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Home My WebLink About7737 Sail Clover Ln10 99 1504-3EAB-ALLEX 99 HOMES \ ' OX144 12602 TELECOM L7RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •pU*= HWLDING cm, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION ng ZMN (gyp) p� ��p -AM 14M AND S!A'!6 C�DL9 AC ADI. ALT. AIIONING ADJUSTABLE RCONITI ALTERNATE M.C. Me. MFR. LUMINOUS LUMM E CAHRJEf MANUFACTURER rom/0 CONSTF=TIONDOCt1ENTSIft" ARCHITECTURAL SHEET DESCRIPTION ppgyg PLAN MAINTENANCE DR HORTON HOMES DR 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTW, GROUP R3 -CONSTRUCTION TYPE - VB -11IN. DITERIOR FIRM - CIASS B BD.P CL CAB CLG. BOARD OE CENTERLINE CABINET CEILING MT MTD MTL N T.S. MINIMUM MOUNTED METAL NOT TO SCALE PG CS -COVER SHEET PG GN- GENERAL NOTES 0142 9 REVISED LINTEL SIZE • ENTRY naim ADDED LED LOWS TO KITCHI N 4 G1TMOO115 PER MARK DOM 10/D/l9 ADDEp6m'DLAYOUT TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -BASIC RIND SPEED - Vult=I60 MPH VESd=124 MPH TPOSURE - C •1-STORY RESIDENCE - -2-STORY RESIDENCE - W. HEIGHT AS PER IACAL CLR. CONC. CPT. CT. D DO, CLEAR CONCRETE CARPET CERAMIC TILE DRYER L DOUBLE OC, FL P.H. PH. PLY PR' ONCEMI'ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG Al -FLOOR PLAN , „ PG A2D-ELEVATION 'D PG El -ELECTRICAL PLAN lO�lB/ly ADDED OPT 8�-1W CEILINGS MIGHT OV" REPLACE UP q MTN8111SONC *WORB gµ/p;/jp OPT. B'-D' ri r F#'aT: REVISE ARCF#UAY NEYaHIB AND STATE CODES D.G. DIA DUAL GLAZED DIAMETER PR. P.T. PAIR PESSURE TREATED 01/01R1 2010F9GUPDAiE PG P1-PLUMBING PLAN DIM. DISP. DP. DR. D.S. OW D.W. EA. ELEV. EQ DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL R. RAD. R.A.G. RE. F RM. A.O. Sc. S.D. S.H. SHT. SHW RISER RADIUS ETURNAIRGRILL REFRIGERATOR ROOM SOLID OREEXTNTNO SOLID RR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING 03��RI ADDED SOPRT DETAILS PG Ml -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. C=.'S L1vWi 1504 S FT GARAGE 99m SQ. FT. ENTRY 31 SQ. FT AR No. 93723 LANAI 86 SQ. FT. EXH. EXT. F.O./FX. EXHAUST EXTERIOR FIXED CLASS . Sim. SIM. SHOWER SIMILAR PG WA2-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2011 ,. P1. F.O. FIN. FIR. FLUDR. FUEL GAS FINISH FLOOR FLUORESCENT SI ST . STD. sws SLIDING SLIDING GLASS STANDARD SHEAR WAIL PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTGDR FOOTINGFR. FRENCHDOOR TMP. SECTION TEMPERED GLASS PG WA5-WALL ASSEMBLY DETAILS Tel: (407) 774-8078 GA GAR. DISP GAUGE GARBAGE DISPOSAL THK TO.C. THICK TOPOFCURB PG WA6-WALL ASSEMBLY DETAILS Fag: (407) 774-4078 OF.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GSS LA. TOP TO.S. TYP TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl -FOUNDATION PLAN PG SIAA-DETAILS GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED OLLOW CORE V.P. OOTHER ISE H.C. HH SEEM HDR. HEADER w WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INS INT. INSULATION INTERIOR WD W'OTOOD WINDOW PG SLAB -DETAILS THE BUDDER ASSUMES ALL LLABDJTY FOR OF THE CONTRACT DOCUMENTS. Wow. W.I. HEATER WATERINTERPRETATION WROUGHT IRON PG S1.2-DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN TIM DRAWING SET) ARE UNCLEAR AND PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAWG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA-DETAILS DRAWING SET, TIE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A—SAFE LOAD TABLES PG S3-FRAMING PLAN CLARIFICATION. PG S3.1A-DETAILS AB DESIGN GROUP WHI RESPOND TO ALL WRITTEN PG S3.IB-DETAILS RFPs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG SN1-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUII.DER WHEN NO RN's HAVE PG SDI -SOFFIT DETAILS HEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX 407.774-4078 www.abde.igngroup.com AA 8: 0003325 a i 0111111 BNvsDrv. at 110m ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.000 34071 MODSLC 3EAB "1504-ALLEX° GARAGE EBWn40: LEFT PAGE: COVER SHEET 160 MPH E . C MNEM N M 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 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 RAVE 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. wmwm 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 DRAWWNGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLaRINO 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO F8CR 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. EXI M WALL COYBUNO! 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 EMNQR FElpli 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-106319a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. ELTEF"CF3" 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1l2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 tl4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSYRUCT10F10111MATFON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE Ij_OT 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 I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. F]LiBtlORFJo"m 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE; 12/10/20 (RM) •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 r ro 79TJHDIV. a LOT: ABBOTT PARK LOT# 34 BLK 7 PROJECT 04181.00 -34071 MODElu 3EAB "1504-ALLEX' GARAGE OWING. LEFT PAGIC: GENERAL NOTES 160 MPH EXP. C 17 DATE:j 06/14/21 SCALE: 1/4"=1'-0" 13HEET GN 4 BSNAKE BIDING AS 12 SAND AND 6' RAISED L inp�IIlI _ WIN COACH LIGHT 4' RAISED BAND (TYPJ I I I I I I I I I I I I m'-m" FIN. FLR FYPON BRACKET BKTIDCIT OR EQUIVALENT SHINGLE ROOF 4' RAISED BAND 6' RAISED BAND (TYP.) 13RG. W.T. b'-m' BRG. HGT,s I I I I I I I I I I I I I I i I I I m'-m' FIN. FLR- m'-m' FIN. FLR, FRONT ELEVATION-D SCALE: V • I'-D D INI OFF RIDGE VENT OFF RIDGE VENT 12 /OFF RIDGE 6 1 WE REAR ELEVATION-D BGALE= 1/4 • 1'-0' TEXTURED MEN i I i io I I I I I I � I I I I ---------------- -----------------------!- LEFT ELEVATION-D 1/4 • P-m' MXTUREP FINI OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION-D SCALE, 1/4 • I'-m' TEXTURED PINION m'-m' FIN. FLR AREAOFATTIC = 223250, FT. NET FREE VENTILATION AREA REQUIRED = 2/300 REQUIRED VENTILATION AREA = 2232/300 7.44 = 1071.36 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1071.36 PORTION OF ATTIC = 535.68 SQ. IN. (RALANCE TO RE PROVIDED IN SOFFITOR EAVE VENTS( OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL# OF VENTS REQUIRED = 4.65803 TOTAL# OF VENTS PROVIDED = 5 m'-m' FIN. FLR I I i I I i I i I I LOUVER DETAIL AGO E. 1/2 P-10 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 IA Ixn Drv. ae LOT: BBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.000 34071 MODEL• 3EAB "1504-ALLEX" GARAGE STILLING: LEFT PAGE: ELEVATION "D" 160 MPH EA. C 7 DA 06/14/21 SCALE: 1/4"=1'-0" S8ffiET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Gov OUTLET 20 ANT Gems POLE a0v CUTLET "I,'In= w Q Qumv MINDTO SWITCH �OFI ION OUTLET Nidr!•ILR(TAPPSR w0SWANT ri1W a@ nov OUTLET (4) Wele CONNECTION GFI OIRLET�pO N1eR6I•IERT SWITCH OWTC44 D-WAY OPER SWITCH 4-WAY OPM L'Ii�^t ' V LIGHT CEILING LIGHT © I = CL.G LIGHT Ovp LED VAPOR PIROOP Liam OVP VAPOR PROOF LRM OQ CAN eVi -PAN IOM Pet Sa Pr. V•R. PAN SILISHT 1 dM Pee ea PT. V PDITRS rePEcr Teo eY ® 2-WASYIe4P y11e0NO EKI AROIW ( T'INTJ 2' KA011110 MINT 4' FLUOPINSCIINT .P4 4'-- cam PANEL wib I e,Ele O 8D. own twoc, YE111�YIt ri•E-T ".LMWW Ilmom DErICTOR raATr-eArAr.ur YIriYEAI� ®e b/CO DfleG10R CO1 eO $WALL ee A OWAtNCE OF NOT LUe THEN 4• PENDANT LJOW NATINIAL ale OUTLET ► TINJORW R JACK WWI! 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MK)VNIONS OF SECTION MBO1D O01 • LALWMr ROOM RMADR Nee011e FAULT CICUIT-NIHtlUPIde PROTECTION FOR PERSONNEL ON � • UNIDO M!'INOC NON METALLIC CABLE Pee 11.oGIleICAI PICVRIO S OF P&M IN In (20201 • ALL WORC TO COMPLY WITH ELECTWCAL PROVISIONS OF THE FSOe TTu ED rae2ez Type Om FEtG. 6Alle9Y eONrevattaN rRLNtIDeNrIAL wasY 150 AMP ELECTRICAL RISER NOT TO SCALE. A. ELECTRICAL MATMALS AND INSTALLATIONS &HALL. COMPLY WITH ELECTRICAL. PROVISIONS OF THE PBOt TTH EDITION (2=0). LOCAL CODES, AND ALL LOCAL POIER COMPANY PEGUM0110 S. D. ALL CONDUCTORS SHALL LSE TYPE TH•N/TWIW UNLESS NOTED OTFERIASE. I1I.-L1 •, .G:TaCII:D3Y I — I L I I I I\ I -3• I -S• / LED LIGHTING C SINGLE LAV. DATN 02 IND PVC DY TIE THE ELECTRIC PROVIDE 34/0 CU, THW 4 PS CU IN 2• CCINWT OR 3 44M AL. THEN . 1% CU IN 21 CONDUIT OR 2/0 AL. SLR (CONDUIT TO I NATE ABOVE SCIFlT • OVEi11H64W COI'ENATION SERVICE DISCONPECT SU117W AND M ELECT= T'ETBR IN NEMA !R ENCLOSIDE 710.. 