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Home My WebLink About8039 Broad Pointe Dr99 99 0 0 1(ro'72 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax. (813) 740-9715 1 •'.I.; Ohl" IRK SHiALL COMPLY WITH PREVAILING FLCkf� )A SUiLDING CODE, k i ONAL -1 ECTRIC CODE, :"' SHE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE Nov o CITY OF ZEPHYRHI PLAN EXAMINER *-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 .yWmm HgIIDm cm. Imam 11TAk � 6W BVi N 2017) •ALL 1DM AND RATE CODES -OCCUPANCY - RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE — VB 'MIN• INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH vasd=124 MPH :EXPOSURE _ C •I —STORY RESIDENCE •2—STORY RESIDENCE — W. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING A°r ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLR CEILING CLR CLEAR CONIC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER L DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTI. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH PLR. FLOOR FLUOR. FLUORESCENT FP_ DR FRENCH DOOR FTG. FOOTING °GAiLDISP. GAARRBBAGEDISPOSAL G.F.I. INTERRDTERLrc1RCUT OL. GLASS GYP. BE. GYPSUM BOARD H.E. LID EBIB H.C. HOLLOW CORE HDR. HEADER HEIGHT INSUL INSULATION INT. INTERIOR LAV. LUM. M R MIN. M.T. MTD. MTL. N.r.s. o.c. PL P.B. PH. PLY. PR. PH. P.T. R. RAD. R.A.G. REF. RM. ILOSc S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SL. GL. STD. sws TEMP. T.O.C. T.O.S. TYP. U.N.O. V.P. W. W1 WD. WOW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOTToscALE oxcENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM SOLID OPENINGEXT SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPERED CLASS TOP PCURB Top OP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITHPG WOOD WATER ATER WROUGHT IRON DATZ DESCRIPTION CDb I eftim ARCHITECTURAL SHEET DESCRIPTION 2011 FBC UPDATE PG Cl—COVER SHEET PG —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 APPROVALS PG WAi—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 VIAND CO*RE.I�D 04/" FOOTINGFIEv1810NPERneauE$ D7/C!/IS PLANMAMTENANOE m3 &" REVISED LINTEL SIZE AT FRONT ENTRY DOOR 06/1M ADDED LED LIGHTS • KITCHEN 4 BATHRO" PER MARK BO4E8 0I/ /g ADDED STOLE OPTION ELEVATIONS C'4'D' IORBAS ADDED OPT. W-o' CEILRG Wr*rt VVMV REPLACE USP CONNECTOM MTN 8PPWN CONNECTOM • 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 "DIM OPT, 8'-®' CL& I•IGT. ELEVATION V- REVISED HErjHT OF AW-40Y SQ.FT. CALC.'S LIVING 1,l��2 SQ. Fr. Gw4RA[sE 432 $a PT. 38 SG LANAI 9(p BQ•FT. TOTAL- 2;38 $Q FT. STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN AA —DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—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 TAXIES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdasWgrouP.com AA N: 0003325 � IB Mimi; 4A MA E 0 x 1UHDIV as LOTt ABBOTT PARK LOT #4 BLK #15 PR0"=Tt� 04181.000-04151 MODEL. 4EAB "1672- ARIA" GARAGE BVING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 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 CARMTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2&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 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 141NCH GYPSUM BOARD OR EQUIVALENT. 9. THE GENERAL CONTRACTOR MUST TAKE T CONTROL 1 R E MEASURES SU ES 0 CO OL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 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 WITHIA. 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. B. 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 COVERNIGS 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 EXTERIORFROSNES 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, I/? 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-01063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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-CID63 -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 CMUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS 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, 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 SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407474.4078 www.abdesigngroupcom L AA M 0003325 J a Ly 3 BItMDIV. de XoT: ABBOTT PARK LOT #4 BLK #15 PItoJTfrCT 04181.00 -04151 MODEU 4EAB "1672-ARIA" C;AP.AGE 8WING: RIGHT PAGE: GENERAL NOTES 160 VA EXR C -r ►Trr :• - •K pluNT I DATIL. 08/13/20 8CAIX: 1/4"=1'-0" 8*1111c v GN (2)3902-SH (2) 3052-SH � ILE XtwWAA 0 0 °IIEBEEEBlogo EEBI°��"'��o7MMM��II° - -- r r r r r r q r ° FM r r r - r- - r - r - r � r r Qi • - M r r - r N 12 !I � ,• M r r r r A �► BOLLARD O - - _ _ _ r GARAGE '. 'r - 1M i - i. Mw - - r r :. - al�li° °!IEEEUEI(R oggoaqa °Indo - - „.. 911110 °I�Ifo r SQ.FT. CALL. S LIVING 1012 80, FT. GAW4GE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2,239 SQ. FT. OOY'OIBIf AIO CLADDNO ■D LOAD/ eM10 111D �� FOR a IEodD aulfe 01981tiS Ilam a01E OWHUDW R3VM AIDTOE FOOTAGE MIN. WINDOW m 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 CAD, 112 5 28.2/-31b BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONMDAIEVMI/ v TOP PLATE 9 M BAR DETAIL A FLOOR PLAN SCALE: 1/4' . 1'-0' -2-8 LCUv. DOOR LLV 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 OPENW36 15ETUEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com L AA C 0003325 A M a At Q kk S o aUBDM at LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT/ 04181.000-04151 MODEia 4EAB "1672- ARIA" GARAGE 811MG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DA E 08/13/20 SCALM: 1/4"=1'—O" St1EET Al 4' FREIZE BAND (TYP-) •' TRIM BOARD (TYP.) SHINGLE RO S'-0' BRG. HGT FTPON BKTID(I1 OR EQUIVALENT 4' RAISED Typ'I BAND (TYP)__ 4 0'-O' FIN. FLR_s _ S'-O' BRG. HGT,s, 1'-8 0'-0' FIN. FLR FRONT SCALE: 1/4 - V-0* TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A BLDG. HGT. FYPON ECI LVI2X24 OR OR EQUIVALENT SHAKE SIONG AS SPECIFIED (TYI°J i' RAISED BAND (TYP.) S' i— COACH LIGHT OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC = 2235 SQ FT. NETFREEVENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA 2235/30D 7.45 VENTILATION AREA SC, INCHES PER FT. (144) = UM.6 SQ IN. MIN. REQUREDVENTILATION = .5X I072.6 IN UPPER PORTION OF ATTIC 536.4 SO, IN. OFFRIDGEVENTILATIONAREA = 115 SO, IN. PERVENT 536.41115 TOTALR OF VENTS REQURED 4.66435 TOTAL ROF VENTS PROVIDED = 5 [77*AREAOFATTICISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOROF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED S'-0' BRG. HGT 0'-V OFF RIDGE T 6 ll FEW INK ME LOB I :milm - -- -- I ILEI . I m 0 101 oli REAR ELEVATION SCALE: 1/4 . P-O' TEXTURED FNISH II I I'-0' I iv iv 4O I ■ 2.4• V-4' 2k i FIN. FLR ________-____ ______-___-___________-__-_ _-_ 0'-O'FIN. FLR A DEC0.1 DETAIL LEFT ELEVATION SCALE= 114. I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH 12 6 mr.F. 0'-O' FIN. FLR. WAIM 1441 N. RONALD REAGAN BLVD LONGWOOD, fL 32780 PH: 407.774,8078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003325 aa6� SVHDM as L,02- ABBOTT PARK LOT #4 BLK #15 PROJECT 04181.00 —04151 MODEL.' 