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HomeMy WebLinkAbout7795 Sail Clover Ln99 91672-4EAB-ARIA9- HOMES �A' " _v --� 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIIONS INDEX OF DRAWINGS -nmM HDUMr, CODE, . ASV. ABOVE LAV. LAVATORY DATE GN �^p ED m (m) -ALL LOCAL AND SLATE CODES A/C ADS. AIR CONDITIONING A° FRN TE LUM. M R. LUMINOUS MANUFACTURER �� �,B I� ARCHITECTURAL SHEET DESCRIPTION ��� 20II FCC' IPDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FDUS1i - CLASS B AMP. BD. CL CAB CIA. AMPERAGE BOARD CENTERLINE CABINET CEILING MIN. M.T. MTD. MT S N.l'.S. MINIMUM METAI.THRESHOLD MOUNTED METAL NOT TO SCALE PG Cl-COVER SHEET PG GN- GENERAL NOTES OV2W T�gRE-Ig�D 02MA FGGNNG PER M BOLLE8 02/YIA9 MAINTENANCE P�ANFiAMTD�AI�E TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=160 MPH _ -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL AND STATE CODES CA. CONC. CPT. C.T. D. DBL. D.G. DIAL CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER OC. PL P.B. PH. PLY PLYWD. PR. P.T. ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN 034A" REVISED LINM &M AT FRONT ENTRT DOOR 0bRV19 ADDED LED LKFITB • gTCJNEN CAhAa�OMb PER hIARlc BGUEb 01MA9 �E ADDED&TOOPTIONELEVATION&'C'4 D' I0 MM ADDED GPI. B'-0' OEILW. NEIGHT DIM. DISP. DR DR. D.S. DTL DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. RAD. R.A.G. REF. RM. R.O. RISER RARADIUSOM0M20 RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG MI -MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS REPLACE UW CONNECTORS WTN BI GON CGNIECTORO STATE OF FLORIDAP /I�T/1°�� SQ. l =/AW 04A9R0 OPT. W-O' CL& Nit ELEVATION V- REVISED FEIGOT OF A 40MIWY 01AM1 200 FW UPDATE LIYM *12 80.7 GARAM 482 80. PT. ENTRT " Ga FT. 03M/21 ADDEDWMITDETAILS PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA D.W. DISHWASHER SC. SOLID CORE. EXTDR EA. EACH S.D SMOKE DETECTOR EA. H. ELEVATION S.SINGLE HUNG EQ EQUAL SILT. SHEEP PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS AR No. 93723 LANAI %6 Ga FT. EXIT EXT. EXHAUST EXTERIOR SHTHG SHWR. SHEATHING SHOWER PG WA2-WALL ASSEMBLY DETAILS TOTAL 2238 80 PT F. F.G. FIXED GLASS FUEL GAS SIM, Si SIIDING MILAR SLO./FX. PG WA3-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. R FL. FISH FIN SLSLIDING STD L STANDARD GLASS PG WA4-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR FR. DR. PTO GA, GAR. DISP. FLUORESCENT FRENCH DOOR FOOTING GA GE GARBAGE DISPOSAL SWS TEMP. THI`. T O.C. SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. - GROUND -FAULT CIRCUIT INTERRUPTER :..ASS T.O.P. Tal TOP OF PLATE TOP OF SLAB ...CAL STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG SI.2-DOWEL PLAN - GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. OR Hf HEIGHT W/ WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BURDER THE BUILDER ASSUMES ALL IJABUM FOR DnIMPRETATION OF THE CONTRACT DOCUMENTS. TNT. INTERIOR WDW. /H Wj. WINDOW WATER HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.lA-DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR c�LARIFICATION.To THE ARCIITECf OR ENGINEER FOR PG S3.1A-DETAILS PG S3.1B—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRT1TiQ/DRAWN FORMS IN A TIMELY PG SNi-DETAILS PG SDI -SOFFIT DETAILS MANNER. AB DEIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RE's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. IS N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 oxmDIV. ae LOT ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 -27071 iLODEL 4EAB "1672-ARIA" GARAGE > WDCGt 1RIGHT PAGE COVER SHEET 160 MPH EXP. C GENERAL NIM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES ANC CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. wmwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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.' Ti1BBt 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 ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIINfi 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 W PVC (SCHEDULE 40), INSULATED WITH %s AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. E1( ERMWALLCOVLRM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EffEWFIMIN 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Ci063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-G1063 -19a AND R703.7. M ISTANT iomontl1G110N 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. E MMI6Ewm 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 SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ 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. E7ffERMSOFRI8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALA78 LONGWOO PH: 407- FAX: 407- www.a bdesiAA #: 0 y o BLJHDIV. a LOT. ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 -27071 �oaEr1 4EAB "1672-ARIA" GARAGE awsNes: RIGHT PAGE: GENERAL NOTES 160 MPH W. C D = 08/14/21 ®CALE: 1/4"=1'-O" 8P1EET GN J (2) 3052-SW f 2c3m5QeaH --� o,o a o18�IN'n� o olEOBEEE�EE�E�oi o18�8E�10 � - -- .� YI II i - i - - - o lolls 18- - O Sol o o o _ - a ^� - - L ACCESS i - i ELAJ .f•DOLLARD AS T PER - CODE _ aQAM � - - - o n - - „ \-Emy - o'�lo�------------------ - alEto��olEE�Eo��o - -- —-oAEEI'o sQ.F r. M.'s LIVING *12 act. FT. GARAGE 432 &a FT. SHINY 38 80. FT. LANAI 96 $Q. FT. TOTAL 2238 SO. FT. ttrs�.rarrr.� Dl 1111 I09➢I=811A0e Fm80EDL0A1)a aeCatD allsla m ME 1E m"1111I0" IEIMIIIB MIN. WINDOW to 5 34/-45 CRITERIA EXTERIOR SWING t8 5 33/-43 M MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.2/-318 12'xl2' SOFFIT 1 5 313/-4WS BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICIENT — f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION 9301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. GOIII offlBaVap11 c V-4- TOP PLATE 9 M ('�A--A)BAR' DETAIL FLOOR PLAN SCALE: 1/4' . P-0' a co HDR. DTL. B SCALE: 1 . P-0' NOTE: HEADER FINIaHI TO BE PER C0I1M,MVIT7 STANDARDS -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ REnM PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENING BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIGIESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR$. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 b F ntmDIV. ac 1:0T: ABBOTT PARK LOT #27 BLK #7 PIROJECTIy 04181.000-27071 >t[ODE1La 4EAB "1672—ARIA" GAJRAGE BIVMG: RIGHT PAGE: FLOOR PLAN 111k160 MPH EXP. C 4' FREIZE BAND (TYP.) b' TRIM BOARD (TYP.) e'-ID' B�. I-IGra FYPON BKTIIXn OR ECMIVALENT?i:a� 4' RAISED(` Tyr. BAND ITYPJ-'-, 0 ID' FW. FLR--�, V-0' BRs. HGTi za 0'-0' FIN. FLR., FRONT ELEVATION-D SCALE: V4 . V-0' TEXTURED FMISH OFF RIDGE VENT II b oy-18'-0' SLOG. HGT, FYPON LV1MM oR EQUIVALENT SHAKE SIDIFIrs AS SPECIFIED ITYPJ b' RAISED BAND (TYPJ OPT. COACH LIGHT OFF RIDGE VENT AREAOFATTIC = 2235 SO, FT, NET FREE VENTILATION AREA REQUI RED = 1/30D REQUIRED VENTILATION AREA = 2235/300 7.45 VENTILATION AREA X SO, INCHES PER F1(144) = 1072.8 SQ. IN. MIN. REQUIREDVENTILATION = .SX 1072.8 IN UPPER PORTION OF ATTIC 536.4 SC, IN. OFF RIDGEVENTILATION AREA = 215 SQ IN. FERVENT 536.4 /115 TOTAL% OF VENTS REQUIRED +. 4.66435 TOTAL If OF VENTS PPOVIDED 5 •AREA OF ATTIC.1 5111E PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOROF,U:ZE)LIERIOR OF WALLLNO OVERHANGS INCLUDED)_ OFF R \ b 8'-0' BF3.s. HGT,r, 8'-0' BFii, HGT, III TYp ! I �n ro II ID'-0' FIN. FLR, i-___________________ _______ ID' -ID' FIN. FLR V_ID. �I II II ;� ----------- -' ----------' LEFT ELEVATION-D SCALE, 4 • P-0 TEXTURED MOW I OFF RIDGE vENT OFF RIDGE VENT RIGHT ELEVATION-D WAX- 1/4 • I'-0' 715MR15 FINISH REAR ELEVATION-D SCALE: 1/4 • V-0' TEXTURED FINISH 8'-0' BRG. HGT. -4 ___ 0'-0' FIN. FLR "w- —N (/ 2' P_0' I I� �k V-4'�k i (�)���.ETAI�L [lal L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 y M 6 fA UIMM do LOTBBOTT PARK LOT #27 BLK #7 PROJECT 04181.006--27071 MoaEu 4EAB "1672—ARIA" GARAGE BrIMM RIGHT PAGE: ELEVATION I'D" 160 MPH XP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -}y EW CUTLET 20 AW SMILE POLE IIEv OUTLET mv OUTLET la a aun.Er RHIIED To SHnaI WV CUTLET KftLl mourm4) NTOPUPTIt10(TAMES RESISTANT TYPE) So 220V CUTLET (4)111E110 CCMA=M EM. NATIIPROOF OUTLET SROIM FAULT NIERURER WATCH SUTCH !-SAY OPER $4 SWTCH 4-WAY OFER. F-o HALL rl uww Low CEILING LIOHT © LED CLIs LIGHT OVp LED VAPOR MNom LOW OVP YAMM PROM LOW Op IRS CAN evl/T. PAN I O41 FIX aQ Ff. Vl1L FAN uN.wn I CRI MR SC. Pt. y PH(nwE (N7C'S ETD sr 2471LS HHNAP ® L A/1dR0 [ ) 241" YRAP • L [81J1 rNiJ �� 2' RIIOIiELH[t 4' PLIIOIOSCM p]=� G W TRACK LISM 0 PANEL O SDslam DEm=m e>t1 It1 ,N�oL NlLuuwteTal� t+-I u WALL ttxNm 6+ola DeTT•LTOR � G e/co MONoaleeraR CQ'7W eNLtiL► OF NOT LOS 7N111111 4' MIMI WALL PEIOANr LIMIT NAMWAL 60 OUn ► TELE410NE AU X HATE( NEATER 001100NNICT Esuzallmer- Alt COVITIONIN111 OHlCOMNct To Aw ON TELEVRKTI JACK zGOIIDAN(SIWSIW( O J-EOX HAR®,AS SUCN PM CELSN PANA.ISHt M ESE UfPOptw IN AecONVANCE HV SOX MAN= AS OU04 POR u NCANonCO+r LMWt STRP %• LISM sTRr nnnnnnnn µ,me LIS"T STRM• ROOD LSM KP OFT. SEC1Nvr7' KEYPM PA PWN-SUwNI PORCWM UMIPORT • LOCATIM OF TV JACKS 1 PHCME OUTLETS A PANS TO EE VHtl4lD ° NOrIOUNER P11E-CONSTRUCTION monthft • ALL S A 20 AMP ERANOH CIRCUITS TO SE AMC PAULT PRO'ICCTED PER MECIPWAI. FRDVSIONS OP COCd TIN ®ITION [2O2e) I NHL tlelt Zen ®Rlol • 20 AP DEDICATED LAUOR► CONCUR. an ° w.AND (NOT ON KITCNE[ Cncu(T) • DSHWT,SNER DSCOM ICT TO SE LOCKOUT N PANEL • SATMNOCM 0) WMT PAN TO IWVE MN. CAPACITY OF SSEOpm ECTION MSoT � • LAUNDRY ROOM REClPTACLE SHALL SC OINO{SD FAULT CNRM041LIT-NTEOPLVnM PROTECTION FOR Pupoc• � MWON NOW METALLIC GDLE PER L E.21C7RICAL FROVSICNS OF MLQI.V • ALL uICINK oa'E'Lr WiH ELSC7RICdL PROVSIONtl OP TE RHCR TTN ® [t0202 • ALI OR LNNTWS rulT SE EEbr sNCHINr TYPE Ple P.'