10. E "WACII CABLE T LEVIBION we"w. INTERSYSTEM BONDING 781111MNAL AT LOW VOLTAGE CONNECTIONS I V OJ 8ERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER PROVISIONS OF THE Pam mu EDITION (2®TO). bM' CIA X S PT LONG COPPER CLAD Q^%M ROD o I I L L I I I LED LIGHTING C� DOUBLE LAV. BATH h PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120124O V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#2/0 Cu TKVN & 1-#6 Cu (G) iil 2" C. OR 3-#410 AL TFANN & 1-#6 Cu (G) in 2" C. Win PY. etc D..Hpd- With CIm@ omit We Deal am eh PYe MAn 412 1 20 &nY Throe ism 1 2 am Rev. 50 2 e8 012 1 20 rAololmA/Hosd Ism 3 4 Mfg 1 20 amyl APpli law 5 8 4500 Wrier Nera 25 2 #10 012 / 20 Rae a or 1500 7 a 912 1 20 DrwV RseWWr AFp 150D 8 10 1ID D GFI m 1 i12 #12 1 2D BEM GFI Roc odes 12DO 11 12 1500 RsBwssba GFl 20 1 02 014 1 15 a/NY 800 13 1/ 51100 Rya 30 2 #10 W4 1 15 Greg Roan / Din. U / LWW AFp 900 15 18 MII 1 15 KBtlxnU a/Pent / AFp 900 17 18 150D Waeha GFl A 1 M12 #14 1 15 Bad#2/LAlndryAFCI 1200 18 20 low eDoor GFI 2D 1 #12 A14 1 15 Bed #3/Brll 42AFCI 900 21 22 1200 /Etlada USBRec s. AFCI 20 1 -2 23 N am Bed #V s AFCI 15 1 #14 a c 25 28 am _ BSd #f/ W.I.C. AFp 15 1 #14 sw.27 28 sea 30 .de 31 m 33 34 Ne .ce 35 38 37 3B . #6 2 50 AA: AMF1 a 10 KVA r 06% BBOo 30 41 Q Q 4400 N.C. A/c C.UA 40 1 0 lads .a to demaW lhta erada#a"lline 234W 30100 Lwd aub ad to demand Kota oroaria,./INa Demand Factor Calcudatione ABBREVIATIONS: AFp: ARC FAULT CIRCUIT INTERRUPTER NC: NONCONCIDENT LOAD GR: GROUND FAULT NIERRUPTER Tar load v,bl4a to d—d ado 5M0 Fit 10000 wdh r lu0 10000 RemdN weder40PA 1]400 Tar1.0 IOW LOAD CALCULATION 13 BASED ON A)C NON -COINCIDENT LOAD Taal Canedai Lcsd V.'r1e 221. Tagil Am#v (wife / 240 wpsl 1N.4 General Lighfing S Race le Load Trial NC s .Fed 1504 Oenad Us a Rec 3 W / aR. R. 4512 '�'• 19 at 65W/Light at 100% 1235 GawN 5747 CIh9f t6l Total veetla Gawr Ue a Roc Pand A 10 575 5747 Emy LANAI i / OUTLET FOR I I I I POYm I 1 . DISHWASHER UVM R00M j i I I I I ---� _ I __ ', GIF I r L I `11L"� Mom. I.i I I CEILING MTD. I I �� LIGHT TO BE /- )•-t PRE -WIRED CLG FAN I - I Ir L \-- L 11D '�- DB'@RiRWM-__- u PROVIDE I I 1 r I J-BOX FOR' FAN I. � 1 OPT. oil, • REF. 1 1qp O. OPT. L • 1 GARAGE I . Q9 ly - I L -y I I I DOOR TV O--------- i GFI O— GFI I i - WHO 1 sD. I I u GARAGE �I ROOMO B®RI �ico $ �R REDROOM1l I A� 1 L S� ~ KEYLESS I ED MW/SWI7 JY--t( BBDRQO FIXTURE I I LKTN7WALL M I i PRE -WIRED CLG FAN ATTIC I I I 1 PRE -WILD PRE -WIRED I �;1 / I CLG FAN i i CLO FAN I / I I IRRIGATION I ' I I OUTLET • 48' I I PANEL AFF. GFI Er — OPT. METER GOACF{ LIGHT FIELD IND VERIFY LOC. ELECTRICAL PLAN ALEr 1/4 • 1'-V i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r eUDDIV. ae I.OT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 MODEL: 3EAB "1504—ALLEX" GARAGE DWIIITG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 17 DA �A. 06/14/21 sCALE: 1/4"=1'-0" B*MET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT AHALL DE 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 ISE SEALED WITH GLASS PAS 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 NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC "ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS 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. REC011IMENDATIONS AND IBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECa DBF BOOSTER FAN OR EQUAL. FANTECa 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 EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK7 '__�p.VCOpTI/SPEC a)FLOOR SLAB CLEAN -OUT (TYP 1 COUNTER8IAJK CO. PLUG SEE SPEC. CONC. FIN GRADE a OR PAVING O FITTING OR EXTENSION TO SOIL OR WASTE AS rr--- REQUIRED nEXT. GROUND CLEAN -OUT (TY�P, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 0 THERMOSTAT m PASS-THRU AIR GRILL ATTIC AIR SUPPLY �y AIR EVAP. NOTE ALL VAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONG CNS ONDEER W/ (2)-3/16'X2' TAPCCNS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR Ed1AL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO WIT W/ l2) REFRIGERANT LINES GBXI I/4' SHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD y 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINER BELOW SLAB NOTE, MAIN CONO. DRAIN 3/4' DIA. 1 OVER HEAD • 12' FROM STRUCTURE REFRIERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBGR'ITH EDITION (2020) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN E, 1/ '-0' 144i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA: 0003326 ll a ILL.) BVHDIV da Lo . ABBOTT PARK LOT# 34 BLK. 7 PROJECT 4181.00 -34071 2KODEu 3EAB "1504-ALLEX" GARAGE MINTMG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXPXJ 17 241 DA I'. 06/14/21 SCALE: 1/4"=1'-0" S113cET M1 2X4 TOP PLATE 9 5/6' OR 5 PER,FRL � 1/2' DRYWALL 3/6, TOP PU Y7 CNANJEL (25 CORD! ltAD PRE-FAB TRJBS GA) W THIaC a SOOT sfw nm�W. vole IR' CLG- BOARD r'ORnA D cOOdt At I/Y DRYWALL oM�rLT to 3 5/6' OR 5 3/6' METAL. STUDS rtAaCeelY AaLLAOM 70 pLL STUDS IN 24' = 20 GA METAL TO BE 5' DIA. SLEEVE, PARTITIONS SUPPORTING INSTALLED N WALLS DO NOT CUT AF"MWAL Rom. W' DRYWALL WALL HUNG PLUMBING RECEIVM UPPER/ LOWER 3 5n' OR 5 MBAR ''�'°AL CABINETS AND TUB/BFOWER 25 ", BOTTOM lA 1loD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL GA METAL TO BE INSTALLED GµAN -L (25 IPE tllATNDe eT LONGWOOD, FL 32750 CABINETS SHALL BE NOT IN ALL OTHER WALL6. STUDS Gq) SECURED Le! Ate„ e" PH: 407-774-6078 TO BE SPACED 1r' o.C. AT 2ND BOND BEAM O NOT CUT r ne ravt rox sAs Le. TO CONC COMMA".' FAX: 407-774-4078 LESS THAN 2xd, WHERE FLOOR WALLS AD�ACENr To FLOOR 11U 3/4' SOLID GROUT THE BOND �OOM_ iR ic°a�uaats www.abdesigngroup.com SPACED NOT MORE STAIR WALE L TILE F uxo we WOOD WAYS roe SECURE BT. 2X4 WOOD PM 1 TO W/ (1i- 5 BEAM FAWOOD to AA #: 0003325 PLATE To SLAB 6TUD8024' THAN 16' OC. OR NOT WOOD FLOOR (2) COURSE - REBARS * 4 LV•a7!!L o Ao oaoR W/ Wd MASONRY or_ LESS THAN 2xb, WHERE W/ 1/4' WOOD _ _ AFl9e?/AL RM VERTICAL 7RAtIC 6Y Ot"I" NAIL • 32' OC. SPACED NOT MORE WOOD BASEBOARD SCREW .wr a ro 'Lm MAX THAN 24' O.C. `..:: Truac DRACKMw PRODUCT Roan . SLAB ALAITRDV O. ®-® FINISH FLOOR FIN. FLR 1—STORY TYP. INT. WALL za PIPE THROUGH BOND BEAM z GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL NON—BRG. 1A METAL STUDS (NON—BRG.) D1 WALE:3/4'el'-0' """ "`° D1 SCALE: 1I/2'=I'-0' D1 SCALE, S/4'.I'-O' D1 SCALE: 3/4'.P-V FIBERGLASS SHINGLES FIBERGLASS 844INr i ES 2X4 OFF 24' OjC. MAX WITH UNDERLAYhENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBGR S"A. FIBERGLASS SHINGLES AS PER FOCR 905.1.E • EA. END ROOF SWIEATHIWS ESS AS PER WITH UNDERLAYMENT ROOF BFEATNNG 2x BLOCKING BETUM TRUSSES SHEET SNL THICKNESS AS PER FIBERGLAS9 $HINGLEB PER STRUCTURAL DETAILS WITH LNDERLAYMENT AS PER FB TW 90b.1.1. SECURED PER ROOF BHEATHNG SHEET SNL SECURED PER FASTENER SCFEDW.E AS PER FBCR 905.L1. THICl<N 8 AS PER FASTENER SCHEDULE ROOF SHEATHNG $FEET $NI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGFITS SHEET SNL SECURED /6' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HrSH V e' SCHEDULE STRENGTH CLG. 2x FASCIA PER M PRE-ENG LLD. TRUSS 2x FASCIA PER rn BOARD ELEVATIONS O. ELEVATIONS UJI FIL STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT CONT. 2x RAT RN SECURED PER O PIE= ' INSULATION R-VALLES 1E IS I'I�- ' � WALL SHEATHINO THIC101E88 AS R STRUCTURAL DETAILS WALL SHEATHING = REFERENCE STRUCTURAL SHEET SNL SECURE PER 8EE "WAY CODE FORMS FOR THICKNESS AS R MTL. DRIP EDGE MTL_ DRIP EDGE FASTENER SC44EDLLE INSULATION R-VALUES SHEET SNI. SECURE PERm. PER ELEVATION ON 6HMT 8N1 PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER TYP 2x FASCIA PER EE ON BFt SNL ELEvATIONO O.N. ELEVATIONS 5/8' GYPSUM BOARD OR IR' VENTED SOFFIT R-4.1 Nr L.ATION PRE-ENG CABLE TRU88 Mr-44 STRENGTH CLG. BOARD TRUSS WINDOW ATTACFFETJT VENTED SOFFIT WEEP BGREED WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTUTAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES WE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. IR' THICK 2 COAT PORTLAND + Ix2 P.T. PURRING i` 6' CMU CEMENT PLASTER APPLIED ,Or- 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRYCMU 1/2' THICK, 2 COAT /2' GYP. ILL..90 ' CEMENT PLASTER APPLIED 1/2' GYP. Um BD. PORTLAND WOOD DIRECTLY TO MASONRY WOOD BASE APPI APPLIED BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ _ 0'-0' FIN. FLR 0'-0' FR FLR 0'-0' FIN. PLR.a.. a . $ cm ,, ' ' '. ' • ROOF SHEATHING THICKNESS IS ROOF SHEATHINGTHICKNESS IS . ENGINEERED PER ASCE 1-1b IN aENGINEERED PER AWE 1-I6 IN , ACCORDANCE WITH FBCR 2020 L-1 ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 AND 16099.1. AND 16095.