Loading...
HomeMy WebLinkAbout7863 Sail Clover Ln99 1 82'8-4EBB-CAL1991 H O M E S 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 mmmmN ALL WORK SP t'�'_.t. ;ClE1I Lv vv r� i RRE AILIN rHsG AND THE CITT 0} ORDINANCES REVIEW D,'\TI CITY OF ZEPHYRHIL PLAN EXAMINER ' STATE OF FLORIDA CERTIFIED BUILDING' CONTRACTOR: L DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pW=i BUM= CM, 71g ZDf= ypgD ••*' IM'* RAM COM Y4 3MM•Y OlAl1 WY6l 'OCCUPANCY — REMDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB M. INMOR FBQSN — CUSS B -BASIC WIIiD sPBBD - Vult=180 YPH Vesd=124 MPH •EMSURE - C -2 SSTORY RESIDENCE - YA7{, HOMIT AS PER LO AND STATE CODES ABV. AD ALT. AMP AMP. B. CL CAB CLG. CLR CONC. CPT. C.T. DBL. D. D.G. DIA DIM, DISP. OR n S. DTL. D.W. EA. ELEV. EEXXH. EXT. F.G.iFX. F.Q. FLR FLUOR. FR, OR. PTO. GA, OAR. DISP. Q.FA. GL. GYP. BD. H.B. H.C. HDR HOT. OR HT INSUL. INT. ABOVE MRCONDITIONINGMUM, ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE RYER DDOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EXHAUST EXTERIOR FIXED GLASS FUEL GAS FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. M.C. MIN. MIN. M.T. MTD. MTL N T.S. O.C. PL P.B. PH. p PI,YWD. P. P.T. R. RAD. R.A.G. RM R.O. SC. S.D. S.H. SHTHG. SITWR SIN. SL. STD. L. SWS TEMP. THK. T.O.C. T.O.P. T.OS. TYP. U.N.O. V.P. W W/ WD WOW. wii LAVATORY LUMINOUS MEDICINECABINET MINIMUM TUBER MINIMUM METAL THRESHOLD MOUNTED METAL. NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL ROOM REFRIGERATOR ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR SLIDING STIANDARD DING SS SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION V„�,,,, coaleetED ARCHITECTURAL SHEET DESCRIPTION n ` "ATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El PG PI —PLUMBING PLANCTRICAL K PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG —PRODUCT APPROVAL PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OV" COSRE•ISM 02/2tl16 SRINGELEVATi"ADDED �� CD'8RE-� o4n s4e FO OING REvreaN PER M. MOUEB ObfM COS RE-INUED 02/" A�DOWCW'WMFOOTERATSARAAWPETAIL(FORT MMO) 02/n/15 PLAN T1AlNIENANCE 01ft S WALED LNnL 80 AT FRONT EHTRT DOOR ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROUND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .FT. CALL. S M4AS AODW ADDTn�- REMPTACLE N GARAGE PER WLL MATSON (M.W D ENAC VOLM ON 66PT CALC BaFEDHLE (MTELW LIvNG 028 Sa FT GARAGE 430 Sa FT. ENTRT I6 eaFT. LANAI 08 ea FT. TOTAL 2362 sa FT. g�/g ADDED 1XIERIOR MONO DEEP POOTEW DETAIL 12MA (OBI-) 06/1M ADDED LED L*HT5 0 KITCHEN 4 MATH MR MAW MOUES 01/" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) gLyryg ELEVATION S- SOM-ANM LM( M • 0AIKE ROOF egg APM OPT. W-O' CELNS HEr*n Ovom R>� uw COlNECTORS WTH 8M am CONECTQRB 04/" WOE ENKAVENT RADON PLAN PrOOONS 04/0" OPT. W-0' CA HST: AD= LED LIGHT N FOTER "OSO OPT. V-O' CI.Ca HST. ELEVATION V- REV W W&ff OF ARCHWAY 66(00AO ADDED E LEVAT'h" .L. 4 "'(Oft) STRUCTURAL SHEET # DESCRIPTION OVMO ADDED ELEVATIONS TXi�-T'N'-T'IDL (ORU PG Sl—FOUNDATION PLAN PG SI.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-11FT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNI—DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUII,DER THE BUILDER ASSUMES AM LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of TILE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AM UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUII.DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCMTECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO AM WRITTEN RFI's IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKBS NO RESPONSMn.rrY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RPI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. WMI 20MFWLFDATE a I -1 N. RONALD REAGAN 81 LONG WOOD, FL 32750. PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 41.0003325 atnm & LOT: ABBOTT PARK LOT #20 BLK #7 PROJmCT�v 04181.000-20071 MOD= 4EBB "1828-CALI" GARAGZ 81rING: RIGHT PAGIL COVER SHEET 160 MPH EXP. C RCMJU?� A ABOOCFIACRA� L AR NO 907?9 n5/07/21 /4"=1'-01 GENERAL. NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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. GARAM ANC CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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. omwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 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 Y- 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." 7M 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PL� 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 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 FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. RKTO RMMLLCOVERIM 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 I mmw Ply 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. PILERuwmrCONIIRyc710N 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. 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 000100= 01 ATM CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE WOT A PART OF AB DESIGN GROLP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EKT i 80FFffa i. 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. .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 b b 6 stnWIV. de LOT: ABBOTT PARK LOT #20 BIX #7 PRAJECT 04181.00 20071 MODEL: 4EBB "1828-CALI" GARAGE S1r [go RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 5/07 1 ECALE: 1/4"=1--0" 1 CONTROL DATE: 12/10/20 (RM) GN ,, _ . ,� IIII ■■ ■■IIII " ��� i�� �■■I ��� „� JII ■. ■■ IIII 0'-0' FIN. FLRI,`_ FRONT ELEVATION SCALE: V4 " I'-0 TEXTURED FINISH NOTE, WALL FENESTRATION PLASHMG AS PER POOR R103A m 0'-0' FIN. FLR OFF RIDGE VENT 0'-0FIN. OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 " '-0' TEXTURED FINISH OFF RIDGE VENT OFF R® T AREAOF ATTIC = 2364 SQ FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1131.72SQ.IN. MN. REQLIREDVENTLATION = .SX 1134.72 IN UPPER PORTION OF ATTIC - 567,36 SO, IN. OFF RIDGE VENTILATION AREA - 11SSQIN.PERVENT 567.36 /115 TOTAL It OF VENTS REQUIRED 4,93357 TOTAL*OFVENTSPROVIOED _ 5 .AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO E%TERIOROF WALL, NO OVERHANGS INCLUDED 12 6 Loll- IMMM-11- ME OFF RIDGE VENT - - - - - - - - - - - - - - - - - - - - -- 021 -------------------------- RIGHT ELEVATION ALE, " 11-01 TEXTURED FNIGH REAR ELEVATION 1/• I'-0 Mchmo re '-0. o&-0 --,a,8-0� SRCs.HGL ,�0'-0' FIN. PLR -�Y '-0' FIN. FLR /ram 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.8bdosigngroup.com AA •: 0003326 b b Ip stmDxv ae LOTBBOTT PARK LOT #20 BLK. #7 ROJECT 04181.00 -20071 MODB rl 4EBB "1828—CALI" 4A3RAO>0 >sWI RIGHT PAGE: ELEVATION "Y 160 E . Cl r11177 iing 8/07/21:1/4"=1'-0"2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e OW OUTLET 20 MP I NdLW POLO Rev OUTLET NOV OUTLET to OF OUTLWT Lww TO OUTC44 aw w ffAM PER IlailaUnT 22OoUn.ET (4)O CDMCrM NV RW UK?Mw"OOF OUw MONO FAULT NTlSS►tR# SWATCH 9aATCH a-GIAT orm GLITCH 4-MY OPM ' V LWLI.rrlolddlRD CEILING, LIONT O LED Cw LIGHT ©� LED VAPOR P.M" LOW O VP VAPOR FROOF LMNT O1lCEaam am FAN IoMFMaGPT. 77— 11"I"P Io"Nms&R. FDlIIIIE (aPSOa TWD R ® "a"YRAF AIa ARdIGD ! NO4TJ t' R.Uopmocw 4' R.U011OCMW p r�--�--a-21 4' TROCK LWR Cr PAWL my" own mrm=m MEdR I va.. r WdLL I' omm GMola wrowola 1 ®M SKC momoxm 0lIGOTgt SHALL A M4 Q L NOT GENT T4l4 4' M FONDANT LWINT Ll� T NA,IaNL da4G 011111,1111 jY TGLQ' WM OM w+ LIAR 'AAA Aft *;4 MI = ANY aN 1.O TGLWASM .W= OJ J•GIN ACCORDANCE N ToW WONr AG GUN ROR TO M 811prOla1® N CWLNa MWLtlM ACCOIOMICW W WON MAIM O a" FOR oncn 24' a4.ANoMBCW LIMIT STRF a`.irolvelow LtlNT ow inn® µ, wr-04xTIcBT LW%T stRIP FLDDD LISNT air. a4C4AOV 1xTPAD • FA NtlN-M'TON MR CNRN 11Gi PORT • LOCATION OP TV ACM 4 FsHONE OUT.ETG 4 10,011111 TO M velulq® . NOME.OW♦ER PR-CO&IGTfUCTION FEEM4& • ALL ! 