- INESAY NC7')tete Tu, AMM deal — — — — — — — — — — — — — — — CEILING F'RE-WIRED I I �MTD. LIGHT �. ,�CLG FAN I I TO BE I I (INSTALLED, ( I F'ROVIDE U-sox FOR C/ J \ OPT. FAN I I H� ll�L mkA C". ) PRE -WIRED ` CLG FAN GREAT ROOM \�\ 1 1 1 BDRM.,f F'RE-WIRED 1 CLCs FAN I O/ - i \ BDRM. j / GN PRE -WIRED CLG FAN / I I I I I II 1 II 1 1 li 11 II 1 II II it Imo( I // F'RE-WIRED / CLC° FAN HOOD WIRE III/ OUTLET FOR RJTURE MICRO. a ► r----y�•-.�- DOOR \\ WALL MOUNTED \ LIGHT W/SWITCH IN �.1 ATTIC KEYLESS FIXTURE GFI C-a OUTLET OHD DR FA BOLLARD AS RECL PER BLD& CODE IRRIGATION OUTLET • 48' AFF. ---------------------� _ Opt COACH ----- Lk:*4T ELECTRICAL PLAN SCALE, 1/4' ° I'-C' I m I I I I I I I -3' I -3' \I I = I = L LED LIGHTING LED LIGHTING ® DOUBLE LAV. SINGLE LAV. BATH 9 BATH ►2 METER FIELD VERIFl.. PROVIDE 3-AM CU, TEN • FS CU IN 2' CONOUR ON LOC. (COONDOUIT TKO TlI�M1 U,TQ A00YE SOFFITCONDUIT ORs OOVe M 150 AMP ELECTRICAL RISER NOT TO SCALE. COM MNATION MRVICE DISCOMCCT SWTCH AND so Alp t20)240 VOLT OENdNAL NOTE& M ELECTRIC MITER N I PHASE A-ECTUCAL MATERIALS AND SSTALLATIONS SHALL NWIIA !R VC44SUM HLO GOMON.r WIN ILECTRICAL P'ROVSIONS OP THE IN PANEL lQII1gl12E201�LOCAL COON AND ALL LOCAL FOUR COPIPANY ALL TMERIU TOIM SHALL E#NRC TYPE TMW U N LLESS NOTED OM1lIEI2ac. F'OUER ca'1paNT Te1t[EPOIa'ER E[IRANKE SERVICE EaSTI[t KMMY67W SONDNdr SERVICE e[IRANr7i S WUMIU[r TE01VAL. AT UN VOLTAGE COMELYICNS PROVIDE SO AMP, E0440 VOLT, I PHASE SECONDARY-- I A4 Cd SERVICE OINOIND COMSOCTED TO ELSOYMCAL SESV = PROVIDE ! 9 COPPER (CIU IN CONg1E1E E11C,4100 r007E1N SISBSL PEt 1-102" VIA GOMM .E SO PVC CONOUR OR PROVIDE ! ELECTRICAL PROVISIONS OF 71E PSCIR IN 4M ALUMINUM (AL) N 2" VIA SCHIMU s AP PVC ®IT1ON ne2m) CONDUIT UNLESS SERVICE S Ploovo D SY THE EJEC71tlC COMPANY COOTONWITH T1 THE E.EC"SC SAS" DUX • R LG119 COPPER CLAD OINOUO ROD 1441 N. RONALD REAOAN BLVD. LONG WOOD, FL 32750 PH: 407.77"'078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ABBOTT PARK LOT #27 BLK #7 PItojmcT# 04181,000-27071 >lc0aErs 4EAB "1672—ARIA" GARAZZ 8WINGz RIGHT PAGE: ELECTRICAL PLAN 160 MPH C V.T.R �+ 1/2' z' I \� KIT F IC I U/ ,Cl 1/2' AUTO VENT I 1 2' V.TR �, r I TUD 2' �1 1/2. IF!' 'I i I I I IVl' ILAV 11/2' �� 2- I U1G. I 11/2'�7---_-7� 3' WC. 3 WABFfER I ^ L I LA . OPT. I LAV. - co. TO MAIN 3 4' PLUMBING RISER PLUMBING PLAN WALE, 1/4 . 1'-V C � I� O F-7 V. 11 N. RONALD REAGAN BI LONG WOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 1 0 0 O ti a LOT:BBOTT PARKLOT #27 BLK #7 PROdODU ECT 04181.00 -27071 4EAB "1672-ARIA" GARAGE BWIN6: RIGHT PAGE: PLUMBING PLAN 160 MPH E C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MP& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER MC TTH EDITION (2020) MECHANICAL. BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SH A i bM BE LOCATED CLOSER THAN 10 FT. FROM ANY CHININEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOF&* SHALL BE CONSTRICTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS HAVE AN APPRDYED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL FENETRATION AND EE SLEEVED WITH ACCE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 'ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND OF"JOERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER 5006TER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O 0 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER HLI/4' RIOR WALL VC CONDENSATE DRAM LINE EVAP. TRAY LEEVE TO LINES BELOW SLAB TREIGERANT LINES TO PLATFORM RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE _ INAN APROVED DRAIN, AS PER PBCR TTHI EDITION (2020) MECHANICAL BLDG CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTVSPEC TFL00R SLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LME• SUPPLY TRUNK BROKEN LME• RETURN TRUNK BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILNG EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO C B CONDENSER LUI UNIT SSI EIMP LL 5 ROLL STRAP r11— CLIAL 4' CONCRETE SLAB SECURE 1/41 STRAPUNIT R� (2) CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • IV FRAM STRICTURE COUNTERSINK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TYPN� NOTE, il ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ---------------- • ----------- I II u. II I i LAN I I I I4XI4 14X44 I I IBDRM.il I D L2XS L2X8 GREAT ROOM--- t I W.I.C. II • I 4' I • � II 10 _J _8X4KITC I m' I e17x6 1 I. F/L BDRMJ —--- _ I 10' 10x6) I I T I —BATHJI 10' 6, III III LAUN• i i--ii 1W i i 4' II 8X4 i D ;OF t i X6 ------ 4' L 4' DRYER V.tR O I S. gg�0 II I I II &X4 II tI ------ ----- 14X6 FOYEE 12XS RDRMJ& EN --------------------- GARAG LA MECHANICAL PLAN V4 • 1'-0' 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774.807FAX: 407.774 407www.abdesigngroup. AA M: 0003325 WI b 0 BVHDIV lk LOT ABBOTT PARK LOT #27 BLK #7 1P3R0J=T# 04181.000-27071 1[ODEL 4EAB "1672-ARIA' GARAGE 9111FMG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE em PRE-FAB TRUSS LOWCLCs. BOARD 10' DRYWALL SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS 24' UV Imd MASONRY O.G NAIL • 32' OL. MAX BLAB FIN. FLR NU 1 C: O I UNa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL SE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I/O' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 &CALIS, FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET & 41. SECURED PER FASTENER SCHEDULE PRE-ENG TRU&S TO.H. MTL. DRIP2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND• CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR,I. &/8' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8. OR 5 V2' DRYWALL 3/8' TOP C 4AMEL (25 GAJ LW DRYWALL 3 5/8. OR 5 s/8' METAL 87=8 24' OrL 20 GA METAL TO BE INSTALLED IN WALLS RECEIVNG UPPER/ LOWER 3 5/8' OR 5 CA1514M AND TUISISWOUER 25 3/8' BOTTOM GA METAL TO BE INSTALLED C 4A NEL (25 M ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' O.C. AT 2ND TO Clow FLOOR WALLS ADJACENT TO FLOOR W/ W4' STAIR WELLS AND BATHROOM PAP 4 TO WALL& W/ TILE FINISH WOOD FLOOR UV V4' WOOD WOOD BASEBOARD-- SCREW ENERGY CODE FORMS ATION R-VALUES !RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRMG— STRIPS • 24' OZ. e' cm 1/2' GYP. ILL. BD: WOOD BASE — n W/ WINDOW OPENING n —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE, 3/4'.I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.I.t ROOF SHEATHING THICKNE&& AS PER 81 EET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TFW86 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-®' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. TYP. WALL SECTIONWALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF .� SCALE, 3/4'-1'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR SM.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. Ao OE.L FM 60 6" Vl' T14C( 2 COAT - PeWn.A D CEIW pollomT TO K#Aom Y Rm. 00104M OEM Y cm 4E0 aTRUCMIL MR 2.6 P.T. m ATTACNW TO F9.L CELL AS MR AF'FROVM. RAG 40ALANTI BACKM ROD 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS I D1 SCALE: 1 1/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' OZ. MAX WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR WSJI • EA END ROOF ATMW' � 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNLSECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPR6WTS MTL. DRIP EDGE PER STRUCTURAL DETAILS 2x FASCIA PER MAx r'RE-EIK+ �• TRUE ELEVATIONS O• PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET SNI. SECURE PER SEE ENEICSY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SWEET &NI PER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH 8TRENGTH CLG. BOARD WEEP SCREED P.T. SECURED UCTURAL DETAILS—r�,-r— STRUCTURAL V2' THICK, 2 COAT --I-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-m' FIN. FLR L L _ J m'-0' FIN. FLR Y� .. ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN a •.:., ACCORDANCE WITH FBCR 2020 4' 1TH EDITION, SECTION R301.13 AND 160".1. H W/ WINDOW OPENING B TYR WALL SECTION NO OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.LL ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL &HEATHMG THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION WMDCW ATTACHMENT AS PER MANUFACTURES, SPECIFICATIONS REFERENCE STRUCTURAL fid P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE CMU NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE WITH FSCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 b TOr. 2X6 P.T.. CENTER OF DOOR MADER SOCUiED IW (V W, X S' J-BOLT UV 4' MN EMBEDMENT aV 2' X 2' X LW WASHER 4 NUT opt V (2) V2' X S' ANCHOR 0OLT6 UV 4' MN 0 RIM WIN LLV 2' X 2' X V6' WASHER 4 NVT— LJ��■e4�Y�■wLl ® V4'TAPCKN6 1 V2' EMBED. 6' Or- 4- END DIET. 1 V2' EDGE DIET. Wil GAIRAGE DOOR BUCK SECURE W/ D (6) V2' X 6• IN. EM T OR ANCHOR DOTS, UV 4' MN R 4 Mg.' 1) W ITV N X 2' X VS' WASHER 1 NUf. (U WITHIN 6' OF TOP, (V WITHIN 6' OF THE DiM, ® (e) EVENLY SPACED. ALL ANC 40M SHALL BE N ACCORDANCE TO MAHFACnXIM S INSTALLATION RN6T#JCTIGN6 WHERE SUCH NDTRICTION6 AM. 6TRN5BR GARAGE DOOR T BUCK ATTACHMENT 4 vr.r- 6' Cm IC' D4:NIALL U,4 P.T. OR 5/4•X4' MN SECURE THIRD FRAME 4 ❑ I'X4' EXTEND I-V4' NTO P.T. NAILER BLOCK W/ 9/16' TAPCOM DOOR CASING MN SHANK SIZE 146 MN HEAD SIZE 900 MN EMBEDMENT I-V4' WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 IS' OC. MAX SPACING ATTACH TO 2X PER MANIFACTARES DETAILS, NOTE. SWIM AS WEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3/4' OR +6/4" ��DO� R TO BLOCK +3/4" OR +5/4" 2X4. US eECUIIE TO BLOCK W/ 3AV TAPCONS MN SHANK 612E 10 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 V' OC. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) SAW TAPCONS MN SWANK SIZE Joe MN HEAD 61ZE 300 MN EMBEDMENT I V49 6, Cm WITHIN d OF EACH END 4 r' OC. MAX SPACING. N• DRYWALL 2X0, CM ❑ I'X4' SECURE TO BLOCK P.T. NAILER WW2) DA6' TAPCONS MN 81L I I 612E J48 DOOR CASING MN WEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN 6. OP EACH END 4 A OC. MAX �'� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTAlES DTAL6. NOTE. SHIM A6 NEEDED TO PL" JA IS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" u�� w TO BLOCK +1 1/2" 2X4, US 6ECURE TO BLOCK UV 3/16' TAPC4N6 MN SHANK SIZE 30 MN HEAD SIZE 300 MN EMBEDMENT I IA4') WITHIN N OF BAC 4 END 4 18' OL MAX SPACINIia 2X6, = 6ECIKE TO BLOCK WK2)$11V TAPCON6 MK SWANK SIZE 346 MN HEAD 617E 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 6' CMJ 4 B' OC. MAX SPACING. V2' DRYWALL 2XB, ® ❑ SECURE TO BLOCKK 19(4, UV(2) A)li' TAPCOW P.T. NAILER MN GRA K 61ZE Joe t/16' OAB. X WHIN. MN HEAD 61ZE 300 MN EMBEDMENT 1 114') DOOR CASING WITHIN 6. OF EACH END 4 B' or_ MAX SPACING. DOOR JAMB OR WINDOW ATTACK TO 2X PER M6WFACIWE6 DVAILB. NOTE, 61411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16' C RHQDOW TO BLO +1 1B 16' 2X4, M SECURE TO BLOCK UV AM,' TAPC.GNS MN SWANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 10' OC. MAX SPACN& NOTE, 6TIIIIC'IURAL 2X MUST BE 2X6. m ON OUTSIDE 4 8ECLOWD SECLW TO BLOCK THRROIJGH NON-67111MIGTUTA. WK2) e/16' TAPC046 'A' TAPCON MN I-V4' MN 614ANK 611E J45 E7D6DMENT INTO BLOCK' MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WTHN ►' OF EACH END 6' CMJ 4 10' OC. MAX SPACING. IW L 2X& ® ❑ SECURE TO BLOCK PX4' UVC2) NIS' UPC" P.T. NAILER MN SWANK K SIZE.14e DOOR CASINO MN HEAD SIZE J."MN EMBEDMENT 1 V47 WITHIN 6' OP EACH END 4 10- Or. MAX SPACING. OR DOJAMB OR WINDOW ATTACH TO 2X PER MANFACfl#ES OTAIL& NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" u O1/ TO HLOCY +E 1/4' 2X4, SECURE To BLOCK W/A/N' TAF CONE MN SHANK 6122 Joe MN HEAD UU 300 MN EMBEDMENT I V49 WITHIN 6' a EACH END 4 O' OC. MAX SPACING. 2X4. 013 SECURE TO BLOCK UV 1/4' TAPCON6 MN SWANK 612E J46 MN WEAR 612E 300 MN EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W OC. MAX SPACN& 2X6. ® 2X6, CM 6CCUE TO BLOCK SECURE TO BLOCK UV(2) 3/16' TAPO" WK2) 1/4' TAPCOWB MN MN SWANK 612E Joe SHANK 612E J46 MN MN HEAD SIZE 300 HEAD SIZE 3O0 MN MN EMBEDMENT I V44 EMBEDMENT I V47 WITHIN 6' OP EACH END 4 IS' = MAX SPACN& 6' CM WITHIN S' OF EACH END 4 16. OC. MAX ePACNG. S, U11 2X& ® NDRYWALL 2X& V. DR'Y' U4ALL SECJARE TO BLOCK I SECURE t0 BLOCK I'X4' UV(2) 3A6' TA --," W/(2) V4' TAPCON6 P.T. NAILER MN 6HANIK SIZE Job DOOR CASING MN SHMMC 612E )46 MN HEAD SIZE AW MN HEAD SIZE AW US' ODD. X 4' MN MN EMBEDMENT I LOW) MIN. EMBEDMENT I V47 WTHN S' OF EACH END WITHIN 6' OF EACH ED DOOR CASING 4 w OC. MAX 4 W = MAX 6PACM DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER M4NFACTAftG DETAILS. K~ACTURE8 DETAILS. NOTE, SHIM AS NEEDED TO PL UMIS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3' BL lCK +2I" 2X4. SECURE TO BLOCK UV !