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B ti n NO OPENING NOlm. NO OPENING NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE Stnmrv. Ae LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJIDCT* 04181.000-34071 MODEL: 3EAB "1504- ALLEX" GAP-%G= 111WING: LEFT PAGZ: DETAILS 160 MPH W. r4-'\1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 9/4'.r-® UNDERLAYMENT IN ACCORDANCE �1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.I.I.I OF THE FBCRTHE 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 Al r1 TYPE 11 OR ASTM 0486S TYPE I I I TYPE 11 OR ASTM D4869 TYPE I I I ' Y L OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A NO DRINT w08/14/21 eCALM: 1/4"=1'-0" 8iiffim r D1 Tole 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (V V2' X 6' J-BOLT WV 4' MIN. EMBEDMENT WV 2' X 2' X VS' WA6HER 4 NUT OR W/ (2) V2' X 6' ANCHOR DOLTS W/ 4' MN M'MMMNENT WV 2' X 2' X V6' WASFBR 4 NUT-. ® V4' TAI'COINS I V2' BBED. 6' OC. WEND DIST. I W, EDGE DIET. E 2XN, AAlRdf1! DOOR dICK SECURED WV (6) V2' X W 6' J-8OLT OR A140R DOLTS, WV 4' MN E'BQIX'BIT, WV 2- X 2' X VS' WASHER 4 NUT. (U WITHIN S' OF TOP (1) WITHIN N OF THE BTM, ® (')EVENLY SPACED. NOTE& ALL ANCHORS SNAIL BE IN ACCORDANCE TO MANLFACTUROM INSTALLATION INSTRUCTIONS WHERE SUCW INSTRUCTIONS ARE MORE STRMOENT GARAGE DOOR /TNBUCK ATTACHMENT 02 4 1A . 6' cm v2' DIRYW:AI.L bt4 P.T. OR E/4'x4' MN SECURE THIRU FRAME 4 ❑ Iwl EXTEND I-V4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING MN SWANK SUE J48 MN HEAD SUE 3" MN EMBEDMENT 1-V4' WITHIN W OF EACH END DOOR JAMB OR WINDOU 4 IS' Or -MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO FILM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +8/4" OR +5/4" TO +3/ " OR +5/4" s 11IIID011 2X4, m SECURE TO BLOCK UV 3 W TAPCONS MN SHANK SIZE J4S MN HEAD SIZE Al" MN EMBEDMENT I V4') WITHIN E' OF EACH END 4 W OC. MAX SPACING. 2X6, SECURE TO BLOCK WV(2) $/r• TAPCONS MN SHANK 812E J45 MN HEAD SIZE 300 MN EMBEDMENT I VW) 6' CMU WITHIN 6. OF EACH END 4 r' OC. MAX SPACING. IW DRRYWALL 2X& ® ❑ PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' T.APCON& DOOR CASING MN SWANK SIZE .Wb MN HEAD SIZE 300 MN 01090MINT 1 V4') WITHIN N OF EACH @D 4 r' OC. MAX �'�' DOOR JAMB OR WINDOW ATTACH TO 2X PER M/WtAGTREb DETAL& NOTE, SHIM A8 NEEDED TO FtAM JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" n 1/DVD011 TO H +1 1/2" 2X4, m SECURE TO BLOCK W 6/6' TAPCANS (MIN. SWANK SIZE Ja MN. HEAD SIZE J00 MN EMBB*E NT 1 V4') WITHIN 6' OP EACH END 4 W O.C. MAX SPACIN(L 2X6, m eECRE TO BLOCK WK2) 3A6' TAPCONE MN SHALE SIZE J46 MN HEAD SIZE 3" MN EMBEDMENT 1 V41) WITHIN S' OF EACH END 6' CM 4 r• oa MAx SPACING. v2 ORYueALL 2X& ® ❑ VX4' SECURE CK W/(2) S/r' TAPCBLOONS P.T. NAILER MN &MANK 812E .HD 1AW OAD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V41) DOOR CASING WITHIN 6' OF EACH END 4 r' O.O. MAX SPACING. DOOR JAMB opt UANDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/16" r,'JUNDOW TO BLACK +1 15/16" 2" m SECURE TO BLOCK UY 3/16' TAPCONS MIN. SHANK SIZE J4S MN WEAR SIZE 3" MN EMBEDMENT 1 V49 WITHIN 6. OF EACH END 4 r' = MAX SPAWNS. NOTE. STRUCTURAL 2X MST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK T4ROU64 NON-STRUCTURAL UU) W*, TAFCONO 3AW TAPCON MN I-V4' (MN SHANK SIZE .PS viesomew INTO BLOCK MN HEAD 812E J00 MN EMBEDMENT 1 V41) WITHIN 0' OF EACH END 6' CMU 4 IS'Cr- MAX SPACING IR'DRYWALL 2X& COW ❑ SECURE TO BLOCK I'X4' WK2) SAb' TAPCON6 P.T. NAILER MN SWANK SIZE .146 DOOR CASING MN MEAD SIZE 3O0 MN EMBEDMENT 1 V49 WITHIN 6' OP EACH END 4 r' oeM MAx BPAGNVG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SNIT AS DEED TO PMJIMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" y 1fII'IDOII TO BLACK +2 1/4" 2X4. m SECURE TO BLOCK WVU/r' TAPCCM (MN &HANK SIZE .140 MIN. WEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EAC4 END 4 r' OC. MAX SPACING. 2X6, SECURE TO BLOCK LL0(2) 3/16' TAPDON S (MM. SHANK SIZE Wb MN HEAD SIZE 3" MN EMBEDMENT I V49 WITHIN 6' OF EACH END 6' CM1U 4 r' OC. MAX SPACING. V2 DRYWALL 2X& ❑ I'X4• SECURE TO BLOCK WK2) 3/r' TAPCONS P.T. NAILER MN SHANK SIZE .WD DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT I VW WITHIN 6. OF EACH END 4 IS' O.C. MAX SPACMCt DOOR JAMB OR WINDOW ATTA04 TO 2X PER MANFACTRES DETAILS, NOTE, SWIM AS NEEDED TO PMJNMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLACK +3" OwrrNnnTr 'rn rRrnrrc +s" va< m SECURE TO BLOCK W/ SAW TAPCONS MN SHAK SIZE 30 MN HEAD SIZE 300 MN OMBEDMPM 1 V4') WITHIN 6. OP EACH END 4 W OC. MAX SPACING NOTE. STRUCTURAL 2X MIST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK T4R000W NON-67IRUCTURA. UW2) S/r' TAFCONS 3/I6' TAPCON MN I-V4' MN SPANK SIZE J48 EMBEDMENT INTO OI.00K MN HEAD 812E 300 MN EPMM[DMEIJT I V49 WITW6N S' a EACH END 6, cm 4 W OC. MAX SPACING V2' DRYWALL 2X& = ❑ PSECURE' SECURE TO BLOCK P.T. NAILER WI(2) 3/16' TAPO" DOOR CASING MN OWANK SIZE .HD MN WEAR 6121 340 MN EMBEDMENT 1V I) WITHIN 6.OP EACH END ME'BEIR WK2>Qa WITHIN 4 IS' O):. MAX SPACING DOOR JAI"B OR WINDOW ATTACH TO 2X PER NOTE. SWIM AS TEEDED TO PLUME MANUFACTURES DETAILS, JAMIB (DO NOT EXCEED W)DOOR JAMB TO BLOCK +3" OTIIrTNnnw TO wrnrrr +n• 2ND 2X SECURE TO STRUCTURAL 6• OF EACH END 4 6' TO 6' OC. MAX 2" m SECURE TO BLOCK WV V4' TAIPCONS MN SHAK SIZE J4S MIN HEAD SIZE J00 MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 r' OC. MAX SPACING. 2X6. SECURE TO BLOCK WL(2) 114• TAP ONS MN SWANK SIZE .H/8 MN HEAD SIZE 900 MN EMBEDMENT 1 V4') WITHIN 6' OP EACH END 4 r' OC. MAX SPACING. 2X& COO 61ORE TO BLOCK W/(2) V4' TAPCCN6 MN OR" SIZE .145 MN HEAD 812E 300 MN EMBEDMENT 1 1/4') WITHIN E' OF EACH END 4 r' O.C. MAX SPACING 6' cm ❑ V2' DRYWALL 1'X4' P.T. NAILER 1/16' DAP, X 4' MK �- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER M ~AGTUREE DETAIL& NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/18" v A TO BLACK +3 7/18" 2X4. m SECURE TO BLOCK W/ V4' TAPCONS MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 6' CF EACH END 4 r' OC. MAX SPANN& 2x6, m SECURE TO BLOCK WK2) LAW TAPCON6 MN 6HANK SIZE .148 MN HEAD SIZE 300 MN EASEMENT I VW) WITHIN W OF EACH END 4 r' OG MAX SPACING. 2X6, 01010 &FETE TO BLOCK WK2)VW TAPCONS, MN &HANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN W OF EACH END 4 10' O.C. MAX SPACM NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 soculwED THROUGH NON-STRUCTURAL 3/6' TAPCON MN I-V4' 110110e0MENT INTO BOCK LY 6' cm 1/2'DRYWALL PX4' P.T. NAIL] I' P.T. X 4' MN l- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTRES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" `ems ■ TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 =1 BUDDIV. L: ABBOTT PARK LOT# 34 BLK7 PltOJEOT# 04181,000-34071 LNLODEIa 3EAB "1504-ALLE)C' GARAGE AWING: LEFT PAGE: DETAILS %16YVH W. C 17 08/14/21 SCALE: 1/4"=1'-O" 91iEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.2 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/28/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2D38 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/ZD28 2395S.1 THERMA-TRU EXT. DOORS 6'•S" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/32/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2D21 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITIONS BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407.774-8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h r Ali 5 NUBEI \►. & LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 1RODEL: 3EAB "1504-ALLEX" GARAGE 8WING: LEFT PAGE: PRODUCT APPROVAL LISTING 16 H EV, C 17 1 SCALE: 1/4"=1'-0- 1 D3 PIlopopo'ED CONTISOL JOIN FLANGE OF C0NTWDL JOINTS Tf� pE WIRED TIED TO LATH • 6' O.C. MAX fViiiiii NaM, DO NOT FASTEN CONTROL JOINT TO WALL EV@t P 67110 EXISTS SEYOFD EXCEPT STAPLES V 6XKAY ME USM TO E2 CO TIWL JOIN 7BMP. DURINS INSTALLATION —� FASTENERS TO SE SPACED-7 • 1. = MAX VERnCALLY / �3 COAT CRIENT ails LAYM Q. POWWOW / SULLOM PAPER APPROVED METAL LATH PA6Tli8D 0T' (VM.) OA MAX AT 6UF'PO" WPM LAYER el, 6TUCC0 WRAP WOOD BFEATFIIN6 iVNERE LATH SHALL W t.ONTPEIOlS JOINTS E JOINTS SUT Px STOPPm TIED AT EACH SIDE. PIbNDE 2X4 SLOt�N6 PER ASTM .3 PLACED PLAT MAX 6' TO V FTIOH CONTROL. JOIN WEN \ CONTROL JOIN FALLS ON L PMTMM FOR LATH TO SE NAIL6 OR\ STNICTR/1L STI1D STAMM IN COMPLIANCE Iw A6TM C1063 7. WIRE TIES TO SE (PLO. 0) oO4%' WPM 3. SLOCKMD 6FIOW MAY BE IN ADDITION \ TO WALL STUDS PELIIRED PER PLAN O"M" TYPE CONTROL JOINT OL Pa.p N1Y0 • PL A OLIP"Nl~ R.A L r#Y6 . PL S L CISA1a • R. O Ol Pa.D NYMO • PL A P�a.D w O ® l Pa.D NYaI� • rL A L CYA AQ • lay. 6 a CRY6. R.0 ♦ POLD Fr. a Ovals Ft. • TILL far.0 TOYGN 110"C M n.ANW r6 tV*, .DrroM "-AN= UKTM WIRT @EAL. raa, UQ ma art. .» d¢� APPI!)v!D DIIILDINI3 WRAP fill BE LAPPED A MINIMUM OF W • VERTICAL LAPS (IEOLL ENDS) 4 6' • HMZOHTAL LAPS. ALL 6EN'1S NEED TO ON TAPED WITH POEnn 6PEEATFINO TAPE / / r nna Lor • o-era. un+ \ \ LATH VERTICAL LAP TO BE I' ITT FETAL LATH WIl6 LAY®E'I, STUCCO WRAP aMs LAYER 9, PORTPISER / \ SUWMG PAPER 2 WALE' 11/2.0.