4EAB "1672— ARIA" GARAGE 8WING: RIGHT PAGE: ELEVATION ,EDIT %160 MPH EXP. C NO DA'M. 08/13/20 sCAL.E: 1/4'=r-0" ®HEFT A2D ELECTRICAL LEGEND SYME1OL DEFINITION NOTES -f---1 DBV OUTLET 20 NT a►tlLE P0.E IIOV OUTLET IIOV OUTLET V7 Q• Orrm wRED TO swrew GIN SDV OUTLET S AM M D SWRiD PAIL N41M* "M (TAMFM PEOWANT TI M) 220V OUTLET (4) WINE CON ECTM -FF- III SW VATERPRDOP OunAT GROUND PMiT MERRPIR SWTCH 949TC41 a -WAY OF'ER SWITCH 4-WAY OPE L 914LL F'IOIMt0, ' V LWINT CEILNS LIGHT © LED CLG LIGHT LID VAPOR (Dh' P 10M LKW OVP VAPOR FROM LISHr wommer caw eVENT. AM I CPM PER e0. FT. VENT. PAN YYLIaHf I OTt PER GSA M. V FDNnwe [ePC'1 /0D M ® 24 KL0 YRAP A701f0 [ ) FL AROUND [ PINT.) { 2' KAN) MOCMWT W FLUORESCM p� W-a--tee-• � V TRACK LtlNIT 0 PMLL PETER �• SD. m1DKE porwrom rimer WALL Mm m MAMAACKAM I w r &I" DETECTOR W(k� ® $� cAracN Prole ° cowOF SMALL EE A DISTANCE NOT LEN TFlN 41 FIRM WALL F INDANT LOW Lr� NATURAL OY OUTLIff . MA44 A JACK EH amrweFISArER DISCONECT , AIR DoNpITIONma DROON WT REE AMU ON !� mxv&m JACK EDX O TO K SIS4ORIID N ACfgOA J-WX & S C M nANISsm AE euol FOR BON CELLNS PYLLIa1K TO EL altPaRTm N mOR ACCOIOASS C PL4Rae AS SUCH FOR PMFECTIDN pip 24' NCYNDtSCONr L1aHr STRIP 36• eiCM'DIDICORr �ncna,a Lmu eTRR• 4V N-4tgMDCNW Liam STRIP !LOGO LISHr R, aPr. eEuwm KIMPAD • PD. rumm-aARTON Fm cwrm WO PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO t5E VERIFIED a HOMEOWNER PIE -CO IMUCTION MEETING. • ALL IS 4 20 A P MIRMCH CIRCUITS TO BE AMC FAULT PROTECTED Pere ELECTRICAL PROVISIONS OF SEM A,nN mIrLON [fAn) 4 Tu flan 20LL EDIr1ON • 20 APP DEDICATED LA1 DRY CRROaT. • OR a ISLAND (NOT O1 WJTCW 1N CURCUIT) • DOOMA M DISCONNECT TO EE LOCKOUT N PAEL BATHROOM RX"IST FAN TO HAVE MN. CAPACITT OF 00 OM NTBMVTTENT PER ELECTRICAL PR0081010 OF Sawim MOMS SEA- jj1GDLlMDd • Lhktcwr ROOM RECEPTACLE SHALL EE OIRam PALT CNRCNT-NTEISUPTlR PROTECTION POR PLTAONNEL ON PQDEM • WRING PRTNOD SNA-L = NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PISae &TN ED [20M1 • ALL WORC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE RIfJ! NTH to [f01r1 • Il.l LAFIPS eHALL e.n ie,,.D IS r mu o m AND Taf OF LIGNTNG MAT RE ELR%Y !9l•ICIINr T'P[ l.ER FJlG E11EeeGY [dNeIRVAWON [AlaID6l71A. 9LR6Y F---__-_- CEILING PRE -WIRED j MTD. LIGHT �. 7C-G FAN TOBE `11 I - PNSTALLED,- ROvIDE ; , U-BOX FOR , \ I OPT. PAN I yp1 111 �� MIA 01 11) PRE -WIRED CLG FAN , \ C.' J \ GREAT ROOM \ \ I I PRE -WIRED \ CLG FAN / 8D. itiCAiMJSe / �•\`r/''� P9. FOR- ' CHIME$ � „ J E3 PRE -WIRED CLG FAN OWNER'S Sul / PRE -WIRED CLG FAN HOOD WIRE W/ OUTLET FOR GFI \ SWITCH IN Lam- a CABINET- I t\ o \ KITCHEN I I 1 II / L -_ GFI \ I P.B. FOR- AU-P.- GARAGE DOOR It _ J \ zu�: /f BOLLARD MOUNTED AS REa \� LIGHT W/SWITCH IN PER \\ ATTIC CODE KEYLESS FIXTURE GPI� CLG. OUTLET E OWD IRRIGATION OUTLET 0 \ 48' AFF I I GARAGI 1 y-( I yT�. II \ JAAST \ / -COACH -- LIGHT ELECTRICAL PLAN SCALE. 1/4' a I'-C' WP Panel MAN - A PANEL: 8/18 vp ert breaker VOLTAGE: 120124O V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-01 Cu TFNA181- 00 Cu (G) in 1 112" C. OR 3. #2+U AL THAN & 1- #8 Cu (G) in 1 1/2" C. win, P.I. I agr N.mt fton I W.IN I o'w I I cimwl I waft. I N San IW Pei. I Win M2 I 30 Ealxbr Rso I.GFIt TUO 1 1200 11 12 o 012 2 M Mpolon P-P 1000 3 4 S 5 6 4N0 Aroc.u.1 Bo z s10 span 7 e PANEL - A PANEL: 42 at breaker VOLTAGE: 120 / 240 V -1 Ph MAN: 150 Arta ML.O. FEEDER: 3. #1 Cu TIMM 81-#8 Cu (G) in 1 1)2" C. OR 3. 41M AL THM 81- #6 Cu (G) in I Irz C. win P.I. Ekr Ne eon w.1N D uft M.wt Wafts Naerl man Mr PW. Win 012 1 20 Sma11A lama Im 1 2 10W Renw 50 2 R 012 1 20 Mi—%/Hw0GFI 1900 3 4 In 1 20 SmMIAppli m. 1600 5 a 4500 We, Hwler 2S 2 010 -012-- 1 zD Witt— 1N0 7 a 012 1 20 OW R-0,Iltt AFcl Ism 9 10 Im Ob dGFI m 1 N2 M2 1 20 80 GF1 R.WIt,tws 1200 11 12 two ONhw..hv GFI 20 1 all all 1 20 F w1Hdl/lau AFG 12DO 13 14 ww Oryw GFl 30 2 co a14 1 15 Gred Rwm, L.nd A Dining AFCI 900 15 19 8 w 17 to 15W W.M�GFI m 1 all a14 1 15 N A C40AFCI goo 19 1 20 1000 Doan GFI 20 1 #12 1142 1 20 eMaz Aa3/Sama2AFCl 1200 21 22 1200 Gsm /Ealalm W S Rao es AFG 2D 1 #12 8 0 23 24 goo O•n•[a Stole AFC( 1s 1 W 9 w mm O.w1aM1 fttt . AFG 15 1 "Al 7 m 1000 .iGr Nm al 20 1 a12 S o 29 30 INC fl—t al. mV m 1 a12 s e 1 32 sm.. seg. 33 34 S a o35 36 S e aS .. 37 38 as 2 35 A/CANU•1 (Npwr 6 KVA M W% 6120 30 40 spit.. 41 42 s s Lade to Mm.M eelm.aeulab- sm 15400 i7700 L..w 0eman0Netmeabelati m/Ws Dommd Factor CalcutIthns ABBREVIATIONS: AFC(: ARCFAULTCRCUITNTEMRUPTER NC: NC"ONCDENTLOAD WE GROUND FAULT N7ERRUPTER OW Wd t,* t w aemwW eldm 431N ' RNl 10000V 9100% 10ow R.m.h waft. at 40% 13240 «d A/C roes Stye 1mwcwrt h _ LOAD CALCULATION IS BASED ON A[C NON -COINCIDENT LOAD pal Omnanaa Lane W09 33040 T.W Am (wan. / 240 wft) 137.1 General Lighting S Rece Ycb Loan rdd ac s are Fmt 1672 Oeneri u. A Rr 3 W / S . R. 5016 mwd. 1 at htat100% 85 Twd General Ughts A Rae(Waft) .1 C10a# Tomlxdas Gmersl Us A R. Panty A 8 835 5081 i I Ir-3. I,-3. I I L i I L E I LED LIGHTING LED LIGHTING ® SINGLE LAV. C DOUBLE LAV. • BATH 01 OWNER'S BATH METER FIELD VERIFY PROVIDE a4AS ¢U, THIN 4 PIS W N CONDUIT D LOG. O E ACO AL, TO • R- IA N A CONDUIT OR 7AS ap BF.R. (CONDUIT TO lER'7NATE ABOVE SOFFIT • t7VHIS4ANGJ ISO AMP ELECTRICAL RISER NOT TO SCALE COIDNA.TION SERVICE ISO A'P DISCONNECT SWITCH AND DO/A40 VOLT - OSNCRAL 1407M M ELECTRIC PETER IN I A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL N M aR SNCLOSLPA r� CO7.1.7 W rW ELECTRICAL PROVISIONS Or THE POOR &tW PANEL /1yIrE�JII� (I! E LOCAL CODES, AND ALL LOCAL POWER COMPANY PkVQUNWAPID . D. ALL COICUCTOM SHALL BE TYPE TFSWTNW UNLESS NOTED On1EFRUML FN2YER COPIPANY T'� TeLEPIrOFe SERVICE$ABLE ENTRANCE REevlee eNnen+Ct INrRAra110 IOJRI'M EOGRlNT NTTERbYSTO'I OONDEe7 1CIFINOL AT LOIII .aser3e VOLTAGE CONNECTIONS PROVIDE 00 AMP, W*40 VOLT. I MAASE SE:CONDARS/ 114,29 IC SERVE GROLND CONNECTED TO ELECTLNCAL SERVICE. PROVIDE a 4 COPPER [CIA INC 21 CMTE ENCASED POOTER STEEL PER 1-VA" VIA SCNEDLLE SO PVC CONDUIT OR PROVIDE a ELECTRICALPROVISIONS OF THE -2/0 ALLMI UP! (AL) IN 2" DIA SCHEDULE 80 PVC BOITION 120M1 CONDUIT UNLESS SERVICE IS PROVIDED Wr THE ELECTRIC COP!ANY. COORDNATE WITW THE ELECTRIC r.1..1AX 0 FT LONG COPPER CLAD GROUND ROD COMPANY P 00M TO CID. