Loading...
HomeMy WebLinkAbout7875 Broad Pointe Dr99 1828-4EBB-CAL199 mm yT H OMES 12602 TELECOM E>RIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 AB L \NC�B.K IS Ail C1 oMBILP Yr",WITHIT0E, r�EVA,9LING G���=�� .THH�p.�C,Ty � ' ).THE( oRt)INCES CITY OF Z . i OAW • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RDEM BUUM CODE,i�i�l. ON ( � • ALL LOCAL AND STATE CODES p�A� -OCCUPANCY - RBSIDENTIAI„ GROUP R3 CONSTRUCTION TYPE - VB 'YIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vesa=124 MPH •EVOSURE _ G • i-STORY RESIDENCE •2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE AD AIR STA13LONING ADF. ALTER ATE ALP. ALTERNATE BD. ""AEA"°E BD. BOARD CL CENTER LINE CAB, CABINET CLR. CLEAR CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL DOUBLE D.Q. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL. OF. DEEP DR. DOOR D.S. DOWNSFbVL DTL DETAIL D.W. DISHWASHER EA. EACH ELEV, EL.EVAn°N EQ. EQUAL EXH EXHAUST I EXTERIOR � X. FIREDGLASS F.G. FUEL GAS FIN. FINISH F R. FLOOR FLUOR. FLUORESCENT FLUOR FOOTING OR OA, GA GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYP. BD. GYPSUM BOARD H.B. HOSEOTHERWISE H.C. HOLLOWLLOW CORE HDR, HEADER HOT. OR ITT HEIGHT � INSULATION LAV. L. MC. MIN. °T M.T. MTD. MTL. N.T.S. N.C. PL P.B. PH PLT. PLYWD PR. P.T. R. RAD. R.A.G. REF. RM RO. S.C. SD. S.H. SHY SHTHG. SH SL. sSLm. STD. sws TEMP THK. T O.C. T.O.P. TYT.O.S. P. UN.0. VP. W. W/ WDw W/H W.I. LAVATORY MEDICINE MANUFAC CABINET MANUFACTURER METAL THRFSHOLD MOUNTED MOUNTED METAL NOT TO SCALE NOTTOSCENTER MOPIRTYLwE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING HOWERMILAR SLIDING SLANDARD SS STANDARD SECTION LL s'�no�GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD W WATERHFAM WROUGHT IRON DATE DESCRIPTION andw* `OISmED ARCHITECTURAL SHEET DESCRIPTION mUBAB 2m11 FBC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS mVIIi/fD CD'SRE•ISSUED 02120 SIDMG ELEVATIONS ADDED /0 CD'8 REISSUED 04AW FOOTNGREVISIONPERM50M 06ra 8 CDs RE -gyp 02/" ADDED OARBLE66 FOOTER AT GARAGE DETAIL (FORT MYERS) 02122/1% PLANMANTENANCE 030A9 REVISED LNTEL 812E AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 M4AI ADDED ADDITIONAL. RECEPTACLE N GARAGE PER UALL BATSON (PELBJ SQ.FT. CALC. S M4AS REv18Eo HVAC vau •L3 ON SOFT CALc BCHE DOLE (MELBA VbA21M ADM TXTERORMONO DEEP DETAIL I7/BUA (ORL) LIVING 1828 SOL PT. GARAGE 430 G a FT, ENTRY ;b Sa FT LANAI ae aiQ, FT. TOTAL 2362 SOL FT' 064VIS ADDED LED LWTS • IOTCNEN i BATH PER MARL DOILIES 01ASM ADDED STOVE OPTION ELEVATION C 4 D (TAMPA) m9nvl9 ELEVATION G' SIDNG-ADDED LOUVER • GABLE ROOF Ipgg�9 ,ADDED OPT. B�•m' CEILNG HLEKaHTB d/mV2m REPLACE USP CONHS CTORS WTN SINV'8011 CONNECTORS m4MIRm REYIBE ENKAVENT RADON PLAN DRSI1610N6 04/m" OPT. W-m' CLG. HILT: ADDED LED L*HT N FOYER m4/0WV OPT. W-m' CLG. W.T. ELEVATICN 'C'- REVISED W04T OF ARCHAY ,0 ADDED ELEVAT;OwLs'L' rr (OR.)GL. STRUCTURAL SHEET DESCRIPTION m'V540 ADDED ELEVATIONS T1G'•T1H'•T18' (OR.) PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3•lA—DETAIL'S PG S3.113—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774,6078 FAK 407.7744078 ww W.abdealgngroup.com AA#: 0003325 a Z gg 1< F m o lag BUDDIV, & LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEIe 4EBB "1828-CALI" GARAGE gVfM s: LEFT PAGE: COVER SHEET 160 MPH EXP. C SE DRUCT ATIc-- 09/01/20 8CALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2, SNre WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONaTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-I063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA#:0003328 c a o0K b SunDIV at I.OT: ABBOTT PARK LOT #18 BLK #15 PROJECTp 04181.000-18151 MODEIU 4EBB "1828-CALI" GARAGE 9VRNG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C lw 9- 39'-8' - I. o!tfttllo alittttttttt!ollttlltttttio' olttttl!o . ollo o r 'o � I . r r r � O . p � ' �'� OI' 11 0llll0 � � - olltttttllo i r . / o r , o = Ia i r r = r �� p ■i i arran.•�• e r I • M _ ,I ' 10 - -_ • - CODE `� r r® r o I r r . FOYER p mi I'11 ro t:Iw4v 0 ' �/ MA ;I ole olltttttfo;��o!itttttllo ollttllo ollttlia ti FLOOR PLAN SCALE: 1/4' . I'-0' sq.FT. CALL. s LIVM 1828 Sa FT. GARAGE 430 SQ FT. ENTRr 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 Sa FT. OOIFO M AID C ADDIIDMSD LOADS SAW 11I11) EIPOM FOR S SBOOID GIB18 OFBINOS SGUAE ZOIE IOWN1MDlND RBI III ADTIFE FOOTAGE MINL WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN' 41 5 31/-39 CRITERIA 16010 O.H.P. 112 5 283/-315 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXF.-C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIIIROL OA19 r DBL. TOP PLATE 9 BAR DETAIL NOTE. -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOJIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNE86, SOLID OR HCNEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-77446078 FAX 407-774- 078 www.abdesigngroup.com L AA M: OD03325 4 O SUDDIV. de JI.OT: ABBOTT PARK LOT #18 BLK #15 PROJECT/► 04181.000-18151 UODELt 4EBB "1828—CALM" GARAGE SWD90: LEFT PAGE: FLOOR PLAN N.160 MPH EXP. C D 09/01/20 SCALE: 1/4"=1'-O" $BEET Al N-18'-4' BLDG. HIGT. 4, (TYP.) FYF'ON LVI2X24 OR EOJIVALENT OPT.COACH LIGHT I%l%hl'&kmkk 10 \o/ -0, PR 4p�pp IOil 'AMI I E — Iillimi �I�I IC M. (TYP.J FRONT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A FYPON BKTIIXII OR EQUIVALENT I6'X62' FYF'ON DECORATIVE 4B SHUTTERS OR EQUIVALENT Imo' 4' RAISED BAND (rYP) —00'-0� FIN. FLR. OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/370 REQUIRED VENTILATION AREA 2364/30D • 7.88 VENTILATION AREA SQ. I NCHES PER FT. (144) = 1134,72 SO, IN. MIN. REQUIRED VENDLA DON = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ, IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. FERVENT 56736 /115 TOTAL # OF VENTS REQUIRED 4,93357 TOTAL#OFVENiS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALL,NO OVERHANGS INCLUDED V-0' Vi a. HGT. 8.0' BRG. NGT. 1 I 10' 4B 4B TYP. ElEl FIF-1 0'-0' FIN. FLR —_ __ _ _ _ _ - 0'-0' FIN. FLR I I - ---------- -- - - OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1 -fU F �D S 0'-0' FIN. FLR. --------_--------------- — ------------_---------- OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. m ro m 0'-0' FIN. FLR 2 RIGHT ELEVATION SCALE: 1/4 . I'-O' TEXTURED FINISH 2' 8'-0' BRG. HICsT. � iv iv � (� 7� 1,_4.7k i DECO. DTL. 0'-0' FIN. FLR A SCALE:1/2 . I'-0' _ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngtoup.com AA 0: 0003326 b -g�go 6 ti I 40) gll fsUBDIV. ag LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODELS 4EBB "1828—CAU" GARAGE BTrMG: LEFT PAGE: ELEVATION I'D" %160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 06v OUTLET 20 AMP IMMILE POLE IIOV OUTLET IIOV OULET H CP CURET VAMP TO marrow arl RIM OUTLET MIND WRYRO FAIL NTEMNMM (TG'S7R IESRMM 7T17) 220Y OUTLET (4) ERE CONNECTION U� GP EDIT. YIATERPROLT CUTLET CROIEO FALL Mgp�RR e11ATCH BOTCH 3-WAY OPEN. 64 SOTC 4 4-WAY OPTFR I WALL MOUaTeD LW*R CEILING LIGWT © LED CLG LIGM LED ©vP PROOF LIAR O VP VAPOR PROOF LOW OmcasalD CAN eANT. PAN 1 CIT1 PER 6t3 FT. VLNT. FAN BHLIGHR I---- V PDOIAE ® T N(IE I-EABRAD ARAM �� lT 7-OULO WRAP • ItT eatme CE MNTJ Am"p 2' FLUORESCENT 4' PLLCOUSCEH2 r�Q D C 6 W TRACK LI6Nr O PANEL awl METER 4 S.D. SMOKE DETECTOR dTt. eAoc-.