4 W AMR MR,4=4 CIRCUOIG TO i AM PA LT FIRDTC UP PER ELWCTRICAL FRONGIONG OF MM 1TN llDlTleN r2 '�) 4I1C 21OJ! tOT1 �1TId4. • m AI'O• DEDIOAT® LA Jmw CACUT. • d M . INLAND !NOT ON KnIC14Q1 CIRCUIT) • DMNU4aFE! DRCONOC► TO CIE LOCKOUT N PANEL • GA4TWMWM 1004A T PAN TO NAVE MN QWACITT OP • LA NORT ROOM RECEPTACLE SHALL M dNOUD FAULT Coc urr-NTEIVS "M PROYgOTION FOR '4150*2• ON 4 YORRIS P'17r401 MDR METALLIC CANTLE PBa ELECTMICAL PRDVINQM OF 2 TTN ale r2ag01 • ALL OGRE TO COMFLT ON ELEC71lN^AL 1'IR7vMIC/M OF Tia1 /1lOt 1T14 W rNNali • 7i O Ltl&R.N 1•a16T GM! aNWr&V @HCl4T T1PW F4IR CE-ING MM. LIGFIT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \ -------------- ELECTRICAL PLAN /4 • -m OPT. COACH L*W ti FIBW VEIQI T LOC. WP Panel MAIN -A PANEL: 8/18 wp crt. breaker VOLTAGE 120/240 V -1Ph MAIN: 150 Amp M.C.B FEEDER: 3. #1 Cu TFMM & 1- #e Cu (G) in 1 1/2' C. OR 3. #2/0 AL ThWN & 1- 08 Cu (G) in 1 1/2" C. 51. Mal Watts ICk Circus I Wats ft Poi wk. #12 1 20 EYrir nee N GR far 7UG 1200 1 2 #12 2 20 kr1N8m RM 1000 3 4 5 8 53N '0C.U.-1 35 2 Its7 Isp— 8 PANEL - A PANEL: 42 crt breaker VOLTAGE 1201240 V -1 Ph MAIN: 150 Anp M.L.O. FEEDER: 3. #1 Cu TFM#N & 1- #6 Cu (G) in 1 117' C. OR 3- #2/0 AL TFMdN & 1- #8 Cu (G) in 1 1/2" C. mg, Circus CIrmilt wet. Ii mw Pm Wks # 12 1 20 Brimsm 1500 1 2 8900 -,D,ixr Rmae 50 2 #5 012 1 20 Lft—/Hard GF1 1800 J 4 $12 1 20 Sind App4anea 1500 5 8 45M WYr Hntr 25 2 #iD 812 1 20 R*I bt 1500 7 8 # 12 1 20 Lbd Ree clea AFCI 1500 B 10 1200 ow..IGFI 20 1 $12 M2 1 20 90 GPI 1200 11 12 15M Olehwasner OR 20 1 012 014 1 15 F r / FbN / . G & Mir BeN #2 AFCI 900 13 14 5000 Dryer GF1 30 2 #10 014 1 15 1-anodUc0ftAFC1 900 15 18 #14 1 15 NdcMn dONUMhAFC1 _ 9DO 17 18 15M W89W GFl 20 1 1112 #14 1 15 SD&C/OAFCI 900 19 20 1000 Gre 0— Opener OR 20 1 #12 912 / 20 I-,i / Bed #4 / Den AFCI 1200 21 22 1200 Ciro / FArly Its & Rec ba AFCI 27 1 012 23 24 B00 Badman 1 AFCI 15 1 $14 25 28 990 80 1 AFCI 15 1 014 a 27 2-5 sp- 30 1000 Im m catrtls .1,J 2D 1 012 1 a 33 34 e e a so 2 35 AC —I FbYer 5 KVA at 65% 5625 39 b 4/ 42 es Low wtpd 0dinand fictor"law" kw 1 Lmtl bt btlrnwld fack- Mime I Ine Demand a or Calculations: ABBREVIATIONS: AFCI: ARCFALLTCIRCUTINIERRUFrER WC: NDNCONCIDENT L44D ON: GROUNDFAULTINTERRUPTER ThiI 1.d bld Md Wfacia 42700 First 1DOW wads at 100% 1000D Renee9n ..b Y4O% 1308D TceY A/C bed 1 LOAD CALCULATION Ia BAKED ON NC NON -COINCIDENT LOAD TtlelC edetl LaW Watts JJBOB Y a wads/240 Wi tdt.J Ganaral Lighting i taale Load T 1 AC ra FeY 1828 Grlrel 11s & Rac 3W/80, R 5484 !+Nets 1 at e5W/L' Mat IDD% 6 TOW GenerY Ughts &Roc Yls 5549 Ckts# twc T&.I Watts I I I L I I I �a I I � I L I LED LIGHTING ® DOUBLE LAV. BATH 150 AMP ELECTRICAL RISER NOT TO ac" OANIPUL NOTE& A lLE07111tCAl. MAMMA AND NWTALLATIOM 4 LL GOFPLT WIT14 MLEOTItlCAL PROVOI" OF THE FISGO.ON OSDM O. AND ALL LOCAL FORM O. ALL CONDUCTORS WALL E! TYPE 7~1`1aw Ia.LMe NOTED OTHNU ME. Eo AMR W440 VOLT. I I I L I I I LED LIGHTING ® SINGLE LAV. BATH 12 MCVIDS a1aAS CIL TN1N a IU CU N 2• CONDUT OR a CQ'lNATION GWRvm DISCONNECT mancm AND ELECTRIC METER N NMU DR E4C ,06un CANA nam doevim ON B NIdOT1'IEM DONOW2 TERI'INAL AT LOW VOLTAGE CONVICTIONS I a4 CU &0RVICR GRoaO CO444MCMW TO CONCMM 04CASM P007MR STEEL PER ELE0I WAL PRONS10N6 OF THE ARM 11N SA" Du X a R LOM COFFER CLAD dIRpND ROD i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngroup.com AA G: 0003326 rr G IJ IJ evaDlV de LOTc ABBOTT PARK LOT #20 BLK. #7 PROJECT 04181.000 20071 MOD= 4EBB e11828—CALIar OARAOE BWMWO: RIGHT PAQW. ELECTRICAL PLAN 160 VKi EXP. C HVAC NOTES 1. ALL MECHANICAL EQUNn1ENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER M FG REQ UIREI ENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL - OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SIPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOM CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE (SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETLABNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS & ALL HAVE AN APPROVED FIRE OR FIREM1014E DAMPER'S LOCATED AT CEILING OR WALL. PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I'M RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DRIP BOOSTER FAN OR EQUAL. FANTECH DBF DO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LNE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST RAN CEILING EXHAUST FAN 4 LO-IT O/A OUTSIDE AIR o THERMOSTAT ED PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONG. CONDENSER ATTIC W/ (2)-3/161XV TAF'CONS UN SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUMIRETLWN AIR RETURN 4 CONCRETE SLAB SECURE STRAP TO UNIT UV l2J �XI 1/4' SHY. MTL. SCREIU6 SUCTION AND LIQUID AIR SUPPLYREFRIGERANT LINES CONDENSER UNIT AIR HANDLEREXTERIOR CONNECTION TO PAD WALL 3/4' PVC CONDENSATE DRAINLINE NOTE, MAN COND. DRAIN 3/4' DIA OvER HEAD • 12' FROM STRUCTURE EVAR TRAY:�, PVC SLEEVE TO LINES BELOW SLAB IGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VIIECHANICALBLO&COVE FBCR 1TH EDITION (2020) SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR COIhJTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEG nFL00R SLAB CLEAN -OUT (TYPE FM. GRADE OR PAYING SEE SPEC. 1'-S'X6' CONC FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT1 GROUND CLEAN -OUT (T MECHANICAL PLAN 1/ - 1-0 NOTE, ALL MECHANICAL EQUIPhENT SHALL BE METALLED AT OR ABOVE FPS. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407.77"078 FAX 407-774-4078 www.abdaeigagroup.mn AA N: 0003325 m ID n PRINT 5/07121 acAXJ 1/4"=1'-O" ex�2az' M1 2X4 TOP PLATE PER FLFL J. PTA - Y I " TOP DRTIlW.L 9/STOP 8 IR' cWIANNEt (2e PRE-FAB TRUSS GA) coRlR BEAD V!' TMC , 2 COAT r QL m VN CLG. BOARD 1467PUICTUR4L MR - 112' DRYWALL DINICILY TO 9 D/8. OR 8 "' FETAL STUDS l�aKf TAA�P� FILL STUDS IN 24' OL. 20 CIA METAL TO BE Cm.L PARTITIONS SUPPORTING INSTALLED IN 11141S PRoov APPROVAL Rn 14' DRYWALL WALL HUNG PLUMBING I� TJ�UER 262e UPPIOV LOWER s ero' OR a ao w.L FIXTURESMACKINN AND WALL GA. METAL TO BE INSTALLED WS' BOTTOM IBAnaIe srRl• CABINETS SHALL BE NOT IN ALL OTHER W4 LS. eTUDe SEEL CURED L►t TO BE SPACED 16' O.C.AT 2ND �YrrOravtronorLFB LESS THAN 2x4, WHERE TO CONC oNv smeL O°OR� SECURE ST. 2X4 WOOD SPACED NOT MORE STn�u=LISANAN BATHROOM P�� 0 3/4' B » f STUDS •24' THAN 16' O.C. OR, NOT WALLS UI/ TILE FINISH WOOD FLOOR lE000 EAtE BOOD.!Lvu PER W/ 10d MASONRY vc LE35 THAN 7x6, WHERE I W/ V4• u�v0 --- NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW .`... ; AT'F'no/AL Rx�' Bar to wvoT� er oTWEBe MAX THAN 24' O.G. - '�'"qC B» w PRODUCT APPROVAL RBO. SLAB '� RML PLR PINISH FLOOR 1—STORY TYP. INT. WALL 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS TYP. INT. WALL NON— BRG. 1A METAL STUDS NON— BRG. D I SCALE: t 1n'.t'-0' D1 SCALE. 9/a'.i'-®• d� SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGL.ASB SHINGLES 2X4 8PF 24' OTC. MAX WITH UNDERLAYMENT WITH UJDERLAYMENt SECURE W/ r2) Y1d NAILS AS PER FBCR SCS.U. PIBERGLASS SHINGLES AS PER FDGR 4JOS1L • EA ENS ROOF THICKNESSATHING AS PER WITH UVDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES SHEET SNL 6 FIBERGLASS SHINGLES AB F ER FSCR 908.1.E THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER WITH UNDERLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SC-EDULE AS PER FDCR 908.1.1. THICKNESS AS MR ROOF SHEATHING SWEET SNL THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SWEET SNL SECURED /8' GYPSUM FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS M. DRIP EDGE PER FASTENER OR In' HIGH e' 1. SCHEDULE 6TREMGTH CLG 2x FASCIA F'ER MAX PRE-ENG Wfl. TRUSS Ax 2x FASCIA PER H BOARD REFERENCE ELEVATIONS O ELEVATIONS UJI 8 VENTED 80FFI7 PER ELEVATION VENTED BCFFIT SEE ENERGY CODE FORMS FO WALL SHEATHING CONT. 2x RAT RUN SECURED PER O PRE-ENG TRLJ86 INSULATION R-VALUES PRE-� THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING = REFERENCE STRUCTURAL > : SEE "MY CODE FORMS FOR MTL. DRIP EDGE MTL DRIP EDGE 8NL ��� PER INSULATION R-VALUES THICKENS E PER m PER ELEVATION FASTEN ON SHEET SNEI FASTENER SCWEDULE R 2x FASCIA PER TYp 2x FASCIA PER F'ER ELEVATION ELEVATIONS per. ELEVATIONS 8/0' GYPSUM BOARD OR 1/2' VENTED SOFFIT ON SHEET 8NL VENTED SOFFIT R-4U INSULATION PRE-EMG LADLE TRU88 HIGH STRENGTH CLG. BOARD WINDOW ATTACW!'ENT UEEI° SCREED WEEP SCREW SCREW E � SPPER ONS� S STRUCTURAL DETAILS S 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS SVHDIV Sao I.OT REFERENCE WINDOW ATTAC41ENT AS PER ABBOTT PARK STRUCTURAL MANUFACTURES 8PECMICATIONS ' LOT #20 RENCE Ix2 P.T. FURRING STRUGT STRIPS . 