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA N: 0003325 9 fIt A tMDM & LNOT: BBOTT PARK LOT #4 BLK #15 PROJECT# 04181. 00-0415 HODELc 4EAB "1672- ARIA" GARAGE 9TfWG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C - ---------------- - II � II II I I � I � I I i 7 N II II - - N I I II I II il I ----_J � I I I ii I i I_ c - 71 I I 0 I L v.0 I. 36•xbW --'- L V. SHWR PAN I i I i AV - - St N m ry , N '-11' 2'-S. 2'-9'71 --- PLUMBING PLAN SCALE: 1/4 " I'-C' a�2' V.TR. la "+ ' i 2. SINK t1.V AUTO VENT IIQ'� 1 1 I 2' V.T. rR I ^2. �—I1/2' rit 1IR' I ) I I IIQ tue I LAv I I/2' 4 I/2' I 1 V2 -- 1 Ia' Y• 2' 3 1 I 3' WASHER I WG. I LAV. LAV. 3 I C.O. TO MAIN 3 4• PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 Ill 407-7744078 www.abdeslgngroup.com AA M: 0003325 Y atMD=v & LOT: ABBOTT PARK LOT #4 BLK #15 PROJ)cCTp 04181.000- 04151 MODEU 4EAB "1672-ARIA" GARAOE XVnNG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C R' t K I DATIM 08/13/20 aCALE: 1/4"=1'-0" aiIEET 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 444ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL 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 6031 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMAMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM p 1 AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT (2) 08Xt 1/4' BHT. MTL. SCREWS SUCTION AND LIQUID — AIR SUPPLY y RER¢IGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN CCND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY d PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VFBCR 6TH EDITION (201T) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTERSUNK GA. PLUG � SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM D60M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V:C OPTVBPEC v4FL00R SLAB CLEAN -OUT (TY�P, FIN. GRADE OR PAVING I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXL GROUND CLEAN -OUT (TYPE NOTE: ALL MECHANICAL EQUIPMENT 814ALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALES 1/4 - 1'-0' m 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774.8078 FAX: 407-7744078 www.abdosigntroup com AA N: 0003325 if • Lt u� R4 J ib SUDDI\/. & iLOT: ABBOTT PARK LOT #4 BLK #15 PROJffiCT/Y 04181.000-04151 MODEI1 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PER r-LFL PRE-FAB TRUSS I/2' CLCL BOARD 14' DRYWALL --- Tv) - SECURE DT. — PLATE TO SLAB W / 10d MASONRY NAIL • 32' Oa MAX 2X4 WOOD 6TUO6 D24' O.G SLAD NOIE: VIUUO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINET$ 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.C. V?' n4M 2 COAT - F-01MAM COMWr P'LAGM AFTLIt'D DII<CTLT TO MAGOWr AM Ku. COMM DCAD v CW see aTRICIYML FOR " F.T. ao ATTACHM TO FLL OILL AS FM AP19SWAL RIM MALAW . DACKM ROD �:rF1CaMFORaASLM �' ��O!MaADyWWI soco w6ALV. 4Tl� DOOR A�DVAL RO, VOtr". TRACK P DT 011CN DT rwr. PAN101110 TO 01=14 TPt*= ORACKM uV P'ROOIICT .APPIR OVAL R16 rK FLR Y � I r 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS (H)TYP. INT. WALL NON—BRG. P D1 SCALE: 11/2'•1'-0' D1 SCALE: 3/4'.I'-Ir FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSU) ON J' ObU5. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IF!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6a GYPSUM DOARD OR 1/2' HIGH STRENGTH CLG. BOARD ATION SEE ENOEIQrxY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. 0A. R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. S' G'1U 1/2, GYP. WL. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905U.1 ON O.SZ. SHEATHNG OR } CDX PLYWOOD SECURED PER FASTENER SCHEDULE 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 FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA. END INSTALLED PER SECTION FIBERGLASS SHINGLES R806U.1 ON J' ObD. 2x PER STRUCTURAL DETAI�LBES OVER W FELT PAPER OR SHEATHING OR !' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE regoo 1 ON i' Obis. STIFFEA4CK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I1-0. FASTENER SCHEDULE TYP. `—PW-ENG UJD• TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE oN. oUa. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ONS ELEVATIONS ELEVATI CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG GABLE TRUSS SEE ENERGY CODE FORM FOR PRE-ENG. GABLE TRIMINSULATION R-VALUES WEEP SCREED JPER ELEVATION WEEP SCREED 2x P.T. SECURED PER S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 6TRUCTURAL DETAILS _ HIGH STRENGTH GLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION IQ' THICG, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. PORTLAND CEMENT WOOD RASE 6' CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj_ . — 0'-0' FIN. FLR 0'-C' FIN. FLR �--- 0 _ '-0' FIN. FLR a ,a .a �^A1 W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION S05.1.1 - FOR ROOF MI —STORY HIP BLOCK WALL SLOPES R LIN ERLAYMEO LESS NT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'•P-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE. 9/4'.I'-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 J 7 v pQQ� I 4A Iu 0 mm SvnDID as LoT: ABBOTT PARK LOT ##4 BLK ##15 PROJECT 04181.00 —04151 MoDzu 4EAB "1672—ARIA" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH EXP. C rm 2X6 P.T. • CENTER CF DOOR MEADER WO W/ (I) 1,12• X V J-DOLT v 4' MN. viwm'mT WV 2' X 2' X VV WASHER t NUT OR W/ (2) VJ' X V ANCMOR DOLTS W/ 2' X 2' X VS' UA"R t NWT ® SECWRE 2x4 ON RAT r0 DLK ® WV MA60NW NAILS. 2X&WAW DOOR W t.= WOMD Wv (S) V2 % V J-DOLT oR ANG�OR R DOLTS, UV 4' Mai. EMEEDMENT, UV 2• X 21 X IW UAGMER t NUR. (1) WTNN V OF TOP. (U W1TWN V OP THE DTM. (3) EVIMY SPAC®. mV. W (7 NOTE& ALL ANCWOIM SMALL W N ACCORDANCE TO MANFACTI#ER'8 INSTALLATION NSTI111=1 0 WHERE WCU Nfi?N=TleMa AM MOaR ATSPIfi@R GARAGE DOOR 1 BUCK ATTACHMENT e4uu w•.r.e cm DRYWALL :4' OR I'X2' P.T. NAILER SECURE tWRL FRAME 4 EXTEND WV INTO BLOCK W/ %' TAPCONS (MIR SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1-Y4 WITHIN W OF EACH END t 18' O.C. MAX SPACING DOOR CASING 'DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLACK +3,, 3 4 OR +5j,4 E: N.T.D. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK 812E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or -MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE To BLOCK W/2-V NON-STRUCTURAL )W A (MIN. SHANK SIZE J45 EM15ED NT I T MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y49 CMU WITHIN 8' OF EACH END t ' DRYWALL 18' O.C. MAX SPACING. ❑ 'X4' OR VXV P.T. NAILER 2XB,m SECURE BLOCK W/2-i(r' )6' OAJS. X 4' MIN. (MIN. SHAWL SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 16' O.G. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 TO /1 DON�K1/ yK116�DOWTO OS AL , KTA. 2X440 SEA PTO BLOCK W/ (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN B' OF EACH END t NOTE; STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X 6m SECURED THROUGH TAAPCOIU CURE TO BLOCK WR NON-STRUCTURAL V-' TAPCON MIR I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 ' cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. �/--I:X4' OR I'X2' P.T. NAILER 2X800 SEGO BLOCK W/2-%' DOOR CASING (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS, O.G. MAX SPACING. MANUFACTURES DETAILS. ne)4 a+n w nWpo ro FL,MAIr� (0o nor e■c>px•) DOOR JAMB TO BLACK +3" %L1 HID TO BLACK +3" '-' SCALE, N.-T.S. 2X4m 2X4.m 2X4m SECURE TO BLOCK W/ SECURE BLOCK W/ SECURE TO BLOCK W/ !(p' TAPCONS ST (MN. SHANK SIZE J49 (MIR K SHAWL SIZE J45 (MIN. SHAWL SIZE J48 (MIR MR HEAD SIZE 300 MIR HEAD SIZE 300 MIN. HEAD SIZE 300 MIR Y4 MIR EMBEDMENT I Y4) MIN. EMBEDMENT 04) WITH�EDMEN t NOTE, STRUCTURAL 2X WITHIN 8. OF EACH END t WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X W Or -MAX SPACING. MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. 18' O.C. MAX &PACING. MUST BE ON OUTSIDE t 2X*4M SECURED THROUG;W 2X6:m 2X6,m SECURED THROUGH SECURE TO BLOCK W/U-V NON-STRUCTURAL )V SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPC0WMK SHAWL SIZE TAPCON MIN. I Y4 TAPCONS(MR SHAWL SIZE TAPO" TAPCON MIN. I -A' •45 EMBEDMENT INTO BLOCK J'b (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. HEAD SIZE 300 MN EMBEDMENT I Y4) MIK HEAD SIZE 300 MN EMBEDMENT I Y49 MIN. EMBEDMENT I Y49 WITHIN W OF EACH END t 8, CM WITHIN 8' OF EACH END t W Or- MAX SPACING. 8' CMWU WITHIN 8' OF EACH END t 8' CMU K' DRYWALL 18' Or- MAX SPACING. 2X8,m IS' DRYWALL i'X4' OR I'X2' P.T. NAILER 1S' DRYWALL I'X4' OR 1'X2' P.T. NAILER IB' Or- MAX SPACING 2X8t2to � OR I'X2' P.T. NAILER SECURE TO BLOCK WR-))(r' 2ND 2X SECURE TO 2X8,m SECURE TO BLOCK WR 3(r'700OR CASING SECURE BLOCK W/2-i(a' CASING TAPCON MIR SHANK SIZE STRUCTURAL MENDER �'X4' 148 MIN. HEAD SIZE 300 W/(2)12d WITHIN 8' OF EACH END t b' TO 8' O.C. MAX (MIN. SHANK SIZE .149 MIR HEAD SIZE 3" JAMB OR WINDOW (MIN. SHANK SIZE .149 MIN. HEAD 81ZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 Y4) GAGING MIR EMBEDMENT IV) H TO 2X PER MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END • DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • MANUFACTURES DETAILS. WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS' OZ. MAX SPACING. ATTACH TO 2X PER 16' Or- MAX SPACING. S• O.G. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAWS (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) NOTE' SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-L 2' DOOR JAMB TO BLACK +2 1�} " DOOR JAMB TO BLACK +3" ivl 11RiD01/ TO BLOCK +1-1 in1 1TIND0W TO BIACK +2 1/4 �+ M +3" " SCALE: KT . �VSCALE, KT . SCALE, N.T.S. 2X4m SECURE TO BLOCK W/Ys' TAPC0WMIK SHANK SIZE 145 N. H MIEAD SIZE 300 MIK EMBEDMENT 149 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 16' OG. MAX SPACING. SECURED THROUGH 2X&m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MN. I Y4' TAPCONS(MIN. SHAWL SIZE EMBEDMENT INTO BLOCK 145 MIR HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4')Z ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. X4' OR VXV P.T. NAILER 2XDmSECURE TO BLOCK W/1-1/4(r' OAJB. X 4' MIR TAPCONS(MN. SHANK SIZE 146OOR CASINGMIN. HEAD SIZE 300MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN 8' O° EACH END tAT TO 2X PER 18' O)C. MAX SPACING. MANUFACTURES DETAILS. NM YN®i ro PW! AMA— NDT bCODJf•) DOOR JAMB TO BLOCK +3-7/18' N[ DOW BLACK +3-7/16* G SCALE, KT . 2X4m SECURE TO BLOCK WH4 TAPCONB IMIK SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' EACH END t STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6as SECURED THROUGH SECURE TO BLOCK W/1-I/4' NON-STRUCTURAL Sir' TAPCONS TAPCON MIN. I-Y4 (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) g• C!'RJ WITHIN 8' OF EACH END t )S' DRYWALL IS' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XS® SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN, TAPCONS OOR CASING (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMOW S OR WIND WITHIN 8' OF EACH END t --ATTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 H 3/4" WINDOW K +3 4/ SCALE, KT . 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH:407-7746078 FAX- 407-7744078 www.abdeslgngroup.00m AA F: 0003325 � p L4 0 74 aunDiv. do LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT* 04181.000-04151 MODMX,c 4EAB "1672-ARIA" GARAGE FUMING: RIGHT PAGE: DETAILS %160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 12473.9 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 13972.14 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 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23904.6 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 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2027 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 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#35353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS 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 6'-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/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.S - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS 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 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.2 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: 07/27/2020 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.7745078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 x f� a aul3mv as tor. IN ABBOTT PARK LOT #4 BLK #15 PROJECT* 04181.000-04151 MODEIa 4EAB "1672-ARIA" GARAGE OWDIG: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C OLnOLD NWO.rt.A OLFOLD - rr. A Dnr @N. OVOK Ar Yy GWAIWft M1044 CALLY Mom w 0C. F OL /OLD NfyO . rf. i OAfAM . R. • 10.D • ® LTOLD WI4C.R.• L OMAN . rr. C 4 FOLD rr. C oven rr. • TLL rr. C TaLlam amTOM FLAN= w YIN aorTwF "-'"tl' W1l. TtlIR NAL FOLD. GG. 8p1Off. Um LAYM % aTX= ~(FRATE 0LY) LAP LAYBW M WJLPM ~ 0vm t"L►p FL mw *wp FLure OR cm so PLA64M lDTALL Foaraur AT.ona, Of IUO!' . ® KICKOUT DETAIL "mt rag NAL mm CA scumt�� WOOD SHEATHING OR CMU WRB 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 WRB 4 TAPE OVER annFmieLL A/7QFF17 S'XS' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. - SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.1.1 / ASTM C-541—Og, MIN. 2.5 L85. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407.7744078 www.abdosigngroup.com AA M: 0003325 'L t a Qw V C 11THT eunDm eg LOT: ABBOTT PARK LOT #4 BLK #15 PROJEOT 04181.006-04151 MODEU 4EAB "1672- ARIA" GARAGE BIWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-5414% MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES CB DRYER VENT (BLOCK) BUILDING PAPER OVER 'CRICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METED VERIFY LO r- - - - -1 [, F_ I A VENT PENETRATION SCALE, N.T.B. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R 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 N APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER'!, STUCCO WRAP WOOD SHEATHING APPROVED NOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-2 OVER SO MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND NTERSECTIC STEP #1 STEP #3 WOOD CONSTRUCTION S' cm i—WOOD SHEATHING �—UAiB LAYER -1, STUCCO WRAP /—WRO LAYER -2, FORTIFIBER BUILDING PAPER ,--METAL LATH /—'I/i' TEXTURED FINISH • WOOD FASTEN TO WOOD STRUCTURAL — MEM8ER • T' OG. MAX )61 T )p !WALL "-6' ADIDE STMP SELF ADHESIVE R ASHINW, CLEAN MASONRY BEr01RE APPLYING V mmam • MAaONir (�74 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 7 8' STEP #2 APPLY SAL GRADE 'D' rE FELT OVER SELF -ADHERING t 0 FLASHING OVER APROVED HOUSEWRAP WRB LAYER M, STUCCO WRAP MEMBRANE FLASHING WRB LAYER &2, FORTINBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) 1 METAL LATH STEP #5 STEP #(, OELECTRICAL RECEPTACLE 1441 N. RONALD REAQAN BLWD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 r� i r to 4E 0 s ABBOTT PARK LOT #4 BLK #15 PROJSCTp 04181.000-04151 I1tODZU 4EAB "1672- ARIA" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AUG DATA 08/13/20 SCALE: 1/4"= l'-0" BSOMT WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIRBER BUILDING PAPER) METAL LATH STUCCO x—x—x—x SELF-ADHESIVE FLASHING — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 a � SIa r 0 4A m f a s I� atmDm as LAT: ABBOTT PARK LOT #4 BLK #15 PROJECT* 04181.000-04151 MODEis 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AUG DATE 09/13/20 *CALM: 1/4"=V-0" a*== WA3 tWOOD xRI'E6ICONSY17'EALALTIR°I CTIONI \/ dK)OD.TRCTIO N BEYOND BEYOND WDOD DATRING YDOD BHEATHM6 WEATHER R ESTIVE BARRIER ` DER �RESISTIVLLEATMR RESIGT RNAPMER4 1DRG �X'VA� `y \\ ` MO FERMG9NADNQRMO OR DING rLAINI6BD4BATTEN 'L !.AIMING n W616TIVE `W-ADWERM DARRE516TIVE�ER LBARRIER rE EATHR RESISTIVESTARER STRIP AEATFER REelerSTARTER STRIP DAIWER aMRER 4 ffill� on eADHERweADHEtlG �Mee��a \ L� dALV'D METAL GALw METAL MLvD•r KASHP2Zaw AL PLAowmva LME •�S on WARD TRIM MR 'ulaoD`Tpm r�A1@MEr R ' AT ION Y• X e' SIMLA7Ep HARDIE TRIM PER YISOD TRIM MEMBER I ELEVATION GAP \ \ / OR APPRDVE�T \\ / OR APPROVED SEALANT � CASING WCIAGM SIDING TO STUCCO SIDING TO STUCCO ® BLOCK TO FRAME ® BLOCK TO FRAME TRANSITION 24 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN, 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING, — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.•bd•eigngroup.com AA M: 0003325 BUDDIV. a LOT ABBOTT PARK LOT #4 BLK #15 PROJECT# 04181.000-04151 WODEU 4EAB "1672-ARIA" GARAGE 9WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C \ 2X6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL E STICK DRIP EDGE �\ 1` 1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH a CMU METAL FASCIA \1 WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) T/S' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x opt cm WRB LAYER h, STUCCO WRAP( RM1E ONLY) x x x x x x x x x x x x - WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x - BUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB BAND---IROOFING CEMENT x x x x x x x x x x x % x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN P ONLY, FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ROOF DECK (BEYOND) \`DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) ;1/8' TEXTURED FINISH iWOOD, I/2' TEXTURED SUB BAND DETAIL ® WALL \ � FINISH ®CMU 2xb SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x :X.. _... im x x x x x x x x x x x x x x x x /4 ' I PRE-ENG'D TRUSS TO BE CUT at x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS &'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/I1 'x4' - 00 NOTCH* END I I METAL FASCIA WRAP ®FL AN DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/►Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdesigngroup.com AA #: 0003325 C �IL J r p BVHDIV. as WTI ABBOTT PARK LOT #4 BLK #15 PROJECT# 04181.000-04151 moDEIt 4EAB "1672—ARIA" GARAGE 8WING: RIGHT RAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C CONIC. .AB `t r _ _ _ FM-12X18 — — — — — — — —/� 3 ' I— FM-12X12 `� 4" CONC. I °D I� 7'1'2" W a. F-24X24 �� 2,-6„ i ' I � 10 c 'i FM-12X18 4" PVC CHASE, I GL I+TOP i m p- OF ( SLAB j n 1" PVC CHASE FOR ELEC. Qa ISLAND ' LL , m I j y EXTEND I SLAB 1 1/2' TE1— .I _ _ _ _ _ _ _ _ _ _ I. *61/2" Y iv .I M I . I w LL 1 L6 ) t, EXTEND p FM-12X78 SLAB 1 1/2" 2 t.1 r---C- 4" CONI. ' I I SLAB 3 4 I *3 1/2, m al I I LL IL 71/2" FMC-12X18 — — FM-12X18 1• — � — 4 4 12X18 1.1 — — FM-12X/6— 1.1 — — — — FM-iZX72 FOUNDATION PLAN SCALE: 114" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 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. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"),AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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/ASCE5-13, USING: F'm = 1,500 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 WIAXW1.4 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's - Ha -al FMC-12x18 12" CONTINUOUS 18" - s #6 IN CURB VARIES F-24x24 24" 24" 12" s s FM-12xi2 12" CONTINUOUS 12" - (2)#Ss - (-)0'-4" TEA 8" SEE PLAN 8" - s 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 FM: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C W # zzy O y LY C ,SIIBDIV. Ale X,OT: ABBOTT PARK LOT #4 BLK #15 PROdECT#1 04181.000-04151 MODEU 4EAB "1672- ARIA" GARAGE STIMG: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C DAR ZT 08/13/20 SCALE: 1/4"=l'-0" s1 30" MMIN MIN, EACH WAY MONOLITHIC FOOTING Z }} pv ? STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND REQUIREMENTS v_ SPACING REQUIREMENTS SPACING - W m U w - GARAGE DOOR u RECESS Ka Q s. r� FM a g� y Z 6" CMU WALL O N 8" CMU WALL II ". f 1 CORNER BARS, SAME SIZE AS LARGER BAR I Lu W B' o Z ; .9 �� IN FOUNDATION WITH 30" LEG EACH "''IIII- n W U i7 +_ 0'-0• d_ WAY AT ALL CHANGES IN DIRECTIONS V) d1 TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS "; , MATCH AMOUNT OF CONTINUOUS BARS I o, ° ° EXT. FOR SLAB SEE SLAB SCHEDULE~ BAR SIZE 48 BAR DIA. 4' CHAMFER (1 STORY) - V I S - SEE SLAB SCHEDULE TOP OF GARAGE a "v. CONTINUOUS STEEL MONOLITHIC I I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY MASONRY UNITS SET `" �;0. AT ELEV: WI ,12" ISOLATION., ° 6"CHAMFER (2-STORY) ,8' EXT. FOR SLAB 4' CHAMFER (1STORY) Il. 