�6�L. �i WLHSECdEBE r-t �1 WALL NIan1ED eMOKE DEraerole GADI R4aauP 9EJY�I� p�oR 6RE Too ®CAPISM e)Co COMB 60N1D0 SHALL OE A DISTANCE OF NOT LESS TToo 4' WALL PE RANT L1GHR NATURAL OM T ► 121.11440141 JACK WATER TO M ELEVATED 1 CCNOMCMM 0 'WVAIR 6u Aw aN f'Q TELEVISION mm CE&aaG w JO J-OCOt TO SE SUPPORTED IN ACCORDANCE AM OOx MANED AS SUCH I= INSPECTM CA NG Box Pamm GEB.ING PANILtlM To m &Aq om eD IN ACCOIOANCE BA RON MARKEO AS SUCM PCR 24' 94CANDESCOW ,LIGIIA L1aan STRIP n�Nwng 36' RGWpESCMIT WOW MR P 0 41V INCANDESCENT LIONT STRIP K.00D LIGHT El OPT. aaAlTr KEYPAD PA Fu8m4 rtTGN POR Cwtvas wE POIRT • LOCATION OP TV JACM a PMOE MME76 4 PANE TO BE VIDWISO t HONEOUNER PRE-CONSTRIIC710N MEETING. • ALL 0 A 70 AMP ERANCN CIRCUITS TO Of ARC FAULT PROTECT® P'ER CLEC7IICAL P1MOvbIONS OP I� 6,M lDlTlaa [2elT) .NEC 210D 2eN4 EomoL •20 AMP DEDICATED LAUNDRY CARNA • CA A ISLAND [NOT ON KITCHLN CIRCUIT) • DINAUASHER DI600*=T TO M LOCKOUT N PANEL • DATNROO'7 E)DLAU6T PAN TO HAVE MN CAPAOTY OF 60 CPM NTEWITTE T PER ELECTRICAL PRDNSIONS OP SECTION MOOT! e)O • RRAOOLt O.DLAUNDRY ROOM PAULT C 0 CUR-*MRMPTER PROTECTION POR PERSONNEL ON FMOSMS • ORNG METHOD SHALL DE NON METALLIC CAME PER ELEOTRDAL PROV1610N6 OF PEOR ATM EO [2e11). • ALL WORT: TO COMPLY MTN ELECTRICAL PIWA6100 OF TWO P1YJM STM ED r2on1 • ALL l.M'M SMALL RE Nl R['t«n BY EULOER AND lM DA - ----- MMT B E)w_,R.'T EggoNt TYPE PER IONrREMDEATIAL !?ER6Y M ZRGU RollR4e41 OPT. COACH LIGHT --------------------------- ELECTRICAL PLAN SCALE, 1/4' . I'-V' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN W P Panel MAIN - A PANEL: 61I6 mop cd. breaker VOLTAGE: 12D 1240 V -1 Ph MAN: 15D Amp M.C.B FEEDER 3- M1 Cu TH9MJ & 1- M6 Cu (G) in 1 12" C. OR 3. #M AL THIN & /-M6 Cu (G) in 1 I17 C. wire Pot. ew w«n am wxn CireaN Omuu warn a« ew Pae wha all 1 20 Extxlx R« ..FINx7UG 12OD 1 2 S c 1112 2 20 kdoatlan Pump 1000 3 s 4 S c e 1 s3a Im C.U.1 1 35 1 2 R Spa. 7 e PANEL -A PANEL: 42 at breaker VOLTAGE: 1201240 V APh MAIN: 150 Amp M.L.O. FEEDER: 341 CU THJNN & 1- M6 CU (G) in 1 1/Y' C. OR 3- MIA AL THNM & 146 Cu (G) in i 1/2" C. WIN P.I. Sw Ds«d Bon waro cireaa I clmak want Da«dPB.n ekr Pa. wlm su 1 m smd rn.e Ingo 1 2 won _ Range - w 2 R all 1 20 Iffl of/HEMGFI leoo 3 a e12 1 20 Sm.l Apo .. logo 5 9 4M Wxx Mast, 25 2 010 012 1 20 R Nor 15M 7 e 012 1 20 Dhln R«a atlas AFCI 1500 9 t0 1200 Oa a1 GF1 20 1 N2 N2 1 M axh GFIR.c Pans 12W i1 12 too D. 04,GFI 20 1 012 04 t 15 F x/Nttl/Bed.a2& OW BM a2 AFCI 9go 13 14 5000 Dy,GFI 30 2 a10 N4 1 /3 LM Room, Lanz AFCI 900 15 le N4 1 75 KaeMn,P ,&Dlnin AFCI goo 17 Is 1500 Wash, GFI 20 1 N2 a/4 1 15 ISO&C1OAFCl goo 19 20 1000 Gan Doan xGFI 20 1 012 012 1 20 Lau /BadN/Den AFCI 12DO 21 22 1 12oo IGmw IExtedx Us&R• clas AFCI 20 / 012 S a. 23 24 goo 0x S.. AFCI 15 1 014 S . 25 900 Omari BaNr.om AFCI 15 1 104 S a. 2T 28 Spec. S . 29 30 1000 "'.1. -ty 20 1 N2 sp 31 32 S e S . m Jr S c S . 36 m Sens SPa. 37 35 S be a9 2 35 A/C AHU-1 Hex, 5 KVA x 65% M26 39 41 40 Sp... 42 S ce Lad• '«t to demal ec'x WAdWsl/. fe0oo zm I L.daubadndxn«dec Wcdati../lki. Demand Factor 81CUlaaons: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NMRRUPTER NC: NONCONCDENT LOAD W: GROUND FAULT INTERRUPTER Tax aad.ubl«t t. &,nand adnl 41700 Fin' 1 Woo _ t. t 100% 1OD00 Ramailn v xQ% 13080 da A/C load 1R2N LOAD CALCULATION 13 BASED ON AIC NON -COINCIDENT LOAD Tdt Conn«'.a LOW Wale 33000 Tax AEar m . n 1240 molts) 141.3 General LighUng & Receptacle Load Tdx AX S . FM 1626 Gwml Us & Re, 3 W / 5 . Ft. 5484 HFHat. 1 at 66w Na/100% 65 Tax Gmml USINts & R« alh 5549 Ckta# T"al%al6 G...I Lt. & R« Pant A 9 617 5549 / I L I I I LED LIGHTING C� SINGLE LAV. e BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND NMALLATION6 SMALL COPLT O rM ELECTRICAL PROVISIONS OP THE FWA SAM EDITION [eonI LOCAL CODES, MID ALL LOCAL POWER C1211PANY IEGUIREMIMS. D. ALL CONOUCTOM 6NALL Be TYPE THS4UnM N UNLESS NOTED OTH RINAW PROVIDE 160 AMP, OM40 VOLT, I PHASE SECONDARY: SLOC7RCAL SERVICE PROVIDE 3 -1 COPPER (CU) IN I-14" DIA 6CHMXLE AO PVC COOLAT OR PROVIDE 3 Q)0 ALU IK" rAL) IN 2" CIA SCHEDULE 60 PVC CO PAT ttLM SERVOS 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE OT14 THE ELECTRIC COPANY PROM TO DID. I I L - I I I I e I I I I L I LED LIGHTING C DOUBLE LAV. BATH M SOAO C U, THM MUN a 11S qU N 2' TO TEN'INATE AN I... 1S0 N•P D16COMIEG7 BOTCH AND 11OG40 VOLT MI ELECTRIC METER IN I PWSE IEMA SIR ENCLOSU E PANEL OOAGP NNIIIIANCE 6�n H i "mm"nm IBONONG TEMNAL AT LOW VOLTAGE CONECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER OF THE BID" DIA X 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 Q er6 V IS, 4n ju ! G 0 L SU DDIV. a6 IAT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEIA 4EBB Na1828—CALI" GARAGE OWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C OND El 1 I I I I I I ------- 0 N LAV. 0 �I � � I 0 I I • • n v ---- I --J SINK O SNLLR PAN I--� li I _ � Q Q Ti 3'-2' IF 25'-5' 0 N I I I 21 2' VTR L,' � I IL�K �I ` SINK W1 2' I/2' — 3 2 3 I' 1 I' O_ AUTO VENT 2 IR' p \ I V2' �Orll — "I 2' -----� " LAVI LAV I IR 3. I I TUB � 2• LAV V LA I 3 I I I 3' 3' WC 2 SFIWR 1/2. 