24' O.o. - BLK # 7 L-2' T141M 2 COAT PORTLAND Ix2 P.T. FURRING g• qyU C71ENT PLASTER APPLIED BTRJPB 24' Or— PR04 "7T�v 1/1' THICK 2 COAT P'ORTLAND DIRECTLY TO MASONRY In' THICK, 2 COAT in, GYP. WL. BD. 04181.000-20071 CEMENT PLASTER APPLIED ;; in- GYP WL. BD. PORTLAND CEMENT , cm DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE MODE4 EBB DIRECTLY TO MASONRY 0'-0' FIN. mfte 0'-0' PIN. FLA. 0'-01 FM. mpt J. 0'-0' FIN. FLR °1828—CALL" ." • . — GARAGE 8W NG: a,'.. : e. "• ROOF SHEATHING THICKNESS IS �, . e. ROOF SHEATHING THICKNESS IS RIGHT ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a •.: ,.. •" ACCORDANCE WITH FBCR 2020 PAGE: • a' < 1TH EDITION, SECTION R301.13 0 1T44 EDITION, SECTION R301.13 DETAILS AND t609S.t. AND 160S.61 W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION (SHINGLE) NO OPENING NOTE;NO OPENING NOTE METHOD t0 BE USED FOR THE METHOD TO BE USED FOR THE 160H EXF. C 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4',r-o'--ERLAYMENT IN ACCORDANCE D1 SCALE. s/a'.r-o' WITH FBCR 9 UNDERLAYMENT IN ACCORDANCE HE FBCR F WITH BCR SCS.I.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. Nwo Y1 2 DA5/07/21 eCALID: 1/4"=1'-0" slrmw D1 barb IRT. • Ofti'm OF DOOR WEAOM SIOI#!D WV (V 1,12' x r J-BOLT WV 4' MK MION21W WV 2' X 2' X Vr WASIM 4 NUT OR WV (2) V2' X r ANCHOR DOLTS WV 4' MK . ISM INN We 2' x 2' x V6' WA6Wm 4 NWT' El V4' TAI'CCNS 1 V2' EMBED. 8' or, 4- ND DIST, I V2' EDGE Ow. ®i m 1® X 2' X V8' UAGWM 4 N rr. (I)wnwN r O' TOP. (V WTHIN r OP THE BEM, ® (3)EVRNLY SPACED. ml 1®r NOTES. ALL ANCROM SHALL DE N ACCORDANCE TO M NIVACUP1111 N INSTALLATION NSTIOlCTOND WIRE RICH INSTRUCTIONS ARE MORE 671040Ii GARAGE DOOR T BUCK ATTACHMENT / N•.M r Cm v2• DIRYW44N.L Iwo P.T. OR 6/4'X4' MK SECURE TFRU MRAME 4 ❑ I'X4' EXTEND 1-V4' INTO P.T. NAILER BLOC IC IW SAW TAPCONS DOOR CALM (MK SWUNG 812E J46 MK HEAD 612E00 3 MK EMEEDMEJ4T 1-V4' WITHIN S' OF EACH END DOOR JAMS OR WIDOW 4 *'= MAX SPACING ATTACH TO 2X PER MANIVACTWSIEB DCTAIL& NOTE. SWIM AS NEED® TO PLUUS JAMB (DO NOT IXONED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4• s r TO HIACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK WV 3/16' TAPCONS MK 6HA1K DHZE J46 MK HEAD SIZE 300 MK m IBMMEN, I VW) WITHIN S' OP EACH END 4 W O.C. MAX SPACING. 2XA.. On SECURE TO BLOCK W K2) SAW TAPCON6 MK SINK SIZE Wb MK HEAD SIZE 3" MK EMBEDMENT 1 V47 S' cm WITHIN S' OF EACH END 4 B' OC. MAX SPACING. V2' DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/O) W*' TAPCCNb DOOR CASNG MK SHANK SIZE J40 MK HEAD SIZE 300 MK @m®110W 1 V4') WITHIN S' OF EAC14 END 4 IS' = MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER M ANJFACTRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" r111IILD011 TO BLACK +1 1/2" D 2X4. m eECUIIE to BLOCK WV 3AW TAN30N6 MK SWING SIZE .1A MK WRAP 612E J10D MK EMmm;mm T 1 Iw) WITHIN S' OF EACH END A W O.C. MAX 6PACINO, 2X6. GlK%= TO BLOCK W(2) 3/16' TAPCONS (MK SHWA SIZE JAS MK WEAD 812E 300 MK E ONDMINT I V4') I-TF— WITHIN S' OF EACH END •—a 6' CMY 4 10' O.C. MAX SPAC4N& N' DRYWALL 2X6. � ❑ IA4 6E0UIE TO BLOCK K2 W) V*' TAPCONS P.T. NAILER MK SWANK SIZE -45 '1/16. OAA X 4' MK MK HEAD 61n JI00 MIN. 'm EBNENT I V47 DOOR CASINO WT4N EN V OF EACH D 4 W Cr—MAX SPACM 00014 JAMB OR WINDOW ATTACH TO 2X PER MANFACTRE6 DETAILA. NOT& OHM A.6 NEEDED TO PLWS JAM' M (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" nL/II1Q11 TO BLOCK +1 15/L6• 2X4. m ftom TO BLOCK Wv 3AW TAPCONS (MN. SWANK SIZE JA6 MK HEAD 612E 300 MK EMBEDMENT I VW) WITHIN 8' OF EACH END 4 IS' = MAX SPACIN& NOTE. STRUCTURAL 2X MAT W 2X6. m ON OVT6DE A 4CC23RED GooTHRO UGH NON-STtlJCTURAL ���BLOCK 3/IY TAPCCN MK I-IW MK SWANK SIZE.M6 Wj0jp `1QM Nt0 DLCCK MK HEAD SIZE AGO MK gtlSMX BW 1 VW) —1 \1-Tr— WITHIN r OF EACH END r Cm 4 W = MAX SPACN& V2' DRYWALL 2X&. YX4' SHCUM TO BLOCK A T WK2) 9/16' TAPCON6 P.T. NAILER MK GAWK 10 DOOR CASING MK HEAD SIS 300 iat MK 2MINIS "4r I V4') WTHN r a AC44 00 A W O.G. MAX �''�" DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTURE6 DETAILS. NOTE. 8NM AS NEEDED TO PLUMS JAMB (DO NOT IDC=P 114') DOOR JAMB TO BLOCK +2 1/4" n� 1► TO BLACK +2 1/4• 2X4. m SECURE TO BLOCK Wv3/16' TAPCON6 MK GHANC SIZE J45 MK HEAD SHIM 3M MK B'mEDMlNT 1 1/49 WITHIN 8' OF EACH END 4 W OC. MAX 6PACNG. 2X6. m 6901.111110 TO BLOCK WV(2) 3AW TAPCOND MK GNANK RZE J4S MK HEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN VOF ND GP 0 W OC. MAX IN& V2' DRYWALL 2XS. m ❑ 17(4' 6COURC TO OLD= WW2) 3/16' TAPCON6 Ri. NAILER MK SWANK SIZE J46 DOOR CASH MK IEAD 612E 300 MK EMBEDMENT 1 V47 WITHIN S' OF EACH EHD 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANINAC1W11106 DETAILS. NOTE 6NM AS NEEDED TO ft" JAMB (DO HOT EXCEED V49 DOOR JAMB TO BLOCK +3" O� SON TQ BLOCK +S" 2X4. m BEOUIE TO BLOM Wv 3/16' TAPCONB MK SWANK 61ZE I" MK HEAD SIZE 300 MK MINEDMINT 1 1/49 WITHIN S' OF EACH END 4 W = MAX 6PACING. 2X&. eECIRE TO BLOCK W1(2) 3AW TMCONS (MIN 6141ANC 612E 30 MK HEAD am J100 MK E'mEDM EW 1 V4') wnw N S' OF EACH END 4 W Of— MAX GPACNG. 2XS. m Wjcm TO BLOCK W K2) 3A6' TAPCON6 fMK SWANK 612E 30 MK WMAD 612E 300 MK EMBEDMEAT 1 1/49 W h4IN S' OF EACH END 4 W OC. MAX 6PACNM NOTE. 671111,ICTtRN. 2X "AT BE ON OUTSION A 6EOUPND 7HR000114 NON-67RUCTURAL WI6' TAPC4W MK 1414' E'mEDhQ41' INTO BOCK NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1149 S' cm 14' DRYWALL VX4' P.T. HAILER DOOR C.AGM 2ND 2X 6ECURE TO 671MACTLPAL MEMBER WN2JGd WITHN r OF EACH END 4 6' TO S' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MAN3'dCTUIR6 DETAILS, DOOR JAMB TO BLOCK +3' 2X4, m 8150.111111 TO BLOCK V 1/4' TAPCCN6 MK SWANK SIZE JO MK HEAD 61a Aw MK @mEDMB4T I V4•) WITHIN S' OP BAC 44 END 4 IS' O.C. MAX SPACING. 2)6, UIN SCORE TO BLOCK WK2)LOW TAPCONS MK SHANK SIZE .10 MK HEAD SIZE AGO MK E'mEDN'@IT 1 V4') WITHN r OF EACH @D 6, cm4 W =MAX ePACNG. 2X&. ® 112' DRYWA L &*Cups TO BLOCK PX4' WK2) V4' TAPCONS P.T. NAILER MK SHANK 612E JAS MK HEAD SIZE 300 1/16' OAK X 4' MK MK E'SEOMO NT 11/49 WITHIN r OF EACH END DOOR CA6ING 4 M' = MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MMY'ACTIJRQ6 DETAW-6. NOTE. SHIM AS NEIDED TO PLY"m JAMB (DO NOT E)CCUP V49 DOOR JAMB TO BLACK +3 7/18" VD' W TO BLOCK +3 7/16"kzlpww- 2" m SECURE TO BLOCK W/ V4' TAPCON6 MK &HANG 612E JA& MK HEAD SIZE 3" MK E' ISIPME CT 1 V41) WITHIN S' OF EACH END 4 N' OC. MAX SPACN& 2X6. m SCCIRE TO BLOCK WY2) V4' TAPCCW MK OHHANK 8120.45 MK HEAD SM 300 MK B4DlJ71.134T I V4') WTHN S' OP EAC14 END 4 18' O.C. MAX ePACING. SECURE TO BACK W N2) V4' TAFCON6 MK S AAW SIZE 30 MK HEAD 61= 300 MK E'mEDM lW I V4') WITHIN r OF EACH END A Ir = MAX 6PACN3 NOTE. STRJCnJRAL 2x MIST BE ON OUTSIDE 4 SECURED THROUGH NON-6TIRUCIUMA.L 3/16' TAPCON MK 1414' EMbEDmwr INTO BLOCK L `J 6' cm V2• DRYWALL P.T. P.T. NAILER V P.T.X 4'MK 'LU DOOR CASING NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB OR WINDOW ATTACH TO 2X PER 1-ANrAC1181E6 DETAILS. DOOR JAMB TO BLACK +3 3/4" a IIIDiD01► TO B +3 3/4" /I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, Fl. 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdesigngroup.com AA #: 0003325 b b PUNT DATE: 5/07/21 11CAULl 1/4"=1'—O" S� D2 INSTALL PASTOM M (CLIPS: him STIRArdl, STArLDW AS APPRINW Willi MOM= TO seem SHALL Me LAPPED A MNNILM OF W UM TO FR111ENM 4" W • VellTICAL LAM (MOLL TU S ENDS) 4 S' • FiOIUSLMAL LAPS. R alp SEM9S NEED TO 10 TAPW LATH V18tTICAL LAP TO ON I' TueeO CRAP wTH minimeHeaYFeNa Tare (AIM LAYER a, POIeTIge 9p \ auLDINa Parole PP O'OIU'ED CONTROL JONf i — ` %• THICK 3 COAT CIE( NT METAL LATH FLANM OF CONTROL JOINTS T F1.AST M \ S�rr' sMLF-ADNMSIM MM'ORNIE FLAee UPW TIRD TO LATH • S' \ UM LAYER 9. MMMMER / \ OULP-APWINS M04OYE5 47c4' O.C. MAX (VERY.): biM DO MULLDNS PAPER R-AGN DFE VMt M PIROY E NOT FAST N CONTROL JOINT TO / r nra I.rP a narAL uT" \ Nam OVER APPROV® WALL EVIM IF 61UD EXUYTS NOUSM YAelf 1441 N. GWOOD R IL 327 BLVD. MBYOND MKWPT STAPLES UV APPRIOVED METAL LATH LONGWOOD, -7 FL 0 760 !i' LMO MAY on USED TO Tel'T. FAnDim .'I' (VEWri OG T W( �j( PH: 407.7746078 SECUME CONTROL Jow AT /ItPORTS r " X I 44W S t FAX 407-774A078 Nam unw. www.abdeslgngroup.com DURING SMTALLATION U M LAYER �, — — lLASkIIN6 TO oe1e.ID ONTO APE AA #: 0003326 FASTENERS To ME e* STUCCO ~ �- PENAL LATH • T' = MAX VERTICALLY UA70D SHEAtHNb W CONT. MEAD OF GRALAM UM LAYde -1, r THICK S COAT CEM-17 ' STUCCO WRM I PLASTER INSTALL APPRED OVNOU6E41tAP AIR METAL LATH INFILTRAIIM DAr4MM OVER / MR rawELASTOPlRIC eNsaTH/n UIRM LAYER 4, FORTI9ME1e MUILDMPArER eoAtNe OVER STUCCO( MUILDIK PAPR / I LATM GV. FINMH (SIM TYP WALL SECTION) S� 14^.CO DRAY n�a air LATH SHALL S vmr• r•ro►• U S A ' �ON PER SEC O THRCUSN eowtpwLJOI\ MUT SMALL Exterior tare of Portland cement plaster BE ST0rrMD MC DE S1 hell comply with the a TED AT EACH SIDE. eQWrs 92bn ramenta of ASTM C 82618b. FM ASTM CIOS3 PRONDE 2X4 OLOCKDO r nN urrr I and ceomply rASTM iCC1� \ bkzL MWM C4AlfR01. JOINT UN-" CONTRM JOINTFALLS ON STIUICMAL STUD 2 ALL•,IX hall with 10631So, or ASTM 1787, S FOR L PAWNHE LATH TO MM NAL6 OR i STAPLES N COMPLIANCE uV ASTM CIMSD r 2. UFO TIES TO ME (hM IS) 00416' WPM eeALMr I VJ'ei'-e' \ TO 1lE1.UlIIULD PEIe RAN 6. 