0'-0" JOINT (WHERE i • #4 24" W/ 1/2"ISOLATION 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE �. JOINT (WHERE APPLICABLE) T`° EESCHEDULE •° i WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE ? FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST % AND BAR QUANTITY #7 42" AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GA SCALE:3/4"=1'-0- CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, C O/C BTM, VERIFY HEIGHT NAILS, 2-ROWS, 4" OiC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W ( 2z4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 112'W' WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE BASE 0.. EPDXY. MIN. EMBED I TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO -i 8", UNO PLATE EPDXY 5-i/2" EMBED. MIN. 16" OC SLAB V Od MASONRY 4 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 18" O/C STAGGERED. M =� SPECIFICATIONS FOR V7 ¢ I BTM AND TOP PLATE ADDITIONAL METAL = a6 USE AND ANCHORS W/ tOd x 1 V2" CONNECTORS NOT SECURE FLANGE TO 1- PREPARATION OF O COMMON NAILS FILL ALL REQUIRED WHEN NO SLABTAPCW1S SLAB W/(4) 1/4" X 2 1/4" HOLE. W HOLES, DO NOT USE IOd W y UPLIFT IS PRESENT. W x 3" SEE SLAB SCHEDULE x SEE SLAB SCHEDULE Q TOP OF BLAB ° TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ, EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 6cALE:3/4„=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL O INTERIOR CURB FOUNDATION WOOD WALL 8 6 7 SCALE:34" ,'-0 (NO UPLIFT) SCALE:3/4"=,'0 SCALE31V=V-0" (W/ UPLIFT) 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 z 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Q o: PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL W 16" O/C STAGGERED. ADDITIONAL METAL U v a CONNECTORS NOT REQUIRED WHEN NO 0 (L 8"CMU WALL UPLIFT IS PRESENT. � Z TYR) POURED LINTEL CONT. ;: ( 8" CMU FILLED CELL (TYP.) ' TOP OF SLAB+i" SEE SLAB SCHEDULE I. 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB g Z "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND ,6'• O.C. VERTICALLY MAX _ bo POURED MONOLITHICALLY WITH +- - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE g FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL, PAD BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=1'4" I 1 i SCALE: 3✓4"=V-0" 1441 N. RONALD RFAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www,abdeslgngroup.com AA N: 0003325 M a • Y J a aUDDIV & LOP ABBOTT PARK LOT ##4 BLK ##15 PROJECT# 04181.000-04151 HODELa 4EAB "1672-ARIA" GARAGE EVMG: RIGHT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M 0003326 stMDIV ae LOT ABBOTT PARK LOT #4 BLK #15 PROJECT/ 04181.000- 04151 MODEIa 4EAB "1672- ARIA" owRwaE swiNG: RIGHT PACE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = 1'-V TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z L.. 5 Q CLEAN OUT REQUIRED ¢d' FOR INSPECTION m , . A •a . I .. TIETvERTICAL REBAR TO HORIZONTAL e.: REBAR W/ 10" HOOK _�II�� BAR SIZE 48 BAR DIA. Z #3 16' #4 id U #5 #6#7 HORIZONTAUVERTICAL REINFORCING SCALE: 3l4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a SPACING REOUIREMENTS U C) Z 8' CMU WALL TOP OF SLAB 77 4 TOP OF SLAB SEE SLAB SCHEDULE Z W a + N91ZE 48 BAR DIA.EXT. PORCH SLAB 4" CHAMFER (i-STORY) 18"W/ 1/2"ISOLATION 6" CHAMFER (2STORY)JOINT(WHERE 24" APPLICABLE) ZATCH STEEL 30" 6"PVC CHASE REINFORCEMENTPER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE &H� #5 BARS El * 8" 0 W CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 144i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � � b y7p�j ymp�j sUBDIV. Al. LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT* 04181.000-04151 MODEL: 4EAB "1672- ARIA" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 17 DAT- 08/13/20 SCALE: 1/4"=1'-0" QiiEET s1.2A 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) 1Od x 1 112" HOG 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. S. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 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, HEADER SCHEDULE MARK DESCRIPTION REMARK 10 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T,O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-1) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *—on- SAFE LOAD - POUNDS PER LINEAR FOOT �^ SAFPL OAD r'*— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8lH wp 4Fla4a 41asa was te �#® eroaas TYPE LENGTH 8ll0 SPe ROMU TYPE LENGTH IWIT war enalT amm WI&IT 4rlea7 4Pa4-IT most 41WIT W%WF411 WNW 432-TT ~ 3'fi (42•) PRECAST 2291 T-S' (4r) PRECAST 1026 1021 16H ye' (42� PREOAgT Im m apt Oar em trot ,m aw aw 404 =3 mot 4'4r (4r) PRECAST 1888 4'-0' 144") PRECAST 785 783 1309 NO (481 PRECAST On m NO Ma 46M we tap m e m ama 4m am N-r (541 PRECAST 15M 4'-W (541 PRECAST 892 691 1013 r-0" (54") PRECAST tm am am 3m 400 44m Im ap tm am 400 4�A 84' (541 PRECAST 1217 F4 (841 PRECAST 411 411 745 spa' BM1 PRECAST tmt 7m zam z4a as 44p IM4 1715 2a4 On 014 4aa 8'•10' (701 PRECAST 1002 8.10' (70') PRECAST 340 330 616 a-10' (701 PRECAST m t M 31a7 On 4a ,al as zap 3W as 41a r4r (781 PRECAST Goa B4r f7e") PRECAST 507 721 490 Ir r (18) PRECAST sa , t as am m 2. sa /40 I 1aM 1 no ate aaI 1 mz r-0" Mn PRECAST 743 r-r On PRECAST 424 ON US r-0' NJ PRECAST 7n ape apt as m I= "N me HE an an 74• (1121 PRECAST 564 W-C (1121 PRECAST 328 912 230 I FW (1121 PRECAST w 708 law tom w, 21U aro m in fa" "a ON a41 a74 1541' (128) PRECAST 475 100 (125) PRECAST 214 401 100 101-V (1281 PRECAST 4a m m4 linj wj 1736.j amt 4a m IIa tom tma aow I no 114• (1311 PRECAST 362 11'-4• (138') PRECAST 280 452 154 114' (198) PRECAST 474 004 Oro ,aa to I6I I7a Nt w ma. IMA an. 181501 mu 12'4T (1441 PRECAST 987 12'41' (141C) PRECAST 244 402 137 lr-W (1441 PRECAST 4m m4 4a lisp.t tae HO m 4a Oq tm IND. Ht Gam 134' (1871 PREC418T 208 IT-V (186) PRECAST 217 324 110 IYW (1801 PRECAST 414 m w M ai 1 Im 4M 4a 7a timidN 1m IWO l'I111 PRECAST 279 14'-0' (18n PRECAST 205 203 100 Ir-T (188) PRECA/T at as ea M. Im 410 4m 717 top I I Ilu 14'4• (171n PRESTRESSED N.R. �.i 144' (1781 PRE NR 284 W 1rd (178') P am In m Oro al 4m 1m Ita1 1m478�1• (1841 PREBTRFABED N.R1F4• (1841 PRESTRESSED N.R 259 83 18J• (114) P 4m m4 e0 Oro 7w 7 m1 toN Reptr-4' 0091 PREIIRESSED NR 1T-4• (208") PRE N.R I1N 8< 1T�• (2081 PRESiI)�4ro aro PN1 No 4p 7a 1m p8 um15-4' (2321 PRESTRESSED NR 1S'•4• OM PRESIAE98® N.R 148 R 1S4• Mn PRE I 0 w NI I 12V 21-W (2881 PRESTRESSED N.R 214' C+311 PRESIgEBBED N.R 125 42 21-W (2 n PRESTRESSED ap m m w 4a m m w w 104427-W 274T (2141 PREB117�BED KR (T541 PRESTRESSED N.R 116 40 2z4r (28<1 P w an m 513 4a m w ea m m 24'4T (2181 PRESTRESSED KR21'4T (218") PRESTRE88FD N.R 11 83 2C�" (2ee1 PREBRIdSED tat IN In 2U as 314 342 4W 4m Oro 40 m WI 4m la as 40 -IN 4N Ion IaT2 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCM BY OTHERS TO MEET OR S CEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE 818TALLED PER MANUFACTURES SPECFICATION8 • PROVIDE MOWN 4.OF BEARING PAST EACH SIDE OF WINDOW OPBMIO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 'oo�omm mm0000m O�00m0 Om00' ODOR mom�r, ooml m©�0000' �1>�00001�' 0momoom r�amomoc mm�0�m0 0�m0�00 omm�ao�Q- 0�00©00 ommom�!