-®' NOEL BIDE LAPS OF MTAL PL.A67M DA60 SHALL SE SECUIOD TO FRAMM MEIMSLRA THEW SHALL EE TED SETUM SUPPORTS WITH OAP415-K (191-MFU WIRE AT INTERVALS NOT MORE THAN 6' (Yl9-M9). A6 PLR ASTM C1063. ® KICKOUT 1� PANS OF WM IN"pDLA1T"' Tom'" DETAIL MAY DE PATPNED W4�0M ~ TAPE PER M411" SPEC. OR ('ELL. 4 STIOC � I a s tlQIIi a1TALL KlafaR ILAMaid AT CTTCM Q' ItlOP YWJ. NI�llaCtl01� S7u= ��3 COAT CEMENT FETAL LATN UM LAYER 4, PORTIRSER SUILOMBi PAPER OW-41WNM - INSTALL MOTO*" empo; STRAPS, STAMM) ," IEOIIED TO eECI#E FMPE) WIRE TOam LAYM FRWESf 6T1CC0 allAr ells LAYS! -2. powrrmm SULLOM PAFIR !*TAI. LAIN i'P6' SELF-ADFEilM6 MEF'ORME PLA614NG OVER 4'a4' 6WP-ADMERM N MORN E PLAOFiI'ItE OYM APlialli CCNT. SEAR OF SEALANT AIR SECTION ER SECT ON E.I.fi cse of portlanol eammM plaster shall comply with the application requirements of ASTM C 92618b. Inatellation of exterior IetNn9 and freminl shall comply with ASTM C 10a318a, or ASTM 1787. •3.,y 1' OR LESS CUT AND OVERLAP ONE SIDE OPT SELF-ADN RMO PI6'ISRN'E FLA6FIM9 STEP 01 WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRE1 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4' LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -I/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.'1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) or W' • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 bhill a SVBDIV. de LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECTIF 04181.000-34071 MODEIa 3EAB "1504-ALLEX" GARAGE S7►)ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C MSTALL 6' SELF-ADHERMG MEhBRMrE FLASHING OVER TOP, SIDES) AND BOTTOM STUCCO FLANGES OF NON -MOVABLE FINISH FRAME of THE EXNAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION aFr�rreur_e OF FLASHING TO BE. L BOTTOM. 2. SIDES, S. TOP OVER TOP 4 SIDES VENT CAP 16 To eE SET IN BED SELF WOOD SHEATHING F SEALANT AT ASHNG IDES ONLY SEALS 16 TO BE UNIT WRIB LAYER *I, TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. REAGAN BLVD. E-Z BEAD ALL ARouND PREMANUF. DRYER GWOOD, FL32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER a2, FORTIFIBER ri"iRONALD H: 407-774.607E JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF CONT. SEALANT) BUILDING PAPER X 407-7744078 .abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUOCO YCAULKING* • JOINT AA #: 0003325 oN ALL 81DEa . SEALANT • I I ALL TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I I PER SECTION R70 PLASTER LAYER -1, I I Edwlor hO m and olaYnYm STUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster shall comply With the application LAYER Q FORTIFIBER F) B DRYER VENT (BLOCK) LeP scl MID -WALL BUILDING PAPER requirements of ASTM C 926-1 Sb. METAL LATH .IX. 1 r' Installation of euderior lathing and framing g� 1 , ; shall comply with ASTM C 1063-19a, CON6TItllCTION or ASTM 1787. FASTEN TO WOOD 6TRICTLItAL wRB LAIR ^ �,.. 6' SELF-ADHESIVE Stucco WRAP �` FLASHING 6, a u MEMBER. r oa MAX HOODED VENT BUILDING PAPER OVER 'WICK WOOD FRAMED %�t;1ffi L THICK, 3 COAT CEMENT FLASH' r — — — 7 WALL PLASTER METAL LATM _ 1 HORIZONTAL WEEP SCREED WRB LAYER 02, FOR. FIBER PIPE 1NROUGH / BUILDING PAPER WALL FRAME TO FRAMES 61 WIDE E FL SELF WOOD SHEAT14MG IA ASWINIG APPLYING ADWAIV/-.. .\ T\Tl X7-M Tl T7T1l T nn /TT A l!l-I iN iEXLWAM a � h 0 Nil A .-' WOOD SHEATHING I� MEMBRANE FLASHING 6• WIDE STRIP SELF OVER BOX AND OVER APPROVED WRB ADHESIVE FLASHING, CLEAN MPL ASONRY BEFORE APYMG 51EF 01 LAYER 9 51 Z FLASHING ELEC. METER FIEL 1 __- 6TO►a: Vw4wR OVER 6CRAT04 COAT VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED HOUSEWRAP WRB LAY 01, ER BELOW STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT 10 TO INEC. STALLING I G. PRIOR LL NCs EL cur SUCH THAT NO MEMBRANE ENTERS X, TE BO " e ii+ - APPLY 6m MIN GRADE D FELT OVER SELF -ADHERING MEMBRANE FLASHING W TO S NE VENEER METER APPLY TO FADE SELF-ADHERMG (FRAME A E T O BLOCK EDGE NG FLASHIOVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER v2, FORTRBER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON t S I EF *3 61EF #4 DRAINAGE PLANE (WRB BASE SEAANT AT POINT LAYER 01, STUCCO WRAP) THAT E ECL WIRE PENETRATES OEM & LOT ABBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 MODEL: 3EAB "1504- ALLEX" GARAGE XWrNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C WRB LAYER 02 (FORTIRBER - - - • - • - -ELMRIC GGAASTTW3 OVER BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT :.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:: �- STUCCO/ C.V. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x < 1 COAT OF PAINT W/BAG1C- APPLY E-Z BEAD' OVER 60 MIN .:.... SECTION) ROLL PRIOR TO GRADE 'D, FELT -PROVIDE ; • METAL LATH U STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL :• 1 7e WOOD OR �/16' ZIP WALL GOAT LARGER THAN THE ELEC. AND MTEI SECTONIS ® TER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND ,' SELF-ADHESIVE FLASHING - — — — - DlscoNNEcr ^R No I46/14 NOTE. METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O cJ-�- � cJ-r � #� s�� 1/4•=1'-0" R"103.'1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PENETRATION PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLE WA2 WOOD SHEATHING WM LAYER 61, STUCCO WRAP WOOD WRD LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER it HAT CHANNEL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAE. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCROD IWOOD SHEATHING W I5 LAYER M, — f, STUCCO WRAP' - �' THICK 3 COAT CEMENT-' PLASTER 1 - " \ :'SELF-ADH£REING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 01, STUCCO WRAP y; WRB LAYER 4, FORTIFIBER BUILDING PAPER i 6'SELF-ADHERENG LAYER 4, i WRAPPED STUCCO WRAP STU` ,moo • CORNER OFAN CANTILEVER AMIGO AMIii-Walk-,em cueTaM fA6NG BEAD - 1�4' �2 POSITIVE DRAIN ND GAP INFIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nDTL. ® CANT. OA SCALE. 1 1/2'.p-O' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RE61LENT HAT CHIANEL VINYL CASING BEAD S/S' TYPE 'X' DRYWALL W/TEXTIREO 4 PANTED FINISH J' THICK 3 COAT CEMENT PLA67ER VINYL CORNNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W/T'EX•NRED I PANTED FINISH il' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 THICK 3 COAT CEMENT METAL TER LATH WOOD SHEATHING (2) 2xY2 HEADER (6HIOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON -WEEATHER RESISTIVE BARRIER'[ -WEATHER RESISTIVE BARRIER 4 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (6WOiLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION NXT.WOOD FRAIM WALL Sue-FLOM DOCKIM PRE-ONG'D MRS aCAT1lRDAI�tl0M q WFAI"% M=Ti � �3 COAT CEM@n METAL LATH WOOD SWATHN6- (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 ANTILEVER DRIP EDGE 3' X V 26 C.A. GALV. FINISH LAYER l2 LAYER METAL DRIP EDGE FEEL 4 ST SET N FILL BED OF 6' PEEL 4 mal ANT, Al MIN STICK a DRIP SPACE PRIN DRIP EDGE TO FACE TO TREX DECK YW GAP POR BACKER I x'XI'Y1 P.T, OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASHING BEAD WATER FMROOPNG Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL I i BARRIER N STICK) WRAPPED FIRC'7 WEATHER PM16TIVE BALCONY DECK TO BARRIER 4 CANTILEVER W FEEL, 4 STICK . DECK HIM ORAINB, DRIP now OVER DRIP FLOTDOR Ecxw ®® 3' X 3. 26 GA OALV. METAL DRIP EDGE SET N FULL am OF )LU'N SHEATHING WATHER RESISTIVE AR\RIER ol EAT eR RESISTIVE ARRIER 4 SAP. \ 'EEL 4 STICK I lb'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I x' X 3' 26 GA. CaALV. METAL DRIP EDGE SET N FULL DIED OF XV GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL UVTEXTARED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER TREX WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. 