4'o4' SaF-M1lIlIl9 SNARES! PLASHIIO (COWATUILE U.V HOUSE VERTICAL LATH A A N-ROA 1.101� OVERq. • WOOD SHEATHIWs OLNnLO N1 MD . ® t ran N4MD r Pr. A OR CMLI K. A iaw.rc• laaArrrr.a WR$ LAYER el, a Caw r Pr. o STUCCO WRAP (FRAME ONLY) a aurw . Fr. 0 s nM"i R e�Ta icM x • THICK, 3 COAT CEMENT PLASTER (FRAME), VY2 COAT L E G E N D CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) • o,,�, .�Trao r LEGEND - LAP 4 A OVER DRAINAGE PLANE (WRB ^� mmtTISW - - IJALL SCREED - LAYER *1, STUCCO WRAP) e/AL Na.o, m rTHCKC3COAT Ca104T z S'XS''L' TYPE CONTINUOUS WR5 LAYER *2 (FORTIFIBER ...... — — QFt TMR� ( ' a COAT r 2 GALv. METAL FLASHING wa,LAY�o(w - - (NAIL TO ROOF DECK, NOT 5UILDING PAPER) 81"I10 PAIPMaW a �Y, WALL SHEATHING) um LAYER'1, c+ CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x ~a%"OLY' INSTALL WITH ROOF CEMENT [ Fg i 64 AN ® J — C 6 _Ij DUBDIV. So LOT: ABBOTT PARK LOT #20 BLK #7 PROJECT# 04 81.000-20071 MODRIA 4EBB "1828-CALI" GARAGX 8NING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH ER.ERk C LAP LA Mr o OWNS MMP STUCCO �e CM ROOF CEMENT WOOD OR i/16" ZIP WALL Sam • � , Fr- UAI" �LRAMstl ; I ROOF PER ELEVATIONS SHEATHINCx aeAu tR` \� ------ �� � SELF-ADHESIVE FLASHINCz 1 3 NOT Ate, METAL LATH: LATH TO BE PER SECTION iA �tm�rsoaa / NKALLKar R103.1.1 /ASTM C-B4-1-1ea, MIN, 2.5 LBS. PRINT 5/07/21 PER SQ. YARD (UTILITY OR NOMINAL DATE oRPMaro..aArr acwlM 1/4"=1'-0" LATH DOES NOT MEET SPECIFICATIONS) �y �aIT rJ "L" FLASHING N.T.S.WA1 INSTALL 6' SELF-ADHERINS M@N16RANE FLASHING OVER TOP, 61DE(S) AND BOTTOM FLANGES OP NON -MOVABLE PRAMS OF THE EXHAUST. SEQUENCE aF FL.A644NG TO t9E, Xt L na"CM. VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND 61PRO ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIhETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ,L 61 6, Y4 CAULKNG * JOINT I I Z 1 ( PER SECTION RMT BACKER ROD t I I I BAMIar fR111Y1E End o16RInYto Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing ,'. shall comply with ASTM C 1063-19a, WM LAYER 1, or ASTM 1787. STUCCO UARAP HOODED VENT COAT CEMENT �3 TIER METAL LATH UM LAYER 02, FORTPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER °2, FORT -lam BUILDING PAPER u►�DD CON6TUCTIOI AAa-_' METAL LATH &VINYL CAGND BEAD b' RAISED SAND 6' WIDE &TRIP SELF ADWMVB FLASHING, CLEAN MASONRY BEFORE APPLYING Z MASHING STOW VENER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT •PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF.SPECS-) BUILONG PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METED VERIFY LO STUCCO SCRATCH COAT < 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER t'2, FORTIFISER BUILDING PAPER Ti 3 COAT CEMENT V TO V MID -WALL WEEP 20REEf7 6' SELF-ADHESIVE FLASHING WOOD FRAMED CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION &' CM �wooD 6FEATHNG STUCCO UJRAP �-WRB LAYER n, FORTIPMR: DU LDNG PAPER ,—METAL LATH —4, IOY ODD FASTEN TO WOOD 67I1111=7LIMAL �MEMeaR • T' O.C. MAX wrswn ,--6' WDE STRIP SELF ADHONS FLASHING, CLEAN MASONRY BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WKS LAYER 01, STUCCO WRAP 9 APPLY P MN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER HOUBEA UIRAPD S. WRB LAYER 01, STUCCO WRAP SELF -ADHERING rEMBRANE FLASHING �- WRB LAYER s2, FORTIFIEsm BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ CV. FINISH APPLY E-Z DEAD t (SEE TYPICAL WALL OVER 6® MIN °' e" SECTION) GRADE 'D' METAL LATH FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION STEM' *S STEM' #& l 9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA B: 0003325 lit 9 Sv>aD:v a< ioz': ABBOTT PARK LOT #20 BLK. #7 P1I%0j=T 04181.00 —20071 MODE19 4EBB "1828—CALI" GAVAGE OVUM: RIGHT PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING WRIS LAYER M, STUCCO WRAP WOOD WRIS LAYER 12, FORTIFIBER CONSTRUCTION BUILDING PAPER i,• HAT C 44"L J' T141M 3 COAT CEMENT %' TYPE 'X' DRYWALL PLASTER b' SAP. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED COD SHEATHING `� 4' POSITIVE DRAM �` WEEP 8(]QEED WRB LAYER M, , STUCCO i' THICK, 3 COAT C_ �` PLASTER j AMii-W1RUC-Teo CUBTi i' SELF-ADHEREING ! ILASHWM WRAPPED '` • TOP OF WEEP SCREED `•� �,• i 't TO SHEATHINGSELOW H WRIS LAYER M, STUCCO WRAP WINES LAYER 4, FOR, FIBER I i BUILDING PAPER Ml I x;^.+ , r • •..,..£F�+ i' SELF-ADHEREING jr,.'a LAYER M,�( ; FLASHING WRAPPED ( 6TU STUCCO WRAP • CORNER OF CANTILEVER AMIGO AMbb-WRUC-TSm CIIBTOI'1 C16FNG Ixsen _ 1 /2 4' POSITIVE DRAM J WEEP SCREED NO f�AP IN FIELD ✓ ISHOWJ OR CLARIFICATION OF SEPARATE ACCE86MM ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, 1 V2'•1'-ID• NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER BARRIER 01 RESISTIVE 3/4 RESILIENT WEATHER RESISTIVE AT CHAMIEL BAMMER 02 VINYL CASING DEAD I' THICK COAT CEMENT ASTER S/a' TYPE 'X' DRYWALL METAL LATH WREXTURED • PAINTED WOOD SHEATHING FINIGN PLASTER 3 COAT CEMENT (2) 2x12 HEADER VINYL CASING BEAD --- L NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON UEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL CA8W, DEAD i' THICK, 9 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH IWTEXNRED • PAINTED WOOD SHEATHING FINISH J' THICG, 3 COAT CEMENT HEADER/BEAM PLASTER � VINYL POSITIVE M DRA UEEP hom VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARI'ICATION OF SEPARATE ACCESSORIES ONLY) @baai��NSTALLATION ow. UNCOD MRN'EO WALL Slb-FLOOR DCCKMO PRE-SN" TIRAG UVATHAR R[OISiIVN FIAIMMEN M uEATFER IrmomwISAIMMOR 42. it THICK 3 COAT C13'Er8 PLASTER METAL LATH WOOD SHEATNMS— (SHOWN F SEPARATE V GRAMYi GAP FOR BACKER DRY IEXfVMOIR ROD • BEALANT— WALL P THICK, 3 COAT OEMBfT ` 111 CRAW_ RA . 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER V X 3' 2i GA GAL PEEL • S METAL DRIP ROOM SET M FULL END OF b' PAL • SEALANT, )j' MM. STICK • DRIP SPACE 0, DRRIP EDGE TO RACE TO TREX DECK V GAP FOR BACKER . �_..... _. ROD • SEALANT I Y WEATHER RESISTIVE WATER PROOFING lot LAYER (2 LAYER PEEL � BARRIER M STkW WRAPPED PROM WEATHER RESISTIVE BALV*CK TO CANTIL�EVERR 02 PEEL • STICK • UP mcom DECK OVER DRIP � ®� 3' X V 26 GA GALV. METAL DRIP EDGE SET M RILL am OF CONTINUOUS r 11 IRIS )L' GAP FOR IWO • SEALANT WATERPROOFING wt PIN04 LAYLMR (2 LAYER LAYER (2 LAYER PEEL • FEEL • STICK) STICK) WRAPPED FROM 3/4 RESILENT BALCONY DECK TO HAT CHAMEL CANTILEVERCHAT CEMENT PETAL LATH WOOD SHEATHING W?EXTUmA • PA ,= FINISH WEATHER RE TH CK3 COAT CE1'OIT 4 I WEEP eclRee �YL�eeeQ No G.AP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE 60PM ONLY) BALCONY DRIP 11 EDGE INSTALLATION WATER PROOFING LAYER (2 LAYER • STICK) �LUTf SHEATHING EATFIER RESISTIVE AMMER M EA MR RESISTIVE AMMER 12 SAP. \ -EEL • STING I Ya'x3' 'L' PLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 2i GA GALV, METAL DRIP EDGE SET IN FULL BED OF SEALANT. Jj' MIN. SPACE PROM DRIP FACE TO TREX _ r I $'XI)P P.T. OR SIMULATED WOOD (TREX) PLLER, COMING V GAP FOR 8EALANT OPT. BAGGER ROD. MODIFIED w HAT C 4ANJEL WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING i' SAf. 1I1(rk3' 'L. M-AS14M FULLY EMBEDDED IN ROOF CEMENT SET DRIP WATER P 40MMS Mt LAYER (2 LAYER PEEL • STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DR (uIALL `-METAL LATH W(TEXTU RED • PAINTED WOOD SHEATHINGS fMiSF+ i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM PLASTER I� eeloEED VINYL CORNER EEAO (SHOWN FOR CLARIFICATION OF VINYL sh SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) Ms LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER 5UILDING PAPER) METAL LATH STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING �'a-E' UIOOD SHEATHING 2x PRAMIHG MEMfBER ITSI3 COAT CEMENT TER 2 In' CdZ�B.1BEA12 FASTENED TO SHEATHING • 1' Oc. MAx F WRD LAYER M, STUCCO WRAP 77WOOD SHEAT'Flh•G METAL LATH rl ulRe LAYER MU, FORTIMBER BUILDING PAPER 