3' 3• 2 WASHER 2' CO TO MAIN I T___ I I PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE' 1/4 - I'-m' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL327B0 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA A: 0003325) b b BVBDIV. at LOT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL' 4EBB "1828-CALI" GARAGE 81IING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C D TE 09/01/20 8CALE: 1/4"=1'-0" SHEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND 6E SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL SE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNI< l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS -THIRD AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'XT' TAPCONS UNIT 81M ISM WS ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUMARETUFN AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB NBXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY REFR40RANTLINES CONDENSER UNIT AIR HANDLERCONNECTION TO PAD EXTERIOR WALL3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN CCND. DRAIN 3/4' D14 OVER HEAD • 12'FROM STRUCTURE EVAP.TRAY PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER k�/�MECHANICAL FBCR 6TH EDITION (2011) BLDG. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR WALL COUNTERSUNK CA. PLUG �— SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP. ) FIN. GRADE OR PAVING 1'-S'X8' CoNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ■ NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE= 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdaslgngroup.wm AA N: 0003325 74 a t 3 i k C J I ac7HDM & L.OT: ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 MODET- 4EBB "1828-CALI" GARAGE 8717NO: LEFT PAGE: MECHANICAL PLAN 160 MPH EXR C •i X PRINT 09/01mm /20 DATE: 8CAL.E: 1/4"=1'-0" SHEET M1 .04 IF 2X4 TOP PLATE PER ELM 6 PRE -FAD TRUSS 1/2' CLG. DOARD IQ' DRYWALL T`)r SECURE ST. UDS S24' ST PLATE TO SLAD rT V 10d MASONRY NAIL • 32' OG. MAX BLAD FN. FLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL I UW-x PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-D' FIBERGLASS SHINGLES OVER r30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' CAB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE e PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 -0 TYP' ELEVATIONS O.H. VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND--A— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLMr ¢/S' GYPSUM Bi OR 1/2' HIGH STRENGTH CLG BOAR 5' DIA. SLEEVE, DO NOT CUT BOND BEAM ' SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION 4 NDM ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OjC. S' CMU 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9 bJJ ON O.S.S. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FIN. FLR . 91 4. m .. . a. n W/ WINDOW OPENING n TYP. WALL SECTION N L NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF SLOPES 2:TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LA ERIUNDERLAYMENT SYSTEM 1 SCALE: 3/4'"r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6l5'1 ewW.x ArD auL Lli � t PMC aae roP ow LN ay .om eAAs [FBI\GAS LINE THRU BLACK seALs. w•.r-r W' "4M 2 COAT - FORILAw C8@lr PLMTw APPLRD Damilmy TO MAGONW &ALV. STm RNA vMMAL TRAM By nns. FmTwmD TO MUM MRACMZU tw n•oo= APPROVAL S' cm SSE STRICTUML mm Il"oplco'sw 2" P.T. uD ATTACHM TO FLL CKLL AS Mit PRODUCT APPROVAL lao. SEALANr " ROD DAfX61t 3 GARAGE DOOR JAMBS \11D1 SCALE: FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION FIBERGLASS SHINGLES R'.10'.S.0 ON a' Obs. 2x PER STRUCTURAL DETAILS OVER W FELT PAPER OR SHEATHING OR }' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE L RSDBJ.I ON 1' 0J315. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'•0' p-m. FASTENER SCHEDULE TYP. PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. O.H. 2x FASCIA PER j PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED JPER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. PORTLAND CEMENT PLASTER APPLIED WOOD RASE 8' Cm DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR a, (aMU 4, 4' )P/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA C: 0003325 ro At Y b b slunniV. as L.OT: ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 MODEIIe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C I A AI NO DATE: 09/01/20 s cA,LE: 1/4"=1'-0" SHEET D1 rats 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (IJ W S' J-BOLT W( 4' MKIMSEDMENT W/ 2• X 2' X I(S• WAS/ER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS X wI WAsept 4 WT m m tGECUPW 2x4 ON PLAT TO BLK IW RY MASON NAILS. 2X6 RAGE DOOR G CAIIgC 8EGIRED (W(5) L 2' X S• J-BOLT OR ANCHOR m BOLTS, W' 4' MIPL EMBEDMENT, UV 2- X 2' X W WAMIR 4 WT. (I) Wm484 S' CF TOP. (U WT14N S' OF THE BTM, (s) Evel4.r ePnceD. o m m m m m NOTE16 ALL ANCHORS SHALL BE IN ACCORDANCE TO MAMPACTU45R'S INSTALLATION D*TRWCTIONS WER! At NSTIOIGTll /m d h •� GARAGE DOOR 1 BUCK ATTACHMENT 2X4m SECURE TO 15LOCK W/ W6• TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMJ WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 1s. DRYWALL 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR I'X2' P.T. NAILER 2Xbm SECURED THROUGH Ix4 P.T. OR %*X4' MIN. SECURE TO BLOCK W/2-V*' NON-STRUCTURAL V.- SECURE THRU FRAME 4 ❑ TAPCONS TAPCON MIN. IA4- EXTEND I-Y4 INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ %' TAPCONS MIN. HEAD SIZE 300 8, cm (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4) DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING. OR I'X2' P.t. NAILER WITHIN W OF EACH END 4 D�.X4* 2X8:® 18' O.C. MAX SPACING SECURE TO BLOCK W/2-vo TAPCONS (MIN. SHANK SIZE DOOR CASING DOOR CASING POOR JAMB OR WINDOW .145 MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MM. EMBEDMENT I Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-18/1#" A WNNDOW TO BLACK +3 4 OR +5 4 C WVfDOW W +1-1 8 SCALE: KT SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V.' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Y4) WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. 