11&'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I J9 X 3' 26 GA GALV. METAL DRIP EDGE ED SET N FULL BED OF SEALANT,K' MN. SPACE FROM DRIP WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICIV WRAPPED FROM BALCONY DECK TO CANTILEVER il' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO WOOD OR -1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING vINTL CORNER MEAD J / (SHOWN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP x—x—x—X VINYL CASING 2x FRAMING MEMBER X' GAP FOR Roo 4 SEALANT WATER PROOFING 4L �' 3 COAT CEMENT WOOD SHEATHING FINISH LAYER (2 LAYER LAYER (2 LAYER FEEL 4 STE PLASTER WRB LAYER 4, FORTIFIBER FEEL 4 STICK) WRAPPED FRO BALCONY 3/4 RESILIENT BALCONYNY DFDECK TO 2 Imo, CORNER meeD BUILDING PAPER HAT CHANNEL CANTILEYM CD'IENT FA671MD TO SHEATHING I WRS LAYER 01, i PLASTER ° ^ ` *I' Or- MAX METAL LATH I STUCCO WRAP MIETAL LATH S i WOOD 8R RESISTIVE 6/6' TYPED . DRYWALL WEAKER RESISTIVE WRD LAYER M, THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIFIBER ANTED WR£XTWWED 4 PANTED FINISH BARRIER'[ STUCCO WRAP PLASTER P i ! BUILDING PAPER uEATHER RESISTIVE 3 COAT Tr BARRI R 02 DEN WOOD SHEATHING VSELF-ADHERING ' METAL LATH �IC FLA MEAD ° METAL LATH FLASHING CORNER �' THICK, 3 GOAT CEMENT VINYL CASNo MEAD GAp N Flei n WRB LAYER 4, FORTIFIBER [EXPLODED IEW FOR PLASTER (6HOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DUILDNG PAPER 'I CAP CLARITY) BALCONY DRIP 14A ORNER BEAD ® FRAME DRIP 11 EDGE INSTALLATION \ Ile 2 I/2' Ilk- CORNER 5EAD (FASTENER 4 SPACING 9 I' O.C) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD Ca? BLOCK WINDOW FLANGE sTuccq W UM LAYS BUILDING METAL LA J' THICK, 3 PLASTER ro'SELF-A FLASHING DRIP CL WINDow , 15B CASING BEAD @� WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 y Y 4 svaD:v. as LOT ABBOTT PARK LOT# 34 BLK. 7 11PIROJECT# 04181.000-34071 1, DELa 3EAB "1504-Al=' GARAGE 8lWnfG: LEFT PAGE: WALL ASSEMBLY DETAILS 16 H W. C Yi GAP TYP i' THICK 3 COAT CEMENT WOOD SHEATHING CASTO RIM METAL BEAD LATH ATH LEGEND 1X TRIM MEMBER LAYER P SIDING TITION S STUCCO T STUCCO WRAP O WRB LAYER4, FORTIFIBER DRAINAGE PLANE (WRB STUIRANS WOOD SHEATHING BUILOMG PAPER LAYER "I, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 42, FORTIFIBER WRB LAYER 02 (FORTIFIBER — • — - — - — BUILOING PAPER WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—X—x THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO�uuiA� ��Y�P STUCCO PLASTER BUILDING PAPER WOOD OR -1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING 11 THICK, 3 GOAT CEMENT &' SELi DH R PEEL STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED J' CASING BEAD IIEW PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; -.---------------------------------------------------------------------------------------- -- — DRIP CAP 18 (CROSS SECTION) �' SEALANT PLAB E 3 GOAT CEMENT WINDOW FLANGE UCCAAYWR P / METAL LATH ; VINYL ANGLED °1O°DT1ON I ,I CASING BEAD U,OOD ow"TWINGI , WiB LAYER •1, FORTIFIBER r=:+ i Rive BUILPJN4 PAPER :. . EUTFe lri**TIVE �\ I WINDOW FRAME ,( I \BARRIER -2 / METAL LATH '� ' Ler MINIS � % \� WRB LAYER 01, FORTIFIBER • ` .�3i u'�Tr' REsEA� i� I b' SELLF- ; BUILDING PAPER THICK, 3 COAT CEMENT T'z=; rrj s I MAT ER REeiSTwe PLASTER -'` \ 1 B,a,�ER" E-2 BEAD VINYL CASING STARTER STRIP / \ 't MAT ER RESISTIVE I (W/fib' FLEXIBLE PVC BACKER ROD) &'SELF -ADHERING \ BARRIER FLASHING I I \� r' eELF ADFIEIQrt+s , f. J FLASHING �•: 'E s GAL METAL. i DRIP GAP '�M — r tiAeHERo i WRB LAYER 01, STUCCO WRAP, LUX 6. s� WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE nnh I CA&M\ \ I 6' SELF ADHESIVE FLASHING CASING BEAD ® WINDOW a6R -X 15C (FRAME, W/BAND) / ON WOOD SHEATHING \\ lixo auwuvuuaxlNe 2XFRAMING ; �;� MEMBER DETAIL BELOW EXPLODED i SIDING TO STUCCO FOR CLARITY BLOCK TO FRAME ------------------------------------------- 9 TRANSITION ---------------------------------------------------- )'4' GAP TYP THICK, 3 COAT CEMENT NOTE CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION / SEALANT TO WINDOW METAL LATH ` R103.�.1 / ASTM C-841-14a, MIN. 25 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER 4, FORTIFIBER WRB LAYER AI, LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME WOOD SHEATHING PAPER G STUCCO WRAP WOOD SHEATHING I WRB LAYER °2, FORTIFIBER i �� Tiewtl°N 6' AD EwNc, BUILDING PAPER i 9 WRB LAYER rl, mOOD SFIEAtilEd6 uEA,tNER RESI8INE � UWATHER RESISTIVE THICK, 3 COAT CEMENT : STUCCO WRAP B"'"tlE"" �� "Tc T Iip PLASTER BARREN � elSrnE �� / OF r ABOVE FLAASHIMT� I WRB LAYER 02, FORTIFIBER aDrXtREVEAL ��' '� J a � I VINYL ANGLED i BUILDING PAPER r.,w,- 1bTIVe _ CASING BEAD FLAaNa+S �� /WMATHIER q i STUCCO YWRAP METAL LATH VINYL CASING BEAD i STARTER STOP 'THICK, 3 COAT CEMENT I I Tom" A°"E1O OVER FLANGE STICK (EXPLODED162� VIEW FOR PLASTER j WINDOW FLANGE CLARITY) WI L eEI� MT ER �ISTIV I E-2 13EAD VINYL CASING I 6 TIED OF IP ASHINdWMIR ABOVE I 2X FRAMING (wl%l FLEXIBLE PVC BACKER ROD) , % eem ;�: Y' X r At R 1 MEMBER :uvE• FLEXEaLE F'vc i , uISOD TRM \ -APPLY FULL BED OF SEALANT BETWEEN BACKER ROD) \ / •SELF-ADH[RIN6 i CASING BEAD (9) RAISED 7PKLASWNMM� �y _ \ I ' 1 F`" _ BUILDING WING FLANGE < BUILDING WRAP BAND (FRAME) CS7E+TPLA6IER \I\ OR APPROVED WALANT WRAP 17AIPrASTI*E }' I140"TIVE -- - -- - - ----- SCALE: I I/2'. I'-m' uEATt ER RESISTIVE E-z eEm VrxL aaso� (DING TO STUCCO HINATNER FRAME '�� TO FRAME ®% /� E BEAD WINDOW C AS I N G 19 TRANSITION V H 1441 N. RONALD REAGJIBLVD. LONGWOOD, FL 32PH: 407.774.60FAX 407-77440www.abdesigngrouAA N: 000332 E 6 c ABBOTT PARK LOT# 34 BLK. 7 PROJECT* 04181.000-34071 MODMIA 3EAB "1504—ALLEX" GARAGE EKING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H DR C 17 1 BCAL,E: 1/4-=1'-0" 1 WA4 CARE SHIOULD SE TARN IN KEEPING THE VENT PROPERLY A',S'AND- .NONi IN Y GAL -A o ALIGNED.VENTPIPEISSEALEDIF—R ..NNLINPACE USING I.— NMLS AT EACH —HER. ROOFING I— SH GWAPPUEDTOALLSHNGLEEDGESIEMTHE OUTER EDDE AND AROUND THE ENTIRE PEI—ERAS CUT ENECKVENTOPENI—NTHEROGF SHEATHING. SIZE THE OPENING IN ALUOfmAHICE WTH TIE ftC ENDEDINbEVERE WFATHERCOASTAL CONSTRUCTION MISS. Cl— SHDVM. IN THE EVENT A MECHW—VENT FAN IS USED, 512E THE VENT OPENING IN ACCORDANCE WTN VENT FAN MANUFACTURE'S PIPING CICNECRW I NSTRUCTCNS. DD NOT CM INTO TRUSSES OR RAFTERS N, EN CIRTING THE OPENING IN THE ROOF. FtENIWEINTERFERING SHINGLE NAILS A ND THE �� PERIMETER -THE OPENING SO THAT THE NAILING FIANCE W THE VENTLAYS FLAT -THE ROOF SHEATNNG. sum " THE TOP AND—E FLANGE$ CF THE VENTUP AND UTAER VENT FIANCES TOIAY CN THETHESHFEBOTTOM THE TOP OF THE SHINGLE$. I e}--o� FFF ROOF HOOD VENT DETAIL CUT HouMS1! AT 4M' ANOL MODFIED -I- N HOUINAMA LiWIC NO 67 ` HOUIMb R OVER MEAT OVOR Bo snD WALL STEP 1 AT 00 NOT /EAT. BOTTOM PN STEP 6 Tm-m POLO-1 HOLM 1=P aWA NEOPRENE MOLDED ARWND BASE OF PIPE AND OVER FLANGE ALIGN FLASHMIO WY INT. EDGE OF SILL MO. MECPANICALLT PASIM FAIT® B04M(CAP PALS, STAK") INSTALL DLFONT FLAMING AT" POW HoulMUMM DOWN E TAPE DIAGONAL CUT A AGIIOSS HEAD CP PLUMBING VENT DETAILS BAMaC�ED`PlMdOU F AMMn MATERAL OVER DRIP CAP JOINT (PROTECTO-UIMiP ST•IVA. aF EOUN) STEP 8 ```1Q, WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALD: NTS VALLEY CENTERLINE M WDE VALLEY FLASHING HO FASTNERS WTNN 5p/OR HEAVIERFELT W CENTERLINE XiRA FASTNERSIN UNDERIAYMEM \ 1 II EW OF SWNGIE XTENDENDSNNOLI ASPHALT AT LEAST lY BEYON VALLEY LENTE-E ROOFlFq % CEMENT ' PPE.. C;b►\� If= rPKINI S THMMNTERLI CK RROM VALLEY CENTERLINE ROOF VALLEY DETAIL APTLY ON WU (0 FLUID AP'PLHD FLAMMI9 (LANOO UNTIE-N[AL RGSE OR EOUALA SLOPE NLL TO ON blim L IT IS Ti; CCNTACTORM PIROMNeISILTT TD VERIFY THE C"ATIOLITY OF ALL PRODUCTIll, N=UDIM HOUSEWMA , NIALANTS 4 llLP-ADNMMIO FLANMn MATMAL& UND OMMS CONMTflICTICN 2. MMTALL ALL MATENALS PM naaticnaPOM ultni 1 MCIICATIOIM WgbbkT GRALAMe MAY FACT APM ELY IFNOT bkzmL EAN AND SEAL JAMB TO DILL JOMTS WITH OW IISS FOLLOWING COMPLETION OF EXTERIOR TEE. IT WORK POPAPAIR SCHEME BHOW.N 844ALL DE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRU6ICN WLCW THE WINDOW OPENING REAL INTERIOR PERrETER OF WINDOW WITH SBALAWT 2. FLAMNMIS AT EX70WR UNICIOA AND DOOR OPEOW MALL Na NMTALLED IN ACCORDANCE WTH MAN/ACTUPI IM NMTALLATION RATR)CTICIM AND APPROVED METHOD U CP MC RIMA U N ACCORDANCE