14A ORNER BEAD ® FRAME 2 1/2' Ile- CORNER BEAD (FASTENER 4 SPACING G l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,� R1CORNER BEAD � BLOCK 1TL WRIS LAYER M, — STUCCO WRAP WRB LAYER 4, FOIRTIFIBER BUILDING PAPER—� METAL LATH J' THICK, 3 COAT CEMENT\ PLASTER 1 FLASHING WINDOW FLANGE WRB LAYER 4, FORTI BUILDING PAPER — METAL. LATH 11—4 J' THICK, 3 COAT CEP PLASTER —� ro'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 0 SHEATHING LAYER 0I, STUCCO WRAP tWRB WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT (gyp VIEW POR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.774 4078 www.abdoslgngroup.com AA S: 000332b b oxnmIV. as LOT: ABBOTT PARK LOT #20 BLK. #7 PROJROT 04181.000--20071 MODR4 4EBB "1828-CALI" GARAGiD awsN RIGHT PAGR WALL ASSEMBLY DETAILS 160 MPH . C RS/07/21 1/4"=1'-0"A3 WOOD SHEATHM YCAsNG DEEAAD PLAS R3 COAT CEMENT UCCO TO TRIM METAL LATH LEGEND I'll TRIM MEMBER WRB LAYER 01, a TRIM TO STUCCO WRAP SIDING TRANSITION UM LAYER 42, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING, PAPER SIDING WOOD "ATWING LAYER 01, STUCCO WRAP) WRS LAYER 82, FORTIFIBER WRB LAYER 02 (FORTIF15ER — - - - - - — BUILDING PAPER i i WRB LAYER •I, � .7 ' ''• r $UILDING PAPER) i STUCCO WRAP METAL LATH METAL LATH i x—X—X—X k THICK, 3 COAT CEMENT ? WRB LAYER 02, FORTIF15ER —Wpm UCCOO�irII�AP STUCCO STUCCO E BUILDING PAPER PLASTER ; WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING 6 is THICK, 3 COAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD " ; ;-------------------------------------------------------------------------- -- - -- - - DRIP CAP (CROSS SECTION) ;' SEALANT PLASTER3 GOAT CEMENT WINDOW FLA GE WRS LAYER M• ; ;� METAL LATH STUCCO WRAP VINYL ANGLED °1O°o coHenamrloH j WRB LAYER 02, FORTFIBER r i �eelsTn e i BUILDMCs PAPER ;5 = WATER Rl'2MTW! ♦' ` ♦ i WINDOW FRAME \ `` _� eA e R Sms!a '! \\ WRB LAYER 02, FORTIFIBER METAL LATH �'i 3b. � / ; BUILDING PAPER il' THICK 3 COAT CEMENT PLASTER f �\ ; UlA ER"ISTIW E-Z BEAD VINYL CASING NAM,.. ' STaeeieSTRir ' \ '� ae4TIaRRr�leTlrts i (W/%, FLEXIBLE PVC BACKER ROD) 6'SELF-A0HERING y S aELr-AOEERn�a FLASHING KA&" 1p '+^; v •:E OALVID METAL °ri4M.A111eF! METAL I DRIP CAP '_ an Tw! RB LAYER 01, STUCCO WRAP, Ix r� RAPPED AROUND FRAMING MEMBER WINDOW FLANGE I i ' ' SELF ADHESIVE FLASHING CASING BEAD ® WINDOW °` .� 15C (FRAME, W/BAND) •,\ � % 2X FRAMING WOOD SHEATHING / OR APPROVlD SEALANT \ MEMBER we rA&M DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ----------------------------------------------- ---------------------------------------------------: - " 9 TRANSITION Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER WOOD SHEATHING NNE AL LATH: LATH t0 BE PER SECTION ;/ SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-S41-14a, MIN. 2B LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I W� LAYER r2, FORTIFIB£R WRB LAYER N, I WINDOW FRAME BUILDINGS PAPER STUCCO WRAP WOOD SHEATHING WOOD 8HEATHING 1 WRB LAYER 02, FORTF15ER 1110M T�1ON v seLr.Ao�roHs BUILDING PAPER i ulooO SHLATHR�6 rLAs►1tm I f ,..: •,. i WRB LAYER 01, THERI^IC61lnVlf J' THICK, 3 COAT CEMENT i STUCCO WRAP i� � 9TTO LAP PLASTER PLASTER i R Iern4E �' / \ W it kIIII& aTOP 02 WRB LAYER "2, FORTIF15ER°1DM1O VINYL ANGLED BUILDING PAPER �. / i\ �M11V!01, rLASHsn ueATrae IIFAISTIVE STUCCO LAYER P CASING BEAD ti METAL LATH / NAMUR a I sTueeo WRAP VINYL CASING BEAD i 6TARtlk STRIP (EXPLODED I 6' WIDE PEEL 4 STICK THICK, 3 COAT CEMENT VIEW FOR PLASTER ; WINDOW FLANGE OVER FLANGE CLARITY) su w MRTAL Y7A i7 r rLAeF+sn NARROW +I TOLAW \ i �`� S• MN. AMOK TOP i E-Z $EAD VINYL CASING or •r n.AlHm I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) e.z eem vrx� uas.n x 6 prq7�p 1 nlNi ruxleLe PVC i TIw hltEillt MEMBER -APPLY FULL BED OF SEALANT BETWEEN CASING BEAD ® RAISED `" 1N6 \ \' ' BUIL GAP LING FLANGE < BUILDING WRAP 1(A BAND (FRAME) URATilRRlSISTM •f AP DA)MtMRIKl15nK - _ ---- ----- nA+adoe , , SGALE: I i/!'•I'-m' e-z.auovNx c...Sk UBA !ElIWA MACKM Rol Bi PVC ® SIDINGTO OSTUCCO TO FRAME `7la„� /� EZ BEAD WINDOW CASING 9 TRANSITION 16 n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdasigngroup.com AA lF. 0003325 4 �b L ae IAT PARK #20 #7* 0-20071 BB -CALI" NWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C Y) DATE: 5/07/21 8CALM 1/4"=1'-0" BHEET WA4 PHALTSATISUTEO FELt 4',e'MID IW CARC� LD BE TANEN IN KEEANO THE VENTPROPERLY AUONED. VENT PIPE IS SEALED IF U WMD. NAIL IN — IN 4' OALVA D GSING 1-1N' INIL9 AT EACH CORNER. ROOFlNG CEMEM 6NOIADSEAPPUMTOMLSHINIXEEDOE31EAF! ! OUTER EDGE AAROUM) ND ENTIRE PERIMETER AS THE NEOPRENE BOOT - N �, CUT ENECK VENT OPEMNOIN TFE ROOF SHEATSHON.IN E:OPENTAMEI REWNOEDINSEVERE wE RCOASTAL`: C CEN6TRUCTONZONES. �+`•'-,•h` '. w:'L: •.W .'::':. �..�'..1. ;.. `:';�'yy:r NIMN NTFA IS USED, SHENN.IN THE PE W MECNAMMLVENTFAN IS TIE VENTOREMNOINACCORDANCE 4M111, •.,V!`'�• •.�.T[.l '.�.. WNTFN LAM FAN MAM1FACiURE'8 PIPING T T.•:; �.:. .y .• .i I; •'1. DO NOC IN 9E60R RAFTERS NMENQRTNO THE OPEMNGOIN THE REEF. INTERFEMG SHINGLE NMW AROVFD TIE PINSW R OF ME OPEMNG SO THAT TE NAILRIG RMDE OF TIE VENTLAYS RAT TO TE ROOF VIMAMNG-WW THE -I ASPHALT PLASTIC CEMENT TOP AND SIDEA s OF THE VENTIA AND UNDER SHINGLE S.ALLOW TE BOTTpA VEM FLAFIOES TOIAY ON I I I MOLDEp AROIIID BASEW PIPE AND OVER M-6 THE TOP aF 1ME SHINGLES. ` o ROOF HOOD VENT DETAIL Illapp D 'I. OJT LINK of OFDINM AR7lovw NOUMLWUP ovmaNMATNMW OYM UP MTUD MALL TBTa MWA IIOWM TUCK F A W" T' FOLD N AT KIM STEP 1 nxmm 1mau 1 L.bIMO FW MJDCOLE N..OMIINM 00 NOT NAL •OTTOM FN STEP 6 ALMN N.ASNNa W NL — OF MLL 00. T EDom fCNP NAM.! WrAM"M MMTALL DUAONT ILDd~ AM TF R.MWNM AT TN! PLUMBING VENT DETAILS imrrww— MTLY %, W"M A C LANMM N CLN Coll DOMLE FLAMNNM V6R ORIF CA. MGTO-~ MOON) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS W VADE VALLEY W `W OR HEAVIE UNDERLAYME -� REMAND CEMENT M FASTNERS IN OF SHINGLE EXTEND END SN04G E ATLEASTI]'eEYOM) VALLEY.,MMIM: 'CUPPEDOFF ORtER AT /6 DEGREES -S.-ES—two I — FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APFLT OM IOU (O Km A-KNO Fl.Ab4m &ANC= WMT/-NAI. M-N OR EGUAU M,OFS a" TO a tKm L R M TNM CONTACTOR. IEROPONSIBLTr TO YMPT TIM COM PA7MLRT' OF ALL FRODUCM P4MAC NIf WIMOMRAF, /EALIM! l NLF-ACIMM0 'M N MMMn MATWAu 11— DURNM CONSTRJCTM 2. M»TALL ALL MATNNAL6 FM MANrACTIMrDM UP"70N /FECPKATIOEN MIAR7mL NILAMe MAY TRACT ADYMMMLY P NOT AND SEAL JAM TO SILL JONM WITH DOW MS! FOLLOWN2 COMPLETION OF lDCMM0ft RETROFIT WORK REPAIR 604" &NOUN SMALL BE MPLEMENTED AT ALL WNDOIU6 WITM ENDENCE OF LLUTER NTRMMWCN GELOW THE Wr'NOW OPENNG ezAL NTERIOR MRMETEIt OP UMNOM WITN mm L IT M n* CMUCT0116 FAMPONMbILTT TO YIRFY TIS C"ATMMLRY OF ALL F000UC70 MCIJDND NALMM 4 MLF-ADFRRIM FLAMRb MATMIA A UND maua COIMTRUGTCN 7. FLAMNNM AT D "9111 OR MOM AND DOOR OM *M SMALL MIS MMT"M N AGGOMANIM '. WTN MANIIA 010 M NMTA"rON W71=7IONM AND AFMlMD MM WM U OF MC WW&4 U N AGCOMAHM WIN MR MTRATION IWUNGnMRM MWTALLATION AND RA& M MMTRCTIOIM YIM6'!1@Jbt MlA1.ANTM MAY TRACT ADYERMILY P NW OOEM•A7ISLC WALL FLASHING INSTALLATION DETAIL (MASONRY) GCALEI Nm i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA a: 0003325 8 4 xxn3DM So LOT: ABBOTT PARK LOT #20 BLK. #7 PROJMT* 04181.000-20 71 MODMzr 4EBB "1828-CALL" cowRwaE ErwsrTcs: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 13 61OALR: 1/4"=1'-0" WA5 -2x6 SUB -BANS W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK EDGE 1/8' TEXTURED FINISH ® WOOD 1/2' TEXTURED FINISH ® CMU METAL PASCIA WRAP I\ I, I\ 2X& SUS SAND I � METAL FASCIA \� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL �\ EXTERIOR WALL r\ r (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ®ELEVATION T/8' TAD FINOO ISH * WD, V2' TSMURM FINISH • CMU METAL LATH WOOD SHEATHMG OR cm Up LAYER 01, STUCCO WRAP awAi : ONLY) WRS LAYER 42, FORTIFIBER BUILDING PAPER (PR" ONLY) ROCPING CMIENT DRIP EDGE METAL KICK OUT TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU � 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL II I ®FLAN A PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V SCABBED TO TRUSS W/12d NAILS b'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• 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 x x x x x x x x x x x x x X SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/05'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Pi'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.a bdealgngroup.com AA t.. 0003325. Am SVHDIV. 