2X6,m2 SECURE TO BLOrK W/2-Wb' TAPCONS(MIN. SUAW, SIZE .145 MIN. HEAD SIZ[Dti' 0 MIN. EMBEDMENT 029 WITHIN B' OF EACH END 4 8' CM 18' O.G. MAX SPACING. V DRYWALL 2X8,m 1•X4' OR PX2• P.T. NAILER SEAP0�STO BLOCK W/2-%. CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR LAMB TO BLACK +i-1 2- WDDIDOW TO BLACK +1-1 " " SCALE: RTA. 2X4,m SECURE TO BLOCK W/ �((' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WR-%, NON-STRUCTURAL i(r' TAP0" TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8, ISM WITHIN 8' Or EACH END 4 K' DRYWALL I5' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� SERE TO BLOCK W/2-V CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOV WBTO T% Rom) BLDCKK+22114$" u SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ 94' TAPCONS (MIN. SHANK SIZE )45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 15' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-i6'40N-STRUCTURAL TAPCON MIN. I-Y4 (MIIV. MLR SHANK SIZE .145, SH EMBEDMENT INTO BK LOC MIN. HEAD SIZE 300 g• cm MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN e' OF EACH END 4 •X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. 2X8® SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18, O.C. MAX SPACING. MANUFACTURES DETAILS. MOI6 4,IPP Y MmXO i0 PLPf.1l� (W MOP CeC�DX'! DOOR JAMB TO BLOCK +3" E SCALE: N.T . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-'V NON-STRUCTURAL • TAPCCNS(MR SHANK SIZE TAPCCN MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y49 8. CMU WITHIN 8' OF EACH END 4 RYWALL 18' O.C. MAX SPACING.' 2X8,m2X Ei OR 1'X2 P.T. NAILER SECURE TO BLOCK W/2UCTURAL SECURE TO TAPCONWMR SHANK MEMBER A45 *A:TTACW A21d WITHIN 8' OF EACH MIN. HEAD SIZE 300 4 b' TO 8' O.C. MAX MIN. EMBEDMENT I Y4')OR CASING WITHIN 8' OF EACH ENDJAMB OR WINDOW 18'O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3' F Tf +3" SCALE, N.T.B. 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 )1) NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 W5' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPCONB(MR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) , DRYWALL WITHIN W OF EACH END 4 IS'O.C. MAX SPACWC 'X4' OR I'X2' P.T. NAILER 2XD® SECURE TO BLOCK WA-1/4' Yo' O.S.B. X 4' MIN. TAPCONS (MIN SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OJ: MAX SPACING MANUFACTURES DETAILS. 11014 4MH M MmB ro P5lf� JMf !OOl,oP pi®.�"! DOOR JAMB TO BLACK G +--71/ R+ 3818" EZ,TT 2X4m SECURE TO BLOCK W/Ya' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 4 ��� STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xim SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 94' TAPCONS TAPOON MIN. I-Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4') 8' CM WITHIN 8' OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X84ma SECURE TO BLOCK WA-1/4' ' ..X 4' MIN. TAPCONS, OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' O- EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" DOV H +3 3/4 ' H V_VSC,ALE, KTA IS N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 - 74 r k � k r ¢ Me B sunDIN. do LOOT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL• 4EBB "1828-CAlf GARAGE 91IINO: LEFT PAGE: DETAILS %160 MPH EXP C rKuuuL J ArrKu V AL LLJ 111YU-3 L ANUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1149S.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1044L3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/32/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 1326S.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL70D6.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 000332E o iokko � 6 SUDDIV. S. LOT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04 1. 00-18151 MODOU 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C 727 DATE 09/01, BCALE: 1/4"=1'-O" SHEET D3 PI®sORI'ED CONTROL JOINT_ PLANGE OF CONTROL JOINTS TO BE UMRED TIED TO LATH • V O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO U14LL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W) V LEG TO 10 SECURE ACONTRDIY BE �JOINT . OURNG INSTALLATION ------ PASTENERS TO BE 9PACED-7 • 1' O:C. MAX VERTICALLY LATH SHIALL NOT \ BE CONTINUOUS THROItlH CONTROL JOINTS BUT SHALL BE 6TOPPED AND TI AT 6 T I OAP T Tod J' THICK. IC S COAT CEMENT WLAYER -2. POWFIBER BUILDING PAPER APPROVED METAL LATH 1 FASTENED a' (VERTJ O.O. MAX SLP AT PORTO UM LAYER 9, STUCCO ~ WOO SIEATMM ED BACH IDE `� PROVIDE 2X4 BLOCKING PER .4SM C106S / \ I PLACED PLAT MAX 6' TO 6' 1JO.I.4 FROM CONTROL JOINT WMINN \ CONTROL. JOIN FALLS ON FASTENERS FOR LATH TO BE NAILS ON \ _ i STRUCTURAL STUD STAPLES N 07MPLIANCE UV ASTM CW&3 7- 2. WRE TIES TO BE (NO. 16) 0ID416' UPS / S. EU-CCKING SMOIIN MAY BE N ADDITIA� \ TO WALL STUDS Ow""ED PER PLAN / OL TOLD .iYAlO . n. A OI —Nu—. n.A 2. CLAN. n.E x COWAN 0 n. C OL FOLD WOUAO. PT.A 2. CLAN.let. A POLO ® I1'GGLO 11i1MO . n. A 1 CIeAN . PT. 6 •CMSAM. FT.0 It POLO n. c oval n. TILL n. C TOUCH" KANN r OORQ1 R''N� WATER T. NAL POW .OQ. lim PAT. .n (ON WALL aLT.tait:TloN. bKm APPROVED BUILDING WRAP 614ALL M LAPPED A MINIMUM OF 6' • VERTICAL LAP6 (ROLL ENDS) a 6' • NORIZCNTAL LAPS. ALL OEMs NEED TO BE TAPED UTH PORTEER 6FEATWM TAPE r MILL LAP . h TAL LATH \ \ LATH VERTICAL LAP TO BE I' 1 METAL LATH LAYERWM I STUCCO WRAP at I.QU QlY / UR6 LAYER 4, FOR(INDER �BWLDING PAPER I 2 SCALE, I VP.1'-B' ® KICKOUT DETAIL UATM "o'" l n.o OR SOLOW NOTE, SIDE LAPS OF METAL PLASTER DA9E6 SMALL BE SECURED TO PR4MNG MENDERS. THEY SMALL BE TIED BETWEEN &A-PORT6 WTHI OAT415-K (121•MM) WRE AT INTERVALS NOT MORE THAN 6' (22111-MM). AS PER A6TM CW63 1AL POR REPAIR OF TEARS N WRB LAYERS, TEARS MAY DE PATCFED UUMOUSE URAP TAPE PER MANIF. SPEC. OR PEEL a STICK WOOD 6HIEATI BUILD[ PAPEP 6TUCC 4'R4' SELF-ADFIERNG MEMBRANE R.ASHNG (COMPATIBLE W( HOUSE 6' WRAP MATERIAL) OVER APPROVED MOPE UIRAA•. q. �'� PLA04NM TO EMEND ONTO PIPE fi 4 1' OR LESS PIPE 6'R6. SELF-ADFlIth16 MEMBRAW PENETRATION FLASMINS; (COMPATIBLE UV FOAM MATERIAL) OVER 4'x4' SELF-ADHIERNG MEMBRANE FLASHING OVER APPROVED ,4 { I mom UARM. FLASHING TO EXTEND ONTO Plrt OUT AND OVERLAP ONE SIDE OF SELP-ADHEPBKs I'IEN'IBRANE FLASHING CUT AND OVERLAP ONE 610E OF GTCp STEP "1 �p �17 RING METIDRANE STEP 02 i' THIICL S COAT CEMENT FLa61411i PLASTER UM LAYER .1, STUCCO WRAP METAL LATN UM LAYER -2.RT , POIFIBER LAYER -2. FORTFIDER L M MPAPER BUILD6Ka PAPER LAIN T.OL, L METAL WPM LAYER al, S11)CCO UIRAP 67r6' SELF-ADFERMG MEMBRANE PLASHING OVER 4k4' ULP-APHEFtM MEMBRANE R.AGMIOVER APPROVED NG UIOOD SMEATMING STTRAFE, STAPLES) AD HOLM HOLM ~. PEGUIRED TO SECURE PLASNNG TO EXTEND ONTO NPir PIPE( WRE TO PRAMING 4'R4' SELF-ADNERM MEMBRANE Jftii PLA914M OVER APPROVED NOISE WRAP. i TO EXTEND ONTO PMPE CONT. BEAD OF SEALANT INSTALL APPROVED NOU68~ AIR INFILTRATION BARRIER OVER 6MEATMNG ELASTOKRIC COATING OVER STUCCO) C.V. PIN1614 (SEE TYP WALL SECTION) >TH "R WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRE7 < TAPE OVER ROOF/WALL SCREED S'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.B. SECTION PER SECTION RM.? EtUEecW Portland oNlnd o ement plaster shall comply with the appllcetlon requirements of ASTM C 92&12A. InstallaWn of exterior lathing anc training shall comply with ASTM C 106-112A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www,abdosigngroup.com AA #: 0003326 !a F To 0 b C I kuj4h 8V8DIV. Ae LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL' 4EBB "1828-CALI" GARAGE STNIATO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C nwTE: 09/01/20 SCALE: 1/4"=V-0" SHEET WA1 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND 150TTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEOULMCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 9. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 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 PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, A' CAULKING 6 JOINT ALL AROUND PER SECTION R703.7 Extaltor lathing and pWmft trg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 9, ,X: STUCCO WRAP I .: HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-64-1-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO r�r iv rcc�.c�vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I_� —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLIWz ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UIRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE .0. FELT-PROVI' SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEF #3 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP METAL. LATH CONSTRUCTION : ��—FNIS14 do 020DD FASTEN TO WOOD STRUCTURAL MEMBER • I' OL. MAX r cm `' TO 16' MID -WALL }gsue ar�cRr 6' WIDE STRIP SELF ADHE6tVH FLASHING, CLEAN MASONRY BEFORE APPLYING V FIN104 • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X J } MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 9 5TEE) #2 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SEE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r74 Z c L iD b A kOk iQa� rPIRO BOTT PARKLOT. #18 BLK #15 JECT# 04181.000-18151 MODEU 4EBB "1828-CALI" 0ARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1�2 CORNER BEAD (FASTENER 4 SPACING ® 7 O.G.) GMU %' TPICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O M Amill 40 w i C 81UBDIV. 4 LOT•. ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 MODEL 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH LEGEND DRAINAGE PLANE (LURE LAYER "I, STUCCO LURAP) LURB LAYER 02 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — WOOD CONBTMZTION BEYOND WOW SFEATHMG WEATHER RESISTIVE BARRIER 9 D ATI-OR FMISTRVE / \ XX T Yew 61DING \ —ARM FLAGHM 6' a M-A9*4N s�"�' 6 j WEAT EER PE616TIVE MAPR01 STARTER STRIP / \\ \\ DER RESISTIVE I&Sfm an`\ _ LASHIN6AHERMG \ GALV'D METAL GALV'D FETAL Z'PLA8HMG '2' PLA6HMG WpIbOD TRIH�AFEf'1DER OQAQ / \ qTTgEpp CASNQ / 1LLIaOD TRP'1�ML''MBER \ ` SEAL GAP We.AlLKMG OR APPROVED 6EALAW SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD C."TAXTION DET'OND WORD SHEATWMG LLBATHER BOX T Yl WL A6P466T1IDVE DAMER .1 IVE6SIVE BARRIER M \ `LA OH�BOAID 4 SAMN �-ADHERINGNUNATHER REN6ERR6TINVGE BARRIER STARER STRIP V F616TCVEDER -ADHERMG� GALVD METAL GALVD METAL — — •2' I'LAMIMG W FLA6HMG an HARDIE TRIM PER ELEVATION OEBQ I / \ HARDIE TRIM PER ELEVATION \� / OR APPROVED SEALANT CASM ` 1 SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-8078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 174 s; 4 h O mKK 6 6 R aU13DIV. & I.OT: ABBOTT PARK LOT #18 BLK #15 PROJECT#► 04181.000-18151 MODZU 4EBB "1828-CALI" GARAGE 9TnNG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C m 1/9' TEXTURED FINISH • WOOD, i _------------------------•----+--------- /-.-------------------- ' - - 1 - -. FINISH a CM 2x6 SUB -BANS W/I'x4' NOTCH ® METAL LATH END, WRAPPED IN - - - - - PEEL 4 STICK METAL FASCIA NRAP WR0 SHEATHING CSTUCMU l LAYER I I�� DRIP EDGE STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER I ` F -- BUILDING PAPER i/S' TEXTURED I ` ------ (FRAME ONLY) �� I FINISH is WOOD I 2x6 Sue BAND ROOPM I " cErIENr i I/8`; ,i I/2' TEXTURED FINISH a CMU DRIP EDGE \� • F METAL FASCIA \� METAL KICK OUT WRAP Ys' FROM ©PLA B \- __,; ! ° ;i STUCCO, 1' FROM WOOD WALL \ � EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \� \\ SUB BAND ONLY \ \ ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) - "1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x / x x x SUB BAND DETAIL ® WALL SUB BAND DETAIL Cam? WALL WWKIC K— O UTK—OUT ►ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 6ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774 6078 FAX 407-774-4078 www.abdosigngroup.com AA S: 0003326 la 7 i+ c � w BVHDIV. As I.oT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL. 4EBB "1828-CALI" GARAGE 81111IIATG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C qpl 39'-8• 28'4" 3'-4" 15'-10, 9'-6" 9'-W 3'-6" 36'-2" TOP OF � SLAB °' W 1 - - - - FM-12X12 - - - - - FM-12X78 - m xi ,1; F-2024� LLf SLAB a ¢ Ow J.a 1,-0' 3 1/2" f t.1 , - -- EXTEND FM-12X18 4" PVC SLAB 1 1/2" 111 ;CHASE , I TO TOP OF I n SLAB I� , , 41 :7 -0 I f 1.1 I N *6 1/2' 4' 17'-8" 2'-8" I 1.1 I x I� I� N EXTEND 1 2 SLAB 1 1/2• Lt �F; ----1 1. m FM-12X1 m 8 (w LL 4• CONC.i N - u SLAB ) ' )o LCC 2 w b J 5 1.1 L7 1 1 4F.C-12X78 FM-12X18 v FMC-12 18 F L _1 FM-12X18 4 4 1.1 1.1 2'-8' 16'-0' 2'-8° 4'-4- 3'-10' 10". 21'-4' 14'-0' 39'-8" 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 +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.DINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS exe W1AXW1.4 OVER GENERAL 3 1/2' 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 7E-1 8 10 - s (+)0'-0' FM-12x12 12" CONTINUOUS 12' - (2)#5s +0,-0' FM-12x18 12' CONTINUOUS 18, (2)#5s (+)0'-0' FM-16x18 16, CONTINUOUS 18, - s +0'-0' FMC-12x18 12, CONTINUOUS 10' - s #5 IN CURBVARIES -24 4 24 24 s 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 ICI www.abdesigngroup.com l AA #: 0003325 tl io 5kk0 6 ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 moDEL' 4EBB "1828-CALI" GARAGE SWXNG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING }} ,o STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND d y CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢ SPACING REQUIREMENTS - ¢ w m U w ..tL�� �p- 1 — GARAGE DOOR Lu RECESS W .I" . B' ¢ � 2 8' CMU WALL O 8• CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR I w w = O ZD 2 , .ol IN FOUNDATION WITH 30' LEG EACH w N� +-0'-0• _ WAY AT ALL CHANGES IN DIRECTIONS a - TOP OF SLAB ' TOP OF SLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS •I • CURB FOR 1 EXT. PORCH SLAB �. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) 83 18' EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER ILL° ,If a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7 0, AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE 6' CHAMFER (2-STORY) #4 24• W/ 1/2' ISOLATION (1STORY) CHAMFER (2-STORY) UAND � •- 0'-0' APPLICABLE) 2 SEE SCHEDULE 30' JOINT(WERE APPLICABLE)WHEN SCHEDULE#5 TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE '•AR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS 1* 2 TO 3, PROVIDE 2 BARS), ONO #7 42' zNq EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE: 3'4"=1'-0' CORNER BARS DETAIL 4 DOOR OPENING 3CALE: 3/4"=V-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2"CAPPED j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE & 0- SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'x9' WEDGE ANCHOR W/2' BTM. PLATE TO BE PT, W/FLANGE BASE p, g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO - Q 8', ONO — PLATE EPDXY 6-1 /2'EMBED. MIN. ®18'OC SLAB W/tOd MASONRY o ¢ O FOLLOW ALL MANE. = SIMPSON SPH4 OR SPHB MAX. NAIL 18' O/C STAGGERED. m ¢ SPECIFICATIONS FOR < BTM AND TOP PLATE ADDITIONAL METAL = ro USE AND ANCHORS W/ tOd x 1 i/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' F- PREPARATION OF U cr HOLE. COMMON NAILS FILL ALL y REQUIRED WHEN V) UPLIFT IS PRESENT. TAPCONS ¢ HOLES, DO NOT USE 10d w w g x 3' SEE SLAB SCHEDULE Q Q SEE SLAB SCHEDULE O}, ,QQ TOP OF SLAB � e , TOP OF SLAB 4' CHAMFER (I -STORY) 6' CHAMFER (2-STORY) : a,� • �_ �_ . EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY B°A`E: y'•=''-°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:3/4'=1'-0' (W/ UPLIFT) 8 SCALE 3 ="° (NO UPLIFT) SCALE:34'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q ^ as> PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO p BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W"'d MASONRY NAIL a:F w 16' O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO ¢O cn 8'CMU WALL UPLIFT IS PRESENT. 2 — +- 0'-D° POURED LINTEL CONT. (TYP.) , •' 8' CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE ,la 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' + - 0'-0' 2 MINIMUM EMBEDMENT INTO TOP OF SLAB � a• g "ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND zo a . CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH t. -� FOUNDATION AND SLAB ��"^'^�*-�41^a—f SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) I V SCALE: 3/4'=1'-0' 1 1 SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA M. 0003328 -pye� rr s3y p 2 U R 6 6 SUBDIV. a LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL: 4EBB "1828-CALI" GARAGE OWWO: LEFT PACE: DETAILS %160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM — VARIES PER ELEV. Z a i44i N. RONALD REAGAN BLVD LONGVVOOD,FL32780 PH:407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 #5 BARS Ell 8" lk a a CLEAN OUT REQUIRED V-0" FOR INSPECTION Q m �Ic �� O 0'-0' FIN. FLR. • TIE ERTICAL REBAR TO HORIZONTAL R REBAR W/ 10" HOOK X 3� y C b � ixx5 a a BAR SIZE 148 BAR DIA.�c 2 ¢ #3 2 24' #4 CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES 42• O� q MASONRY SYMBOLS HORIZONTAWERTICAL `� SCALE:3/4'=1'-0' R40RCING ' Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0- SPACING REQUIREMENTS mw U ¢O N Z 8' CMU WALL oA LAB TOP OF S4 TOP OF SLAB �• -SEE SLAB SCHEDULE -SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB 4- CHAMFER (1-STORV) m OU c a • , ° W/ 1/2" ISOLATION 6- CHAMFER (2STORY) JOINT (WHERE • < #4 24' APPLICABLE) Z . MATCH STEEL 45 30' i REINFORCEMENT 6' PVC CHASE PER SCHEDULE #6 6' PVC CHASE THRU FOOTING MO sUDDIV. & LOT ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL: 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS THRU FOOTING #7 42. 160 MPH EXP. I MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE EP 0 9 0 (DTIHRUFOOTING SCALE: 3/4'=1'-0' D . 09/01/20 CALF: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER 6' 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RaRM INDICATES OPENING BELOW / T.0.8. = 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, DID. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fe ( �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61111110-6MR I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH - mm 3'4' (42') PRECAST 2231 94)' (4V) PRECAST 19m W-r (54') PRECAST ISO 64' (641 PRECAST 1217 6-10' (7n PRECAST 1082 V8 (7M) PRECAST 908 T4' (W) PRECAST 743 '.. V4' (112') PRECAST 554 10'4P (128r) PRECAST 475 '.. W-C (13n PRECAST 362 17-0' (1"') PRECAST 337 IY-C (10n PRECAST 295 I" (161n PRECAST 279 14'41 (17M PRESTRESSED N.R. 1 164- (IN') PRESTRESSED NA lrW (205') PRESTRESSED NA IS`W (M21 PRESTRESSED N.R. 214' Mn PRE N.R. 27-0' 0"") PRESTRESSED N.0. W.D. PRESTRESSED ��==�== OmmK:m 000voo� 0�m0�00 mmmomov ��000�0 0®Om000 0movo�r mm000mo OmmOmmm ommoo�Q! oo�o©mv ICE oommomo oommo�o o©m�mov oo�ommo 0���0000 �0��000 ���"0�� Q"D� "I OC 0mM�0®0 ��"�"�� 0m��mm0 �0000�0 (!55') N.R. - -- _--- _-- ---- 771 _ - 3E7 W/14 W I W@ I 12ffi (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM'SAFE LOAD TABLES" BY CASTCREIE SAY MIS EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 61MF6NBB I SAFE LOAD - POUNDS PER LINEAR FOOT Y-W (4n PRECAST 1025 1024 1598 Y4r (4n PRECAST 4'-V (4n PRECAST MS 703 180E W-W (45') PRECAST 4b' (54') PRECAST 592 01 1073 V-r (54-) PRECAST 64- (64-) PRECAST 411 411 146 64' (64-) PRECAST 6.17 (M7 PRECAST 340 330 018 6-10' (7n PRECAST 64r (78') PRECAST 507 721 490 64r (TV) PRECAST T4' (W) PRECAST 424 534 303 T411 wi PRECAST B'-C (117) PRECAST 325 612 230 V4' (112') PRECAST 194r (125) PRECAST 254 401 180 1V4r (120) PRECAST 11--C (13n PRECAST 250 462 154 11.4- (130) PRECAST 170 (144-) PRECAST 244 402 137 17-V (1441 PRECAST 174' (10n PRECAST 217 324 110 174' (18n PRECAST 14'47' (16n PRECAST 205 293 100 14'4P' (18n PRECAST I*S` (176') PRESTRESSED N.R. 284 91 14'2' (170') PRESTRESSED 164' (104) PRESTRE98E0 N.R. 259 63 16-P (154') PRESTRESSED 