�r_! 000�m00 oomm�oo ®��0000 �Om�OmO D�mm®m0 ®�m0�00 0�01>0000 o©©©©DO 0000mmo 0��0®00 �0�0�00 0��000 '------------------------------------------------- 1 ♦ BF16-1T/OM/OB 8F16-1TIOM/OB 8F18-1T/0M/OB ef 1 I 1 ♦♦ ♦♦ 1f 1 ♦♦ 1 1b IM ♦ LL UNO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", LINO. 8RF14- 4# 1 1 1 1 I 1 1 ♦ 1 1 ^ 8F18-iT/OMI06 8F8- 1 8F20-1T/0M/1B 1T/OMIOB L--- --------------- J L---------i ----- LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN SLVD! LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdosigngfoup.com AA #: 0003325 g rya' • 1T1 • u�>� 6j 0 y991 9v»DIV & LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT 04181.006 04151 HODEIe 4EAB f11672-ARIA" GARAGE 8WII17G: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ifs CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP B"X6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL H3. E GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 606"5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTELTHE `p COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL BOND BEAM ^ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BECONTINUOUS THROUGH THE 1#5 l ff� / A TOP OF THE LINTEL, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IV'DEEP. ,L P05' F(G� 8x16 DBL. BOND TOP OF / ��• 9 Q BEAM W/ (1) #5 BAR BOND BEAM \O EACH COURSE G 8x8 BOND BEAM TOP OF • pQ�G�\� W/ (1) #5 BAR .` BOND BEAM ! GROUT I .\\Apt U = UNFILLEDSOLID FROM TOP .pL\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE p SEE NOTE 5 a\�� 16-1 T/ 1 I� B 8 LINTEL W/AS #5 BAR (L2)E p R�� NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY Q HEIGHT # OF #VS, TOP 9 OPENING-2" IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1Tf1M/OS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'0" AND XFXX- 1T/OMPoB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TO LINTEL OF OPENING AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) OBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM MIN DMENT I AT LOWER ELEVATION WINDOW 1 4 8" FROM EAC300 H END AND 18" O.C. MAX. #5 BAR BENT AS SHOWN EMBEDMENT 2 X 3) 23116 TAPCON 2x6 (MIN OR DRIVE PIN (MIN SHANK PRECAST "a 141' SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 11/4")8" 70. ,Lk 91LL g FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" c EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE SHANK SIZE, 145 MIN HEAD BAR TO BE PLACED IN SIZE MIN EMBEDMENT 1 KING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 1/4") B"FRO "FR M EACH END AND SECURE TO HEATH SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-11. MIN. 2-12d PER BILK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/18" OSB SHEATHING - CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 4 SCALE: 11/2"=V-0" 5 SCALE:34"=1'-0" SCALE: 3/4"-V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I > I r SINGLE #5 CORNER p" BAR, 30x30 TURNED. P g El�p OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM G8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"-V-0" 1441 N. RONALD REAGAN BLVDJI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a dosigngfoup.com L AA #: 0003325 is fi v 0w 11� Ty b aUDDIV. ae LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT# 04181.000-04151 MODEL: 4EAB "1672-ARIA" GARAGE SIMNO: RIGHT 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 WI (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 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 PSS36, .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 / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwAbdeslgngroup.com L AA 0: 0003325 Y 14 g J 4 9Q� Q QQQ� Q 8Q� Q p all I ABBOTT PARK LOT #4 BLK #15 PROJECT 04181.006-04151 MODEu 4EAB "1672-ARIA" GARAGE EWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ,,7 t aCALE: 1/4"=1'—O" 1 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE G 24" O/C, SUBMIT SHOP "ROOFMALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(i) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 k' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFMALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/1010d TO SHEATHING I6d x 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 }^ NAILS TO 6", 8" x MAY BE ADDED TRUSS AND x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" NAILS, HORS" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS 6', 8" x 4'-0" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SIMPSON TITEN D TO GIRDER (12) BOB WITH (4) �" x 5"TITEN HD TO CMU AND (12) SDS WITH TT EN 2 ANCHORS TO t lb CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }' x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) l6d GALV. COMMON NAILS, ENGINEERED WOOD S-(I) SIMPSON FOTR GIRDER TIEDOWN WITH 1x2 SECURED WI tOd TRUSSES Q 24" O/C, ix2 2x WOOD FASCIA (2) }" x 5"TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) i6d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 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 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS 12 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) 2" COVER 8 2"APART REPAIR OF MULTIPLE TYPICAL TRUSS/ la lb lc 3/4'=,-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2C a= s^ 3 scALE:3a"=r-a' GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)"X' BRACE SEAMS) 30'-l" TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1 /2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" a * SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. 1 x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d'a 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 20 SECURED W/ -nQj a MAY NOT BE REQUIRED (2)10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" NOT USED V SCALE:3/4"=1'-0° 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH IWO HOLE EDGE>5/8" USED SO LONG H EY CONFORM TO THE HOLE DIAMETER FOLLOWING 215.0 SGL. STUD OUTER 113 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 (Ft 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM. OLE DIAMETER PLATE < 3/5"D DBL. STUD NOT USED NOT USED ALTERNATE MATERIALS 11 AND BORING LIMITS 9 10 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 [—!. Y bbbJ g � � 3 sysaty. as LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT# 04181.000-04151 MODEL: 4EAB "1672— ARIA" GARAGE BVWG: RIGHT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X$RACING IS PRESENT AT BRACE WI (3)12d ® EP .