WITH RININTRATION MANIAOTWIER'S NOTALLATION AND FLAMMI6 MMTRICTIO& M eEALANTG MAY MALT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCAI.EI NTS 144i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.ab esigngroup.com AA 0: 0003325 Roll BXMDIV. ao LOT ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00 -34071 MoaErl 3EAB "1504- AL=' GARAGE SUING: LEFT PAGE: WALL ASSEMBLY DETAILS 18 H 11 SCALE: 1/4"=1'-0" a MET W45 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1� -1/8' TEXTURED I FINISH * WOOD I `� 2X6 SU6 BAND 1/2' TEXTURED FINISH IS CMU F� METAL FASCIA \� WRAP Ye' FROM "FLAN B STUCCO, 1' FROM WOOD WALL EXTERIOR WALL ` (FRAME OR CMU) NOTE: NOTCH FOR 2X(o SUB BAND ONLY ®ELEVATION ®FLAN A -1/e' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 42, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ` ROOF DECK (BEYOND) DRIP EDGE, V OFF WALL NOT INTO STUCCO) I1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH o CMU 2x6 SUB -BAND W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND UJM'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 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 xl x x x x x x x x �x �K x x x . SUB BAND DETAIL ® WALL W/KICK—OUT J'9E OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND IJJA¢'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 lama o a 8V8DIV Ae LOT ABBOT#T PARK BLK. 74 PROJECT 04181.000*--34071 IW ) r� 3EAB "1504— ALLEX" GARAGE l91►ING: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160zllRH EXP C 11 N n TE 06/14/21 SCALE: 1/4"=l'-0" "IME� VdT T A6 FOUNDATION NOTES SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS GENERAL 3 1/2" 1—*I.—I.40VER 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 6" - (1) 's TE-2 12" SEE PLAN 10" - (2) #5's FM-12x18 12" CONTINUOUS 19, - O W5. FMC-1208 1T CONTINUOUS 18" - (2)#5's VARIES F1-24x24 24" 24" 17, (2) *5'. (2) #6s - '-4' '? FM-12X18 r Ell 1111111111 Hill III 11111111111111711 111111 11111 IIIIIIIIIIIIIH r1i lill I IIII II 1111171111111111111111111111111111 11111m Ell 11 FM-12X18 y ----------- -------------- FM-12X18 — — �ao 0 EXTEND '' SLAB 1 1/2" 0-0 I � 'PE�R T. , GONG. — — — — — -31 OF 2 L a o �F FM-12X18 Y a o 44,-10„ b � LL 4" CONC. I � -> SLAB to Io -TE-2 - 3 SLOPE 1/8" I I PER —FT - SLAB F I 5 1/T FMC-12X18 w� I 11 .� - `` 4" PVC CHASE FM-12818 �y- - �-� ' I 5 N I 1. SLOPE 2") I 1 IAI 1. bD b NI N II io bi I SI - 1 A 4 i 2 SLAB FM-12X78 _ _ _ _ _ _ J _ _ _ FMC-12X18 _ _ 4" CONC.— I I. 7'-4" O.C. MAX SLAB TYP. U.N.O. 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+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDONDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.E11NDICATES #5 BAR, MINDICATES #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 (05 = 30", #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: 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 W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 S 9XMDM & LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00 -34071 MODEL 3EAB "1504-ALLE3(' GARAGE 91RNG: LEFT PAGE: FOUNDATION PLAN 160 A EXP. C 7 202 SCALE: 1/4-=1"-0" 1 141411 MIN- EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i_ STEEL REINFORCING IN GROUTED 3 CELL SEE PLAN FOR SIZE AND_T. t—I:— CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ SPACING REQUIREMENTSGARAGE DOOR RECESS w • rMI > { �W e 8"CMU WALL b �, 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I I' a +- 0'-0" +-0'-0" IN FOUNDATION WITH 30" LEG EACH • •O WAY AT ALL CHANGES IN DIRECTIONS y h TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS - •. • MATCH AMOUNT OF CONTINUOUS BARS �I� CURB FOR • .f SEE SLAB SCHEDULE -VARIES•I : �— SEE SLAB SCHEDULE TOP OF GARAGE u I� •'"P. CONTINUOUS STEEL MONOLITHIC MASONRY N / UNITS SET a BAR SIZE 48 BAR DIA. EXT, PORCH SLAB A 4" CHAMFER (1STORY) W/ 12 ISOLATION 18" EXT. PORCH SLAB I" 4" CHAMFER (I -STORY) FOOTING REINFORCEMENT SEE SCHEDULE Tb, AT ELEV: O1�p 6" CHAMFER (2-STORY) JOINT (WHERE � #4 24" W/ 12" ISOLATION l , . � �� 6"CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30" JOINT �. APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WHO, BAR SIZE AND BAR QUANTITY #6 36 FOR BAR SIZE 3 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }., AND BAR QUANTITY BAR NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 4T H EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 q G SCALE:3/4'=1'-0" @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE 314"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU ON Wl 16d MBTM. o NAIILLS, 2-ROW , 4" O CVERIFY HEIGHT ma g 114 REBAR 024" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP ?' I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'X9" WEDGE ANCHOR W/ 2' ' a y SECURED W/ 2- PART EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/7' EMBED. MIN. 16' OC 7' CAPPED GALVANIZED PIPE 5 c ¢ 8", UNO SIMPSON SPH4 OR SPH6 MAX • �. n• 4.W/FLANGE ®BASE r FOLLOW ALL MANF, BTM AND TOP PLATE ti I § 4" CONC., REINF. Wl SPECIFICATIONS FOR i ANCHORS W/ 10d x 1 12" M1 'x6" #10 W WM ON � • § I USE AND COMMON NAILS FILL ALL IL POLY ETHYLENE M PREPARATION OF g 4 4. HOLES, DO NOT USE 10d Q w VAPOR BARRIER ON � HOLE. x 3" rc SEE SLAB SCHEDULE WELL -COMPACTED SECURE FLANGE TO > CLEAN FILL TERMITE SLAB W/(4)1/4"X 21/4" p } +-0'-0" if � TREATMENT SHALL BE TAP CONS °t PO TOP OF SLAB : � •. 4 S' BORA-CARE .u.. If ., .. . ' .�� (2) CONT. #4 REBAR 4" CHAMFER (15TORY) 4.�� ♦ � . f 6"CHAMFER (2-STORY) t (2) #5 REBAR ON CHAIRS 44, 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% e0. EQ. SEE SCHEDULE FOR BAR SIZE VIRGIN OR ENGINEERED SOIL a COMPACTED SOIL AND BAR QUANTITY MR SLAB HEIGHT LESS THAN 3'6" H PER PUN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 7 SCALE: 3/4"=,'-0" C 5 c 6 (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:3/4"=1' Y' 6QALE:3/4"=,'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' —�+ NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" OC BTM, VERIFY HEIGHT 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 WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE E PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/tOd MASONRY BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WlIDd MASONRY NAIL NAIL 16" O!C STAGGERED. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. � D ADDITIONAL METAL ADDITIONAL METAL -IfIFCONNECTORS as CONNECTORS NOT NOT 0. REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE +-0'-0" 8"CMU FILLED CELL (TYP.) b TOP OF SLAB�0" SEE SLAB SCHEDULE +_ 0.-0.. �, 2X WALL FRAMING TOP OF SLAB +-0'-0" SEE SLAB SCHEDULE 12" DIA. SIMPSON STS2 BOLTS 5" TOP OF SLAB ♦' .• MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • !8� •2 CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX 4 .•. POURED MONOLITHICALLY WITH �! FOUNDATION AND SLAB • SEE SCHEDULE BE SCHEDULE FOR WKD, BAR SIZE FOR MD, BAR SIZE EQ, EQ. SEE SCHEDULE AND BAR QUANTITY ./ AND BAR QUANTITY FOR MD, BAR SIZE /AL AND BAR QUANTITY 1 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALLCOMBINED EXTERIOR MONO- �' INTERIOR FRAME BRIG WALL WALL TO 8 9 AND COL. PAD BQALE: 31"""'�" (NO UPLIFT) SCALE:3/4'=1'-0" (NO UPLIFT) Clo_�FOOTING SCALE: BLOCK WALL CONNECTION SCALE: 3/4 =1'-0" L441 N. RONALD REAGAN BL LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com AA B: 0003325 O susDIV. ae LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00- 34071 MODEL 3EAB "1504— ALLE)' GARAGE 87PING: LEFT PAGE: DETAILS 1 H FAC PAVERS TOP OF SLAB 'ri rri riG rGGri: �rr�rr�rr�rr��r�%rr�SEE SCHEDULE TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/7'=l'-0" LAP TOP PLATE A MIN. OF 49' —�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE ,/7'x9" WEDGE ANCHOR W/7 WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 0 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3' rSEE SLAB SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE 3/4"=,'-0' (W/ UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS MIN. 10' READ WH1" OSE 1 Z 8" CMU WALL #4 REBAR (TYP.) D'-0" w F u �— TOP OF SLAB iS " SEE SLAB SCHEDULE � ill, RADIUS OR CHAMFER 4 EQ. EQ. SEE SCHEDULE FOR W%D, BAR SIZE AND BAR QUANTITY 2 EXTERIOR STAIR DETAIL q INTERIOR CURB FOUNDATION CMU WALL STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND dd S� SPACING REQUIREMENTS m b s 8" CMU WALL • TOP OF SLAB a "4' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. #3 h . ` d •• "" ' • d i 4 Z. d W/ 1Y7' ISOLATION 6" CHAMFER (25TORY) 18" Q ♦ JOINT(WHERE • #4 24" a a APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE THRU FOOTING i REINFORCEMENT PER SCHEDULE #6 36" #7 qZ.. 