11`41 (2DIT) PRESTRESSED N.R. 194 84 Ir-C W" PRESTRESSED 19'4' Mn PREST1E88ED N.R. 148 52 1V4' M21 PRESTRESSED 21'41 (2501 PRESTRESSED N.R. 125 42 21'-C fie') PRESTRESSED 2r-W (W') PRESTRESSED NA 1 118 40 274P ON-) PRESTRESSED mo wn PREsTFmm N.R. 1 91 33 2C-V Inn PRESIREMED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT I REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. I - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 15-0126.03 L — — — — — — — — — — — m — III—m—mmm—m--m— mJ umm—m-- m.,A---------md LIFT BEAM PLAN SCALE: 1/4' = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003328 Pi H a o k1ko 6 as 9UDDSV. Sao TAT: ABBOTT PARK LOT #18 BLK #15 PROJECTI11 04181.000-18151 MODEL' 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. PeP�F�P 9Q NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. T OF `1 F=FILLEDW/GROUT ' Y U =UNFILLED .pPO NOMINAL (#OF #5'S, IN 2ND BOND WIDTH / BEAM COURSE N.M16-1 T/1 7'. BHEIGIHT��'S,TOPIT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1MA)B INDICATES A DOUBLE BONDBEAM #5'S, BOTTOM AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T//MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL t T/OW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 31/4' WINDOW A' SILL Z a SLOPE m TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2'=1'-D•. TYP. BOND BEAM � 8 1#5 TYP. 8'x16' BOND BEAM xF�F 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8xB BOND BEAM TOP OF W/(1)#5 BAR .y�; SONDESAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2)LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR rf Bx8 PRE -CAST CONCRETE G SCALE: 3/4'=1'-O' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND ta' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18• O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/18 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 1-1/4' MIN. 2-12d PER BLK. EA, END EMBEDMENT OSS SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4"=1'-0" I SINGLE #5 CORNER BAR, 30x3C TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rr 6 o 9tT8arv. to LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT" 04181.000-1815 MOD= 4EBB "1828-CALI" GARAGE 3WD4t0: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. y M � � c3 1 0 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. CJ7 11--°--Ir—'-1N — N— CA p I 4 C,J3 p N N M fl II ppp p N N Nfl 1 1C N p ry CJ3 ATYACH 4p0' LONG 2x IAB A p 1 =I CJ5 s a n 11 n 11 TRUSS W/ 10d NAILS 0 6' O.C. CJS (4" FROM EA. END) to 1A .1 AtOG A�.m yra�a = j: 1 l a I 1TI 1 08 s O ¢$ O 113 A =ems s�:sue amsa� �a�s s—:ses= —a:s s� Z U 01 A� s aaasa _ _ PREF TID ROOF o 0 24O.C. MAX I I I I I I I I I I I I ssmss�a =:oa=: ¢ 0 O I �I� I I I I as o4 O 0 Q U I I I 1 I o O AIA = U I I I I I I g 22'x5I4' AAACRcra ' I I I I I I a b 1A =ama�= amassed ®:ate= a a®s.�--s— ---a�as.® 1A O R LL 1 .1 (nO I I I I I I z O IZ 1A s = ass = 1A --- 1A A5GE I GT I W. I I 1A - FRAMING PLAN SCALE: i/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.00m AA #: 0003326 7 Z C kbk b � SUBDIV to LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT# 04181.000-18151 MODEL.• 4EBB "1828-CALI11 GARAGE SMING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C Drp.nvrA 09/01/20 SCALE: 1/4"=1'-0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24' O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH # 1100 UPLIFTSIMPSON (9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 Od TO HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4', TRUSS AND (4) 1/4' x 2 1/4' SHEATHINGTO 16d X, NAILS TO TRUSS x 1 R' NAILS MAY ADDED 6', 8• x 4'-0NAILS, TITEN 2 ANCHORS FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND DS , GIRDER. PROVIDE 5' GI DE W W/,Od NAILS, 2 ROWS, 3' O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4", (18) tOd x 3 }' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON pRE-ENG TRUSS e', e' z 4'-0' MAY BE ADDED (2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3- HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 k' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT&SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1 X2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) 1' x 5' TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d }' x 2 }' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ,x2 SECURED W/,0d TRUSSES 0 24- 0/C, 2x WOOD FASCIA (2) e z 5' TITEN HD TO CMU AND (18) SIDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE SEE ARCHITECTURAL 3" TO GIRDER 12"O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV, COMMON NAILS. (2) }• x 5TITEN HD TO CMU AND (18) SIDS }' x 3" ,x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8• EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT= U:1810 LBS, L:770 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 = 4726 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la lb 1c ROOF 3 GIRDER CONNECTORS) SCALE:3/4'=i-0 S(i�GIRDERCONNECTOR(S)TYPICAL 4=,-0 SCALE: 3/4'=V-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4• T & G SUBFLOOR GLUED AND BRACE W/ (3) 12'® EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING L W/ 10dxl/2 HDG NAILS SEAMS) 0'-0' TO 30'-0' (1) W BRACE 0 EACH END. TOTAL OF 10 30'-l' TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE ELEVATIONPER - (1)'X' BRACE ®CENTER TO BLK W/ 1/2' DIA. FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' GIRDER 6'-0" MAX (W/1 X4) FROM CENTER TO END, WASHER SET IN HIGH R 10--0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PER ELEVATION IL Ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8' STIFFB CK (AS PER O.C. MAX 5/8' GYPSUM BOARD OR 1/2' HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD b > U MAY NOT SE (2) 10d's 0 EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) N Q a � REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.G. MAX, DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 18d x SE E SCHEDULE FOR 2X4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. - 10 BTM. CHORD BRACING 6'-0- O/C END WALL OR OTHER • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF `q -. o- 10'-O' O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSEQTI°"TYP. c BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4'=,'-0' a. GIRDER/WOOD POST CONNECTIONS `a 5 SCALE: 