8a 7AT: ABBOTT PARK LOT #20 BLK. #7 PROJ=T 04 81.00 -20071 MODZU 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 13 sCA* b 1/4"=1'-0" 1 rl T • 39'-W '•4" 9'-8" 9'•8" 15'-10" T-4" 36'-2" 3, 6" 01011 D T� OP OF SLAB --FM-12X12 — �--- I — --- FM-12X18-----f'f � fr I� i5 4"CONC. Z t SLAB I b to r� 1/f wa LL O� a LF-24X24 1,1 r / ILL 3 12" I'-0„ 11r 10 r I FM-I2X18 rEND SLAB 1 12" 1 4" PVC f' IA CHASE"�f/ �f I ff I , f� I -TOPOF '' ( SLAB . fr rf ' I• rf ILL f,/ rf , •I f� r1 19'•0" 5'-0" 1 f 15'-8" , 1 A b1r L7 "I I I I "2'-8" �5,2, ry I I 17'-8" 5 3,-0„ I� I 'I I io I I a OI IA A I END Sim. r I --- SLAB 1 10 7A 2 !214"GONG. LLI FM-12X18 aD I SLAB awl to pa 12" I LL� i Th•3 f 13,•5„ SIM. I �Y — 2 A -7 1l2„ 1 1A i Ly E? I L FM-12X18 _ toll I I III- MC-12X18 a FM-12X18 FMC-12Xi8 4 4 10'-2" 3'-10" 2'-8" 16'-0" 2'-B" 21'1" 14'1" 4'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.113INOICATES #5 BAR, ®INDICATES 06 BAR,IIIINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6.36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402B02-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402I802.16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3WO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED V-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 SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.40VER GENERAL 3 1/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - s FM-12x12 17, CONTINUOUS 12" (2)#5's FM-12x18 17' CONTINUOUS 18" - (2)#5's (+)O'-U' FM-1608 18" CONTINUOUS 16' (2) s _ + FMC-12x18 17, CONTINUOUS 16, - (2 's VARIES F-24x 4 24" 24" 1 6 s (-w••-q" 19 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003328 lilt 0 b b d UDDIV. Aa WT: f BBOTT PARK LOT #20 BLK.r.��rr #7 04�181�000-20071 moDalu 4EBB "1828-CALL" OAMAOm ,!VINO: RIGHT PAOm: FOUNDATION PLAN 160 MPH EXP. C nw5/07/21 scAL1c:1/4"=1'-0" 011mffiT si 30„ MIN. EACH WAY — MONOLITHIC FOOTING i Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •^—' = : v • ; — -•., ••�o •- • _ = SPACING REQUIREMENTS O SPACING REQUIREMENTS y - • ' P rar Q w W y Lu • ... T- '. GARAGE DOOR RECESS V � a � ' ..�.PFM � • i 8" CMU WALL O 8"CMU WALL •� CORNER BARS, SAME SIZE AS LARGER BAR W Lu B+ O 'o g - Z IN FOUNDATION WITH 30" LEG EACH U - TOP OF SLAB +- 0'-0" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... � SO THAT THE STEEL REINF. IS CONTINUOUS N (J1 • I MATCH AMOUNT OF CONTINUOUS BARS ••I • 'I•�� CURB FOR • EE SLAB SCHEDULE a• • BAR SIZE EXT. PORCH SLAB • 4" CHAMFER (1STORY) W/ 1/2" ISOLATION #3 - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER 1STORY Ila I� '"w. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: 6"CHAMFER (2-STORY) JOINT(WHERE#.� #q ( ) W/1/2"ISOLATION • • 6" CHAMFER p_ 0' APPLICABLE) i SEE SCHEDULE N42" JOINT (WHERE: •! EE SCHEDULE APPLICABLE) Z 4. WHEN TRANSITIONS ARE MADE FROM HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BARS PROVIDE AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Ia. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-0" 2 SCALE: 3/4"=,'.�' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4'=1'-0'• SCALE: 3/4"=1'-0" ? (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL a 8" CMU IL 8" TOP PLATE A MIN, OF 49" d) AND NAIL W/ 16d COMMON 0. 04 REBAR @24" O.C. CENTER OF NAILS, 2-ROWS, It' O/C BTM. VERIFY HEIGHT 5 SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN i 2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING U,D pp I O `U 2" CAPPED W 5 WALL W/ SYP V) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE O 0- SECURED W/ 2- PART SPACING. SINGLE BTM, PLATE 1/ " 9' WEDGE ANCHOR W1T ' WIFLANGE @ BASE a g I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH • °� ., 4 g 6', UNO Q FOLLOW ALL MANF. O PLATE EPDXY 5-1/Z' EMBED. MIN. 0 16' OC MAX. 4' CONC., REINF. W/ T 0_ SPECIFICATIONS FOR to SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE - k8" #,0 VJJJM ON 1- • S S MIL POLY ETHYLENE SECURE FLANGE TO Q USE AND = m I I- PREPARATION OF ANCHORS W/10dx 112" W W I VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4' .r HOLE. COMMON NAILS FILL ALL d) W � r '-0" D • : WELL -COMPACTED TAPCONS � HOLES, DO NOT USE 10d W = Q CLEAN FILL TERMITE p ��O}' x 3" OfSEE SLAB SCHEDULE Q Q TREATMENT SHALL BE " BORA-CARE 9 +• 0' SLAB • • • (2) CONT. #4 REBAR ~� 4" CHAMFER (I -STORY) —'` ' •� f 6" CHAMFER(2STORY) .:4._� (2) #5 REBAR ON CHAIRS • y' a , 12" MIN. DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL "' FOR BAR SIZE SLAB HEIGHT LESS THAN 3'S' U PER PLAN 5 BOLLARD ADDING BAR TO BARWXD AND BAR QUANTITY EXTERIOR MONO DEEP BDALE:3/4"=,'-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 BDALE 34'=,'-0 % 1 A SCALE: 3/4"=1'-T LAP TOP PLATE A MIN. OF 46' _7 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL WI PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE Q a PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO O SLAB W/10d MASONRY NAIL 16" 0/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/,Od MASONRY NAIL Q W m ADDITIONAL METAL 16" O/C STAGGERED. ADDITIONAL METAL U m _ a CONNECTORS NOT CONNECTORS NOT W co8" REQUIRED WHEN NO REQUIRED WHEN CMU WALL co UPLIFT IS PRESENT. UPLIFT IS PRESENT. M ? •• •• POURED LINTEL CONT. (TYP.) W SLAB SCHEDULE 8" CMU FILLED CELL(TYP.) .0" TOP OF SLAB a SEE SLAB SCHEDULE I��~'~��' 2X WALL FRAMING [SEE TOP OF SLAB EE SLAB SCHEDULE � 1/Y' DIA. SIMPSON 5T62 BOLTS 5' ��"... d . � +_ i ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB ,� "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 ' �_• ......_2.._9: ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ..yam • POURED MONOLITHICALLY WITH • °� _ L� FOUNDATION AND SLAB a� "a • SEE SCHEDULE SEE SCHEDULE / FOR WxD, BAR SIZE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE f ✓ AND BAR QUANTITY FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 8 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 BDALE: 3/q'-,'-0" (NO UPLIFT) FOOTING AND COL. PAD 10 SCALE: 3/4' T-9' O BLOCK WALL CONNECTION 11 SCALE: 3/4' V-U' BQALE: 3/4'"l,'-0" (NO UPLIFT) L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAX: 407-774,4078 www.a bdaslgngrou p.eom • AA #: 0003325 8 I.... H 3 9Xn3DiV. & LOT: ABBOTT PARK LOT ##20 BLK ##7 PROJECT 04181.00 -20071 MODEU 4EBB "1828-CALI" GARAGE 8wirtG: RIGHT PAGE: DETAILS 160 H EXA C DOWEL PLAN SCALE: 1/4" " V-0- 41 N. RONALD REAGAN Bl LONG WOOD, FL 32780 PH: 407-774DO78 FAX 407.774 O78 www.abdaalgngroup.cm AA ii: 0003325 S 1 Btnmxv. a LOT ABBOTT PARK LOT #20 BLK #7 PROJECTy 04181.000-20071 MODEL: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 160 PH MRC 13 DAR M* 5/07/21 OCALE: 1/4"=1'-0" will= S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV, e z 41 � N p �. CLEAN OUT REQUIRED FOR INSPECTION m '•' •( TIETVERTICAL REBAR �4,.• a • '�, TO HORIZONTAL REBAR W/ 10" HOOK 77 . BAR SIZE 48 BAR DIA. Zw uj #3 1 18" M U #5 30 #6 36" HORIZONTAUVERTICAL #7 4r' REINFORCING 0 SCALE: 3/4'=1 EXT. PORCH SLAB WI 1P2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS U t°i1 Z 8"CMU WALL 0 SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. i > 4" CHAMFER OSTORY) in O 6" CHAMFER (2STORY) #3 18" U • #4 24" Z MATCH STEEL 05 3W REINFORCEMENT„ PER SCHEDULE #7 4T SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: NG REINFORCEMENT PER SCHEDULE #5 BARS a FF R CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 ww W.abdealgnP.mP.com AA #: 0003325 S S C 1atmIDIV. as LOT: ABBOTT PARK LOT #20 BLK #7 PROJECT 04181.00- 20071 MODEL: 4EBB "1828-CALI" GARAGE aNI1QG: RIGHT PAGE: DETAILS 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER C 1W O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM C-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.S. = 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, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rI) SIZEREMARKS WlxHl REINFORCEMENT STIRRUPS BTM. TOP MID SIZE 6PACING BB1 MASONRY 3000 8x8 (1) M5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16 MIN.