILSA T 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2 BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 1GO 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 8d RING SHANK GUN NAUE Q ­C, TOP 8 BOTTOM EDGES a� �o 8v a VP FXT RHFAT.i.7 ATTAr:HMP.T OM-_ -- III -� ----�. . Emmm 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS 0 W-8" O.C. MAX EQGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: OF HIGHER O LOWER ROOFS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M, MAXIMUM AGGREGATE SIZE SHALL BE 3'4", STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 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 3/4'. 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. FIB = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSONi#tWND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7A6 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOPWWORX: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION. ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CONTAINS MORE THAN h" 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A10341A1084M. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND -ON SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30' #7 BAR - 4Z' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36° x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR R O N INTERSECTIONS FS IN ACCORDANCE WITH A SI/ASCE 7 88: 1990. 16 p8f TOP CHORD 20 Psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS $HALL BE ANCHORED IN THE FOOTING, (7 psfw/ ASPHALT SHINGLES) (10 psf./ No GYPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PET WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2Dpsf, 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: 20Dpef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, 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 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE. FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3 000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR $HALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, 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 SWILL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-12" FOR #SAND SMALLER 2" FOR 16 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALL5AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE OR S F = E Y Y 35 ksi. TUBE AND PIPE CONCRETE -FILLED SHALL BE COLUMNS IN THE SHOP. M ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIC-ON SIZE ttPE . 3PApNG REMARKS APPUKC ON 912E 1TYPE SPACING I RE—. 1x2PTRIRRWGT0 9E HARDENED WIL �NAll eC/C G -EDOORBUCK 1b"qA ON MASONRY APFAST— B,. 11R EMBED., 2"END CSi.. MASONRY I CONC 1 TIT' LONG. TO MA90NRY 0NC. NO WASHER 112"EDGE CSt. SGDpAL.EXT, DOORS CASE HARDENEDCOIL 8'Cl4 WINOOWI000PFABTENEO GARAGE DOOR BUCK e"CA.OR y1r2 qA EXPAN910V BOLT 16°�C(3"') 4"EMBED., 4- END 016T., x T, 9EENOTEB NAIL1 tYT'LONG. STAGGERED INTO MASONRYY NC. TO MABONRYIODNC. w/WASHER 20"dC (1,T'pA) YEDGE p9T. WNDOw BUCK HARDENEDCOIL cArsiEnlLl B.— WINOOWIOOOW FASTENED METAL9TRAPTO CONTACT THIS ENGINEER FOR SPACING Pr, sEE wTee U—NG. STAGGERED INTO MASON —NO, MAsoNRrlcONc. REQUIREMENTS EXT. SWING DOOR &16 " "TAP `C 1B, Q'C 1 -EMBED, e' END. 2K BUCK PT, BEE NOTES —ER A8T— GIST, I- EDGE CST. No TUT09TNDOWE p130—x2118' 9"OIC 4"END. C9T.,112' P EEL COL., SEE wI WASHER 6TAOGERED EDGE DIET. NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR MATH A V400D DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. J.44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com ` AA #: 0003325 J N T � Q SIIHDIV. Se LOT: ABBOTT PARK OT18 BK # L #1 PHASE 413 PROJECTT1�� 04181.04t3-18131 MODEIA 3EAB "1504—ALLEX° GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C R Dw� 10/26/21 SCALE: 1/4"=1'-0" SHEET S N1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX I 70 STAPLES INSTALLED, THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8XT WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }" MAX- b— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT-' —I Q3 J-CHANNEL) J,h r'1CTA 11 C TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN 30FFIT 1Q ® DETAIL B FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7�STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN—� r2X2 WOOD BATTEN 10 /O SOFFIT- �"�� INSTALLATION SCREW, BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEWASONRY) BATTEN ATTCHMENT ® FASTENER SPACED 24" gO J, MAX-oI MAX O.C. ,.,,-STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. PANT' SPAN'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'S' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/JI-CHANNEL SINGLE SPAN W/JI-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END s ;# fig• • �,-13.519 .375 .4 3.625 3.625 3. .5 TF 06 .03 12 WA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com l AA #: 0003325 a ll _LL j SUDDIV. ae LOT: ABBOTT PARK OT#18 BLK#1 PHASE 4B PROJECT* 04181.04B-18131 MODEL: 3EAB "1504- ALLEX" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C 9 .' �"' Ra 9W723 DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET SDI