3/4'=V-0' FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4'=1'-0• (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4'D HOLE EDGE>5/6' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <215•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, AND F2) LOAD CAPACITIES HOLE EDGE >5/8' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE:34"=i'-0' 8 SCALE: 1 1/2'=i'-0' i N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AAA: 0003325 h o -eD is BUDDIV. Ae LOT: ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 MODEL: 4EBB "1828—CALI" GARAGE 8TfMG: LEFT PAGE: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d 0 EA. TRUSS(DIAG, BRACE TO COVER 5 TRUSSES) 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT V-0- TO 30'-0' (1) W BRACE 30'-1' TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1) `X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACKATALL — FROM CENTER TO END. UPRIGHTS OVER 4'-10` (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' O/C, 1x2 SECURED W/ 1ad SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG-D TRUSS 1 W/ HIP RETURN VTCR SPACING (1) AT EA AND 6'-0" 0, PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOOD O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24. O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8. O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED # 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 -� rr ABBOTT PARK LOT #18 BLK #15 PROJECT* 04181.000-18151 MODELA 4EBB "1828-CALL° GARAGE OWWO: LEFT PAGE: DETAILS 160 MPH EXP. C mb • q a A GABLE END HIP RDOF i`A' ROOF WIND DESIGN PRESSURES NET ( -10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT e' O.C, AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STR. SHANK ad RING SHANK, 2 1/2' 0.120' 170,000 1 ff— SCREW SHANK (116-2 RUNGS 8d SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTMF1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6- O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, 8d RING SHANK GUN NAILS® 4" O.C. .- TOP & BOTTOM EDGES J Q 2 Q 7 w Z7 Z Q 2 U m O z`O di V - J zN za 0 W Y a Q =U in O Z_a Q J J Q Z Y Z z z< LU a cD �U w a wL)a® It `a o z ' - W $ a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS—� ROOF SHEATHINGS ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS B 6' O.C. IN FIELD ` 8d RING SHANK GUN NAILS G 12' O.C. IN FIELD or Bd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.7 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, ffM EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD nan-concurrent 10 pet BTM CHORD -non-coocui—I DEADLOAD DEADLOAD 15 pat TOP CHORD 20 psf TOP CHORD (7 psfW ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 6 PSI BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED-180 MPH 3-SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITH LIMBED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: SDpsf, ROOMS OTHER THAN SLEEPING ROOM: 40*, SLEEPING ROOMS: 30psL STAIRS: 40pef SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIM SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM DAS57. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE WALL BE 3W.. PROWDE 6%AIR ENTIED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. RN NON-BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSDN-GROUND 04M INDICATED ON CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb. 1100 PSI AND A MODULUS OF ELASTICITY. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 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 FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM ASIS GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT 70 ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36' #6 BAR - 30' #7 BAR - 42' PROVIDE 36' x 3C CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE SITMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM "0, GRADE I'm . 1600 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S"TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BYTHE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS A3 FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTRUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy .36 k8i FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy . 46 Mi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 kd. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS BE S WITH THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'N- PRIOR TO THE ADDITION OF PLASTICIZER INACCORDLL BE TIGHTENED IN ACCORDANCE WITH THE TURNAFF•THE-NUT METHOD. NCE WITH THE CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOA'ED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COKWUANCE VATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REaAR SHALL BE AS FOLLOWS: A TFDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1lT FOR 05 AND SMALLER 2" FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 17Vt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03 6" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL - STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIAVTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALLTRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO7HE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER —.AT- 9RE TYPE SPACING RE -NAG APPLICATION TYPE BPACNG RENMRK9 #PTFURE-T. 'MA9CNRY/COAC. CASE IMRDENEDCOA NAILI tIY LONG. S'OR; GARAGEDOOR&ICK To MA90NRTA , IN•OIA. NO WARNER TAPCON MASONRY FASTENER SD,C BED-ENODST., —EDGE DST, S CASE ELEDG IOTENED I DI9i. 1.K,S SEE NAILInONG. STAGO RED I—NA9��� To MxCK WAS— EKPAN910NSOLT TEGE DIS WINDOWBUCK GAME—ENEDCOIL c•oro WlNoow4xwwFASTENED METALST—T. CONTACT THIS ENGINEER FOR SPACING 1. Pi, SEE NOTES NAIL I/2'LONG, 9TAGGEREO INTOMASON—ONO. MABONBY/CONC REQUIREMENTS E%r. SWWGDOOR 121 YtB'DM. 'TAPCON' OD rz'EMBED, SEND. —SEARINGWOOD Il2'° E%PANSDN .'EMBED. 4-END DUCK 2. PT. SEE NOTE S NOWASHER FASTNER IS fIM'EDGE DST. WALL TO Do. SLAB W/WASHER BOLT � 019T., S' EDGE DST. 2r PT WINDOW BUCK 38°PAF r21rS' B'OC A' ENO, DIST., I tYY PT TO STEEL COL.,SEE S'IWi WASHER STAGGERED EDGE DIST. NOTES NoTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 y Y JI 8 r a F4 4 a a mm eUDDIV. & LOT ABBOTT PARK LOT #18 BLK #15 P1iOJECT#/ 04181.000-18151 MODEL: 4EBB "1828-CALM" GARAGE BWMWG: LEFT PAGE: DETAILS 160 MPH EXR C 04 aw� 09/01/20 SCALE: 1/4"=1'-0" sl.Ms N1 00 0 (,2-