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING - SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED SEE PLAN FOR SIZE AND SPACING REQUIREMENTS rCELL SEE SLAB SCHEDULE FOR SEE SCHEDULEBARIZE S BAR AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 r y tt TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK z GROUTED BOND BEAM % f . 4 4 •I .4 o A CLEAN OUT REQUIRED FOR INSPECTION m FIN. FUR. '� ". ;•a ] • TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK �L BAR SIZE 48 BAR DIA77 #3 18" x #4 24" �U #6 30" #7 47' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24'• HORIZONTAUVERTICAL #8 30" REINFORCING; 4z' SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mU �d 0 � s 8"CMU WALL TOP OF SLAB .4 4' TOP OF SLAB • EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (iSTORY) BAR SIZE 48 BAR DIA. #3 18" M $ 4.•^ " ' •4. 4 Z 4 t '• 4 W/ 1/7' ISOLATION 6" CHAMFER (2-STORY) JOINT(WHERE 44 24" APPLICABLE) MATCH STEEL #6 30" 4 , 6" PVC CHASE x REINFORCEMENT h 36 THRU FOOTING PER SCHEDULE #7 4,MATCH 6" PVC CHASE THRU FOOTING STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" nV CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a O DtMDIV. Aa LO P ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00 -34071 HODEIA 3EAB "1504- ALLEX" GARAGE SIM MG: LEFT PAGE: DETAILS 160 MPH E C A 17 2011 PRTNT DATE, 06/14/21 SCALE: 1/4"=V-0" 511=T s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. 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" 0 x 2 7/8" LONG, WITH WASHER 0 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM (Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER; F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c1) SIZE W`xHBTM. REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING Bel I MASONRY 3000 axe (1)k6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 7'-0" � 7 LIFT BEAM PLAN SCALE: 1/4" = V-0" BF16-1T/OM/OBE g 2� ro m o GT GT m oW �. W6 Z�J2 LL N `x oZ m� JU wAft 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngmup.com AA M: 0003326 % r BVHDIv A6 LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 MODEM 3EAB "1504-ALLE)C' GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %16Q-,MPH . C aA NO DATE: 06/14/21 SCALE: 1/4"=1'-0" 9IFEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP V'xg' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. p4J REINFORCING (1_2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST 7#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" = BOND ,::1#5 CORNER W/ 30" FOR p4E 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •• #5 BAR LAP EACH COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK / n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. / p8g'�� BX16 DEL. BOND TOP OF 2 a BEAM W/ (BOND BAR BOND BEAM / �\OSN EACH COURSE • TOP OF BOND AMJREFERI� • Nip W/ (1) #5 BAR BONDBONDBEAM4" 1�'-TYPICAL F = FILLED W/ GROUT I tNUUNFILLED GROUT SOLID FRNOMINAL LINTEL TOTOP OOFOPENING IH#OF#5'S, IN E BOND BEAM,IFFILLED r#5 BEAM COURSESEE BAR IN BOND BEAM NOTE 5 CASTC0`'�FA®LINTELW/(1)#5 / B L8.8 INTEL �16-1T/1 L MASONRY LENGTH OF BAR e HEIGIHT CORNER # OF #5'S, TOP OPENING-7' IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR2BEAM DESIGNATION BONDBEAM OF TE REINFORCING OF BOND BEAM AND XFXX-IT/OM/O IB NDIC TES ASNGLELBOND BEAM PLACD#51IN LI TEL^ LIN ERL, W/OS ER j'IT THIS INTENTTO IS ENGINEERS PLAN FOR LOTOP AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1 T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN DRIVE P WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' #S BAR BENT AS SHOWN PRE -CAST ff WINDOW SILLSIZE. LOPE EMBEDMENT 2x6 (MIN 2 X 3) 23116 TAPCON OR DRVE PIN (MIN SHANK 145 MIN HEAD SIZE 300 MIN EMBEDMENT ,FROM EACH END 18" D.C. MAX. MIN 1- 4" EMBEDMENT 2X8 (MIN 2 X 3) 23/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING /7116"OSB BOND BEAM EACH CELL HOOKED IN V2X4 18" O.C. MAX. MIN 1-1/4" N MIN. 2-12tl PER BLK. EA. END EMBEDMENT TOP BOND BEAM W/ STANDARD ACIHOOK TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION CMUWALL CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL 3 SCALE: 3/4'=1'-0" 5 SCALE: 3/4"=1'-0 \Nth �L�i PROVIDE 3" DIA. HOLE IN LINTEL 50 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I ,3 SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF II / FILLED CELL BOND. BEAM II I II II I u - II I�8x8 rH— CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 6)SI.NGLE.ItT!�,.LTIPLEOP.ENING.S '-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 , b S b 6 stmnlV. & LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00 -34071 MODELc 3EAB "1504-ALLE)C' GARAGE B'WMG: LEFT PAGE: DETAILS 160 MPH W. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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, 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0%0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENOINEER 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 W FROM THE CENTER OF THE COLUMN. 7'-0" 7'-U' BRACING LQ 20'-0" O.C. MAX BRACING (Q 20'-0" O.C. MAX BRACING 0 20'-0" O.C. MAX ro � y✓� U U U u U U CJ1 — --r —T--r — CA I I p N X p 11 II II N 11 n II 11 11 N N N N 11 q N N 1A I CJ3 ,= a �— I�� I_ I II g q_I_ I I� a .I CJ3 I n a x n n n n n fl n n n N x N p x n N u a CJ5 per= d� - 6 - CJ5 ._ q—ll- 'FT I FT FT N N N N II II 11 I 11 II x It N a a N a q a q a N N a N N 11 I11 I�I 11 11 N II II 11 11 a NN lNMGR IIA Ll LA r .i' I I 61 N N II II B R g q N N B U l a q q n ens 1 n G N q 1; II 11 "� N a N d 11 d 11 N II 11 N N N N N N N N a n tl tl q I RIDGE q l I �J q IpN 11 11� t 111 tl n N x n II x yIpNI II N q 11 N II N N N �qan{ M � pyaX N a N a Qy q N--I--11— II a IDGEI qZ II IIII11 a N n n u n u u N x x n n N a N n N M N a y a JI sue_ N N N u u 11 n a 11 n x 11 it N a q N n a q n a n g l 9 11 u q K4n q I gfN q l NII �la N II N 11II II II 11 11x M N a NCJ5 � II II II N IIa a p N fl tl n N x N n N CJ3 a 1 q A 1 I Q I I I q x 1 ¢ nQ n N CJ'I e 01 1, ' u el 1 U U U 13'-5" FRAMING PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 S f BBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 MODEL• 3EAB "1504—ALLEX" GARAGE NWMG: LEFT PAGE: FRAMING PLAN 160 MPH . C JUN 111 P021 AR D`AYN,�' 08/14/21 SCALE: 1/4"=1'-0" SHEET s3 {l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) :-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U,2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 OUTER 113 ( SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE >5/6' —HOLE DIAMETER <2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS EDGE >5/6' HOLE DIAMETER < 3/5•D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA '' 1/ " SEE ARCHITECTURAL qR. 2x SECURED W/ (3)16tl GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND GALV COMMON NAILS BEAM 17, O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#27'x4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. .A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)1}' x 5" TITEN HD TO CMU AND (12) SDS }" x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) BOB *'x 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }'x 5"TITEN HO TO CMU AND (18) SOS *'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTORS) BD L 3,4"=,'-0" 6'-0 MAX (WHX4I OR 10'-0" MAX (.1,) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3l4"=1'-0" lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES IX4 BTM. CHORD BRACING 6-0" O/C SEND WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30.4' (1) "X" BRACE 30'-1" TO 60'-0 (3)'W' BRACE (1) W- BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER—_-, TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" • 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngoup.com AA #: 0003325 m o W�U BVHDM & LOT: ABBOTT PARK LOT# 341 7 PROJECT 04181.006 34071 MODEL4 3EAB "1504—ALLEX" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) C 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE£NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRUBB TO TOP PLATE 5/9" GYPSUM BOARD OR 1/2' HIGH W/ 1/Z' DIA. ANCHOR BOLT W/ Z' A - SIMPSON MTS12 STRENGTH Cl-G. 