-iT/OM/1B 17'-4" BTM. OF LINTEL 0 7-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = T-0" ii • 1441. N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 C BXMDIV ae LOT: ABBOTT PARK LOT #20 BLK. #7 PROJECT 04181,00 -20071 MODEA 4EBB "1828—CALI" GARAGE ewnaG: RIGHT PAGE LIFT BEAM PLAN AND NOTES 160 MPH E C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D' HOOK ICAL 7-- #5 BM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. V'Kg' 1. PLACE UNTEL ACROSS TOP OF OPENING, BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING Pik OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 810 ' � O� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o« 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. OX16 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • Sy\0��, B EACH COURSE \NG 8X8 BOND BEAM • FOp� W/(1)#5 BAR .ti. BOND BEAM F FILLED W/ GROUT -(�O U =UNFILLED GROUT SOLID FROM y1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH (�# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSESEE NOTE 5 16-1 TI1 M/ B 8z8 PRE -CAST CONCRETE .." p�IG�CF' NOMINAL—� LINTEL W/(1)#S SAR(L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF OPENING-2' THAT FXXNG/TIM10BINDICATESADOUBLEBONDBEAMDBEAMCOURSE # OF #5'S, BOTTOM 88PRE-CAST CONCRETE 2 BEAM DESIGNATION AND FXX- 1T/OMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER j.' IT IS THIS ENGINEERS INTENT TOP AND XUXX - 1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX-1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 1S' O.C. MAX. MIN 1-14' EMBEDMENT •311P1 - 28(MIN 2X 3)2-3/16 TAPCON PRE -CAST .A OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 11/C')8" - SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-14' EMBEDMENT 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-11, MIN. 2-12d PER BLK EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMILI./16'AL CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS .5 r SINGLE #5 CORNER BAR, 30z30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. SEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.SEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM d N. RONALD REAGAN BLVD. LONGWOOD, Fl-32750 PH: 407-7746078 FAX: 407-774d078 www.ebdesigngroup.com AA M. GOD3325 F 3 till, C � 6 SL7HDLV. a Lo ABBOTT PARK LOT #20 BLK #7 04 181000-20071 Icoars� 4EBB "1828—CAW CiARAOR BWXN is RIGHT PAGE: DETAILS 160 MPH EXP D � 5/07/21 BCALX: 1/4"=1'-0" skier S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAi6 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (m 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRIM MANUFACTURER / ENGINEER NM& 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A W BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. CJ1 CJ3 CJ5 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL — tl — —1 -s——r— EJ7 n U U U II tl p tl ATTACH 4'-0" LONG 2X SCAB TO tl TRUSS W/ 10d NAILS Q 6" O.C. tl (4" FROM EA. END) I U U tl 1C Ila 3.1 y a: tl tl I Y tl p tl U tl tl ■ tl — — A14G vet a arms ae�ly[m®a s a®ka� saes° a s ®a am: a >� s a asm a a z�a spa a a:�amsesm�e assease�as�s:1 AS ®a:pis®�®as®a �v� saevsasa.ks:aa� �m�s I I I 1 I PREFABFWKTM m°eas�s:®®s es �asaaa:aeaseaaaz�a t I 1 I I I aa�aaa v�e�:� ale yl—_ I sasam s—a®m: a—e vvs®s m sawmsa®---a--- I 1 I I I I ®aa�.aaase� ®:�mma.�a a.vca�as<aaa®a m�a A aa�aasaa�ae®aaaa\v a®a aas.6a® �m•�= a�= I I I I I 22"x54" I ATTIC ° _ ACCESS I i I I I I < I I I I I I 3.1 _— �>t v�sasgs s®� a�ream :aawova sa®ie mas�3 _ s 1A 1 I 3.1 I I Cl G his A 4Q' r -- EJ2 _�— -- s -- s� 32GE 7 8 3.1 3.1 FRAMING PLAN SCALE: 1/4" = V-0" 1A 3.1 li N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 C b 4 Bvaa:v & LO%% ABBOTT PARK LOT #20 BLK� #7 04181000-20071 MOD21A 4EBB "1828—CALIr' GARAGE 8Tfn , RIGHT PALM FRAMING PLAN 160 MPH EXP. C 13 D TO 5/07/21 BCA=- 1/4"=V-0" epic= s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" 0/0, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 TO B{2) SIMPSON HETAt6 TRUSS ANCHOR WITH "ROOFM/ALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 T x 4", TRUSS AND (4)1l4" x 21l4" AND (4)11 SHEATHING (12) 16d z, }'NAILS TO TRUSS (9) 10tl x 1" NAILS TO 6, 8" x 4'4" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #27' x 4'', EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3}" NAILS TO GIRDER AND 6", 8" 4'-0" MAY E ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS x (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3+J' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL Wl1010tl TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{t) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND ANCHORS x 21/4" TO CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL NTEL SEE ARCHITECTURAL �' x 2 j' TO GIRDER 2x SECURED N NAILS. GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 112 SECURED W110tl TRUSSES 24" O/C, tx2, 2z WOOD FASCIA (2' 1' x 5"TITEN HD TO CMU AND (18) 6D3 *'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED % (3) t.d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5'71TEN HD TO CMU AND (18) BOB }'x W lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12Or SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) 7' COVER & 2'APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 88B5 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTORS) SCALE: 2a 2b 2c SCA E:3/ "=1'-0" SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2)14 N0.2 SYP DIAG. 2x4 BLOCKING BETWEEN Al2 20 GAUGE LST Al2 A BRACE W/ (3)12d ® EA. TRUSSES WHERE W/ 2 G NAILS TRUSS (DIAG. BRACE TO .-BRACING IS PRESENT AT ® EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4--0" O.C. (AT SHEATHING ff.8 ELEVATION 0'-0" TO 39-C' (1) "X" BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE 0 CENTER TO BLK W/ 10 DIA OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH L V N r 2x WOOD FASCIA STRENGTH EPDXY U' lx4 DIAGONAL MIN. EMBED. AT 32' OC SEE ARCHITECTURAL MAX PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION P.T. PLATE W! 12d's 3' STRENGTH CLG. BOARD N `4 J MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) - yay N 0. F REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10tl'I H BUSS S TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 518" A.B. WITH BTM. CHORD OF 1U-0" O.C. MAX. MIN. P' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. • • tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER 4# • •' • MAX., OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 '� i ;. i . a. 10'-0" O!C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERECTIONTYP. gTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0 PRE-ENG'D TRUSS SCALE: 3/4" 1'-0' ' '. �.,. •.y 5 SCALE: 3/4•'=9'-0'• ,�4!• FLOOR TRUSS CONNECTION L.B.W. 4 SQALE: 3/4"=V-9' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4•0 CUE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING <2/5.0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES OLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO Ft AND F2 FORCES. BTM.""----HOLE DIAMETER PLATE <3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2'�1'-0" 3°ALE:3/4"=,'D' 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 I i 04 z Its 1 m i eusary as r/OT: ABBOTT PARK LOT #20 BLK #7 PRO"== 04181.000 20071 MODEXIC 4EBB "1828—CALI" GARAGM SWXNG: RIGHT PALM. DETAILS 160 MPH EaLCd yl I 41 VTCR SPACING (1) AT EACH END Ill 4 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.25YP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. V-T O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "A" BRACE 1 30'-V TO SY-0 (3) "X" BRACE PRE-ENG GABLE TRUSS �11h1' (1)"X" BRACE 0CENTER �(� 1 (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENO) Ila \ I I OI PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR 4 SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR c DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTIONPER7 SEE ARCHITECTURAL TRUSS MFG, 2x SECUREDWI (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 024" OIC, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'Or ANDAPPROVAL SECUREDW/(2)12etiG PRE-ENGINEERED MASONRY BOND BEAM EACHTRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS G SCALE: N.T.S. W/ HIP RETURN SCALE: W4"=1'4' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS *-T O.C. (AT O PRE-ENGL GD(TYWOODO.C. SHEATHING SEAMS)(BLOCKING TRUSS NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 26 PT. PLATE TO BLH W! TRUSS PLAN 2 . W/ 1/P' DIA. ANCHOR BOLT WIT WASHER SET IN HIGH ,) STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%WO.