+ n r ier cuceruiun_ eceuc� TRUSS (DIAG. BRACE COVER 5 TRUSSES) 0'-0- TO W-0" (1) "X" BR 30,-1" TO 60'-0 (3) "X" BF (1)..X" BRACE 0 CENTE (2) "X" BRACE DIVIDED FROM CENTER TO ENO PLYWOOD SHEATHING, SEE "ROORIWALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) i6d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, tx2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED WI (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-9' VTCR SPACING (1) AT FA AND 6'.0" O 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 O -ENG'D WOOD 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/ 112" 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 6" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdosipgroup.com AA t: 0003325 a �i.. L: aysary & LOT: ABBOTT PARK LOT #4 BLK #15 PROJECT# 04181.000-04151 MODEEa 4EAB "1672— ARIA" GARAGE BMWO: RIGHT PAGE: DETAILS 160 MPH EXP. C q WHE-ENO •�>� HM ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASIDE 7- ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' 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 7118" O.S.B. OR //P' COX EXT, PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ON. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 5' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ".F SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, SCREW SHANK 2 1/2" 0.120" 170,000 wffz- (16-20 RINGS PER INCH) Ed SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNG USE 1l2" CDX OR 711 G" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. „ TOP &BOTTOM EDGES „ J Z9 O LL SSQ U J_ � z=U' ZQY to G . IM TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS IDnna cuce-rwur_ -__ Emmmmimi I.-_-�mm ,I mmm a ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD 1 �•- 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8,.jN FIELD J\ 1 YH. ;Y41 SU SUb-YLUUH UtQKINU GLUGU I U ALL EAYUStU MtMtltHb GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE $HALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE Yr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%MR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1r. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 881 EDITIONALL ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS,! CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDES CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSON-GROLND JAI ERE INDICATED ON PROVIDESWINGS ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SEAMS LAPPED B UNCHES AND SEALED WITH ADHESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6tn EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE470WNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WONT TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH X CHAIRS SPACED T-W OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BV THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. W NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 40 INBARS, REBAR SHALL BE ASTM A615DEFORMED MEETING THE REQUIREMENTS OF ASTM A4/8, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A D SHALL GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIMVTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pa} VERTICAL BARS SHALL LAP 6 It BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 W TOP CHORD -non-Con rrt RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 PM BTM CHORD-IKx1,=ori-t 05 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1 082. TOP CHORD p TOP CHORD M wl ASPHALT SHINGLES) (7 PST (7 (1 PST w/ No GVPCRE7E) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 M CHORD BTbf 5 5 P BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pbf STAIRS LIVE LOAD 40 pa WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpaf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pM, GUARD IWFILL COMPONENTS: Sopaf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4Opel MASONRY; PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SOPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. ANCE WITH GRADER = 1500 PSI. BLOCK SHALL BE PLACED USING MANUFACTURED IN CONFORMANCE WITH ASTM 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 DRAWIN03 SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE Y-U ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 FOOTING S D L pL TYPE'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND OUTLINED UNDER ASTM HORIZONTAL VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST THE SIO SHALL BE THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO UNLESS O REMOVE M YSHALL A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. BE THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEGTECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 13 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A HATCH 18 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SIWl BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' PDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUDATONS): B. FOR CONCRETE EXPOSED TO EARTH ANNOR WEATHER 1-112' FDR#6AND SMALLER Y FOR NB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1(C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 KSI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL Be TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SRE TTPE SPACING REAWiK3 1-TFURRINGTO CASE HARDENEDCOL S. GARAGE OOIXi BUCK III DI0. TAPCONNASONRY S„aC 1I/Y EASED., 1•ENO DSIT., MASONRYICONC. NAIL 112'LONG. TO MASONRYICONC. NO WISHER FASTENER 11R"EDOE DIET, AL.EM. DOORS CASE IURDENED COL POIC WWWW/BOOTS FASTENED GARAGE DOOR HICK 1?Dw. W/ EXP,ANHIXI HYT iY OTC Y EMEEU..4•ENDDIST., Ir Pi, SfE NOTES NAIII VS LdIG. STAGGERED INTO MASONRYICONC. TO W9OI1i1YlW11C. WASHER -GE pST. w. IWCK CAaEHAROENEDOOL vac WINODwmoDRIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1K PT, SEE NOTES NAILII2'LONG. 9TAOOEREO INTO MASONRYIWNC. MASONRYI( O REQUIREMENTS EXT. 9WNG DOOR (2)&19•DW. 'TAPCON' dC „2•EMBED, SEND. NON-0EAwNG WOW rz• EXPANBpN 4'EMBEO. Y END NOK HICK h PT,SEENOTES NO WASHER FASTNER 1P GIST„I VL'EDGE DIST. WALL TO CONC. SLAB W/WASHER HjLT OIST.3'EOGE pbT. 2e PT WWDON BUCK 0.13C PAFa211H' POIC VEND DST.,11/! PT T08TEEL COL.. SEE WI WASHER bTAGGEREO EOCE DST. NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 L0�L1 }yF S TB avHD:v 49 LOT: ABBOTT PARK LOT #4 BLK #15 PROJECTy 04181.000-04151 MODELa 4EAB "1672- ARIA" GARAGE SWWO: RIGHT PAGE: WTAILS 160 MPH EXP. C ti36 <O,- t -V(� Ob Ol �,