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 3Z' OC MAX. B - (2) SIMPSON MY812 DOUBLE 70P PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •o• PROVIDE BLOCKING • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. o CONT. 2x4 SECURED W/ (2)10d's C EACH AND TOP PLATE ANCHORS W/ 1ILx11/2"COMMON NAILS FILL ALL HOLES, DO NOT USE SECURE BT. PLATE TO SLAB W/ 129c9" WEDGE ANCHOR W/2" ^ 1 �I II\I /. V 111 YY TRUSS TO BE INSTALLED@VY-WO.C. MAX. 10dx3" WASHER SET IN HIGH STRENGTH 5-12" EMBED. MIN. 16' POST CONNECTIONEPDXY SSSTIRUSS/WOOD OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TRU86 POltf OgNEOrION SCALE: 3/4"=1'-0" • 'a 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 VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 21C' SDS TO POST TRUSS CONNECTION L.B.W. PMTO&M CON,, 9a gb SCALE: 3/4"=1'4' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <UA,565 W/ 5/&' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-77A4078 www.abdeslgngroup.com L AA #: 0003325 J ' o BtmDrv. da w1r. ABBOTT PARK LOT# 34 BLK. 7 PROJECT 04181.00 —34071 MODE71 3EAB "1504— ALLEY' GARAGE BVWG: LEFT PAGE: DETAILS 160 H E 212021 DAB 06/14/21 SCALE: 1/4"=1'-0' BI3EET S3.1B ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70,50) ZONE 2e : 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 2T = 69.80 PSF (79,80) "A"= 4'HO" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DMIPHIMOM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (401 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 2x48 OCKING ALL PANEL JOINTS W/IN L 4 OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0,131 F1667 SC SHANK 170,000 RING (16-20 RINGS RSRS-03 Btl RING SHANK, 23/6' 0,113 F1667 SCREW SHANK PERINCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/6' 0.113 F1667 RSRS41 SCREW -NAILS EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd 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 ZONE 1: 10d NALS 0 4" OON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 21 1Od NAILS 0 4" O.0.C.. ON EDGE AND, FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 18 NaM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 So RING SHANK GUN NAILS Q 4' OC. TOPS BOTTOM EDGES Q �N Rio B RAFTER OR TRUSS ROD, SHEATHING --, ■mmmmIt 11 I I I 11 NO..M GABLES -DROP GABLE END S. (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2' DECK SCREWS @ 6'A" O.C. MAX EQGES & 1Z' O.C. M#X IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FSCHN 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 746 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR. LIVE LOAD 40 psf 20 psf TOP CHORD nonconcv-t 10 psf BTM CHORD --Gent DEAD LOAD DEADLOAD 15 pN TOP CHORD 20 psf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY III, LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30p d, STAIRS: 40psf SHOP DRAWING REVIEW: 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 COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW DULL BE RETURNED UNCHECKED, SHOP DRAW NGS 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 DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW 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 RETESTEDAT 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. COMMM' CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB-OGRADE-ORADE 3 000 PS REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACES LAB. CONTRACTOR SHAH SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5".f-PRIOR TO THE ADDITION OF PLASTICIZER ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3VC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WWNDARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31P. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSAN-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE FORM-WOPoC: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING SYP ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED TAD' OC EACH WAY, REBAR SHALL BE ASTM A61 SAMSM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL, SCALE RUST A P E E L, AND US AND LACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR RAVINGS SHOP FOR REVIEW PRIOR T O D R O O FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAPBx BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJE CT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 47' PROVIDE 3W x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JONT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 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 WTH ASTM C478 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 B" 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 A500fA500M GRADE B F = 46 kai. STRUCTURAL PIPE SHALL BE ASTM 53/A53M GRADE TYPE E OR F = C S A DE B Y � � � Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-OFF-THEHNUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CSVCHM OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SRALL BE TIME4TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIMEALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-VY FOR 05 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 14/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATELONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS VVITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION S. 1 TYPE SPACING SITE TYPE SPAONG REMARKS PTFlIRRINGTO CASEIWRGENEDCOL GARAOEDOOHWG( 1N•D0. TAPCON MASONiY rz' EM... P END DST., /CONC. NNL I III LONG. SQC TO MASONriIWNC. NG14 ES FASTENER SOC rz'EDGE.. ALT CASE HARDENEDOUII YOC WINDOWIOOORI FASTENED GMAOE DOOR &1Cl( SN DA OR 8.OIC 1-1A) EMaEO. 4•E-..T., SEENOS NNLI III LONG. STAGGERED TO MASONRYIWNC. R'M AY WASHED E%PPNSCN BOLT O,C U"DA) I-EDGE .I- BUG( . PT, SEENOTES CASEHARDENEDCOIL NNL111YLONG. S"DID STAGGERED WINDOWICOOPoFASTENED INTo MASONRYIWNO. METAL STRAP TO MasoNRvrconc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT NG DOOR S.A.PT,SEENDTES (]Iy14DIa NDWASHER "TAPCON' FAST- IS OC IIIEMSED, S-END DST.,I III EDGE DST NGNAEANNGWOOD WALLTOCONC. SLAB Irz"- EXPANSION 4'EMBED. 4'EIO W/WASHER BOLT l4 OC .3•EWEgST. 2vT TWNOOWeUO( 0.138•PAFS]tR' B"OIC a•END. OST..112 P OSNGTE. .SEE WASHER STAGGERED EDGEDSTWM 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 DUN 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 SMALL BE AS DUDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTHA W000 DOOR FRAME. ix MEMBERS ARE NAILED AND MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. •1 N. RONALD REAGAN BT LONGWOOD, FL 327E10 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 W Y tt S jjjlll��fffjj a p BUDDrw. at LOT: ABBOTT PARK LOT 34 BLK. 7 PROJECT 04181.000 34071 �[ODEXA 3EAB "1504-ALLE)C' GARAGE 81TMG: LEFT PAGE: DETAILS 16 H E 1 8CALE: 1/4 1'-0"' 1 S N1 TYP. EXT. SHEATHING ATTACHMENT - ■ r10 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED I SOFFIT 1Q THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA- I� �J-CHA —0iI 8" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED (dJ- 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT 8.. WOOD BATTEN 10 -STAPLES INSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 8" MAX -c4 Ia— DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT--- i 30 J-CHANNEL a" A 1'1CTA 11 C Da"3■TIMAKI\1-yIR TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L=ie_ SEE DETAIL'A'---' SEE DETAIL'E" EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END 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. 1X2 WOOD BATTEN 11 ��OFFIT@ "J-CHANNEL O DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER rTRUSS/JOI LOCATION NOT TO / BY OTHER EXCEED 24" O.C. INTO OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 EAVE WIDTH �—EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) "—CONCRETE; OFFIT� CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END Q S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) /—CONCRETE/CMU OR WOOD (NOTE 1) O J-CHANNEL— 8., DETAIL C J-CHANNEL 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7� WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. DEij DETAIL A 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.7748078 FAX: 407-7744078 www.abdesigngmup.com AA N: 0003326 Y SVHaIv as LOT: ABBOTT PARK LOT# 34 BLK. 7 PROJECT# 04181.000-34071 1[ODEL: 3EAB "1504— AUEX" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 16VWH EXR. JU DA06/14/21 SCALE: 1/4"=f-0" 81421= SDI III -z", L--, a a