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds 0 EACH TRUSS TO BE INSTALLED 0 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4'�1- 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngtoup.com AA is 0003326 , 3 qy a a aysaiv ac roT ABBOTT PARK LOT #20 BLK. #7 0418100 20071 1t0aEu 4EBB "1828-CALI" GARAGE BWZNG: RIGHT PAGE: DETAILS 160 MPH E C h I aAeLe.Ern L A MP ROOF ,F- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 62.70 PSF (62.7.) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = B0.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93AO) ZONE 2, = 89.80 PSF (79.80) 4'-0" END ZONE DISTANCE i"A"= PSIC VIAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. +/-0.18 ROOF DNPFRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/3z' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK 212" 0.131 F1667 170, 000 RING 16 (-20 RINGS RSRS43 Bd RING SHANK, 2318" 0.113 SCREW SHANK PER INCH) RSRS RSRS-01 8d RINGSHANK, PNEUMATIC 2318' 0.113 F1667 SCREW -NAILS RSRS-01 KAF I EK UH I HUES ROOF SHEATHING 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 8d 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 MANUR SPECS.) SEE DETAIL BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING iI GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF SFEATHRO A7TACHEMM OPACRO ZONE 1: iOd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS D 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD _NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 6d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES m tJ Q z8z �w Y q U I 2 B ■mmi�ltmmmmmki -- - 1,1,11 11 Emm I 11 I 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �#B Z' DECK SCREWS Q 6'S" O.C. MAX EQGES & 17' 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 GENERAL NOTE& ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOW:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCRR 2020, 7tb EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING OODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0ONINDICATED ON R IIA RIER MEMBRANE ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS PROVIDES. SEAMS LAPPED 61NCHET AND SEALED PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND F0FfA*%W CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EUTION,'RECOMMENDEO PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT MAJOHM FRM THIM PLAW MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE- IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE• AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0.00, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NPPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THEARCHITECT AR I ECT IF ANY DISCREPANCIES ARE FOUND. REBAR SWILL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DEFORMED GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL Z STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef RTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONSTIONSFORORHANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD +/Down nt RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #d BAR - 25" #6 BAR- 36- WOOD TRUSSES. 10 pet BTM CHORD+IorKancu"ent #5 BAR - 30' #7 BAR - 4Z' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pId TOP CHORD 20 psf TOP CHORD (7 pal w/ ASPHALT SHINGLES) (10 psf vd No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 Psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED=10STAIRS LIVE LOAD 40 Flat MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE AT710 WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p0, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50PW, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 3OW,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION q PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT 9TRUCTURE3 AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED CONSTRUCTION THE TRUSS ENGINEER. QUANTITY, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO Q TY, LENGTH , ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED TROUT REVIEW WILL E R TURNED U HECK P WI B E NC ED SHO DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. Y P O RV LA 11 MAS N WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER W T WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WALL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN gpECIFICALLV NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF W'TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIM SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Oaf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTUNED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS $HALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLO WS: 2'500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MXING, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TILESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSMA.L BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDABR WEATHER 1.1/2' FOR 46 AND SMALLER 2- FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR $LABS, WALLS AND JOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 87m— THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WATH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F a 36 Kai FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING HALL B ASTM Y S E E M ASOGASOOM GRADEB F =48 Imo'. STRUCTURAL IP - Y I PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy - 351mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATIOi! 812E TYPE 9PAGNG REIA- APPUCATON 912E TYPE 9PAGN3 REMMKB + TFUPoBNGro MASONRY/GONG CARE HARDENED COIL NNLI i?LONG. 8- GARAGE -BUG( iO MA3OMYlOONC. 11" NO WASHER TAPCDN MAMMY FASTEOER B- II EMBED., x'END pBT., ++?EDGE p3T. SOD, AL.IXi. DOOfl9 C0.3E INRDENEDCOIL B'GC xMNpONYOOIXM FASTENED OARM3E ODOR BUG( SC pA OR 18'OK;ryr GN l'EMBE0.. X'FNp GSi.. SEE NOTES N4L+1?LONG. STOPPERED INTO MA�1dtl'/WING. iO MPYJNRYIWNC. wN&IER E%PNN90N BOLT 2N'O.G (1?M7 YEDOE peT wlNoowaxX G9E w,RDENEocaL WNIDOwIDOORI PAsrENED METAL STRgPro CONTACT THIS ENGINEER FOR PACING 1x PT, SEE NOIEe NAIL++?LEA. aTAGOERED INTO MA90MYICONG MASONRY ICONC. REQUIREMENTS EXT. 3YNING DOOR D)v1B'pA 'TPPCOtT +?EMBED.CEIA � EASING W000 +?° EXPANSION •EMBED. FEND eucx 2<Pi, SEE NOTEb NO WASHER FP3TFER 10. OC PST., t i? EDGE p3T. TO CONE. EUB WIWA ER Bq.T 2d p31., 3' EDDE p4T. Tx PT wNDow BUG( 0.193'PAFx 31Po' 9"GC VEND. p3T,+112' P ro32EL COL, BEE WASHER STgGOERED EWEpBT. V ES IM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Ii N. RONALD REAGAN B7 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.wm AA #: 0003326 BL .-• F N 4 Bumrv. ae LOT: ABBOTT PARK LOT #20 BLK. #7 PROJEO 04181.00 —20071 sm 1.9 4EBB "1828—CALI" GARAGE OWUM: RIGHT PAGE: DETAILS 160 MPH EXPe,C A a © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS Col Io-e" MAX. 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING r-TRUSS/JO / BY OTHER EMB. ,,4X2 WOOD BATTEN of d OFFIT 1O `J-CHANNEL Q DETAIL B FASCIA WOOD BOARD BY OTHERS 7QSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 10 HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT e"MAv-JI — J-CHANNEL FASCIA 126TTN CO WOOD BATTEN A E STRIP AN H R 10 10d NAIL AT EACH -STAPLES INSTALLED 07 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING WOOD SCREW OR _#8X3" TAPPING SCREW, 7[� STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 8" MAX.--0I IQ_ DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--'-' 3Q J-CHANNEL 8" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN U Imo --SPAN 'L SEE DETAIL'A'_,/W- SOFFIT- _11� SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT-� SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 11 1X2 WOOD BATTEN r 2X2 WOOD BATTEN 10 O SOFFIT fINSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT Q 8" MAX FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO —CONCRETEICMUOR WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 40 • 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275FH:407-774-6078 FAX 407-7744078 www.abdeslgngmup.c AA M. 0003325 X o 4 MMLL m aysn:LOT: v as ABBOTT PARK LOT #20 BLK #7 PROJMT 04181.006 20071 icoaRrl 4EBB "1828—CALL" GARAGR DTFIIdG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C w r'l w