/K'TAPCONS MN SHANK SIZE 345 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 W OC. MAX 6PACN& NOTE, 6TRJCTURAL 2X MIST BE 2X6. ® ON OUTSIDE 4 W=MFAD SECURE TO BLOCK THROUGH NON-STRIJGTURA. WK2) 3/16' TAFCLNS 'JAM TAPCON MN I-V4' MN SHANK 612E Joe EMBEDMENT INTO BLOCK. MN HEAD SIZE 300 MN EMBEDMENT I V49 0' CMWITHIN e' OF EACH BIND 4 W OC. MAX SPACING. VY PRYW4LL 2X6. ® I'X4' SEGUE TO BLOCK P.T. NAILER WK2) 3AW TAPCON6 DOOR CASING MN am" 61ZE Joe MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WTHN S' OF EACH !ND 4 W OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMD (DO NOT EXCEED V4') 2NID 2X BECURE TO STRUCTURAL MEMBER UV(2A2d WITHIN 6' OF EACH END 4 6' TO S' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIMPACTIARE6 MAJL6. DOOR JAMB TO BLACK +3" r.)Rnmox To BLOCK +3" NOTE, 6HM A6 NEEDED TO PLIAMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3 7/1e" 1►IIdD011 TO BLOCK +3 7/16' 2X4, M SECURE TO BLOCK UV V4' TAPCCNS MN GNAW SIZE J48 MK HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN d OF EACH END 4 18' OC. MAX SPACN& 2X6, SECURE TO BLOCK WK2) VW TAPCOWN MK SWANK 812E J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN S' OP EACH END 4 01 = MAX 8PA:NG. 2X& SEGUE TO BLOCK WK2)VW TAPCONB MK 61-WX SIZE J46 MN HEAD SIZE 300 MN 04OBDM W I V4') WITHIN 6' OF EACH END 4 W OC. MAX SPACING -- NOV. 6TItlJCTURAL 2X MUST BE ON OUTSIDE 4 GECURD THROUGH NON-67111UCTARAL 9K' TAPCON MN 1-V4' E'bEDI#NT MO BLOCK I_y 6' Cm V2' DRYWALL ❑ 1X MT. HALER P P.T. X 4' MK DOOR CASING DOOR JAMS) OR WINDOW ATTACH TO 2X PER MANFACTURNS DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" a 11IND00 TO BLOCK +3 3/4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngmup.com l AA S: 0003325 1 4 b BXMDIV. a LOT: I BBOTT PARK LOT #27 BLK #7 PROJECT 04181.0000--27071 MODEL: 4EAB "1672-ARIA" GAPtAGZ OWING: RIGHT PAGE: DETAILS 16 H FA PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/207.3 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10860.2 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOL 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/Z024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 22/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/32/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (71h EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003325 P a � k 9LJ3Dm d4 LOT: ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.006 27071 HODEIa 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: PRODUCT APPROVAL LISTING %16 H E C PREPOIM'ED CONTROL JOM1 K A►= OF CCNnax JORRS T DE WRED TED TO LATH • 5' OC. MAX (VBRTJ. NOTE, DO NOT PASTEN CONTROL JOIN TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES Ilk SEdk4EMA11119 O RI�mLLJONT DURING INSTALLATION -- FASTEEIRS TO BE SPACRD_7 . T' OL. MAX Y£RTIG4LLY / J' T14 \! COAT CEMENT \ WPM LATER 4, FORTIPIOER BUUDMG PAPER APPROVED METAL LATH PASTE!!D d1' (VERTJ OC. MAX AT SUPPORTS Was LATER ti STUCCO URRAP WOOD SHEATHING Al. M I MM,A LATH SHALL INE THROUGH JOINTS OUT BE STOPPED TIED AT EACH SIDE PROVIDE 2X4151.0011G PER AS71'I CIOS! PLACED FLAT MAX S' TO S' MWH CONTROL JOIN WEN \ CONTROL JOIN PALLA ON FASTENERS FOR LATH TO OE NAILS OR\ STIUUCTRRA. STUD STAPLES N COMPLIANCE UV ASTM CID" 2. U2RE TES TO DE (NO. W 00415' WRE / A BLOCKNOI SHORN MAY DE N APPITION \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT Ol aOLlf aalw • Pr. A OLFOLD aEUIo PL A L CPWAW . Pr. E A ClafAaa • PL C Ol ICI.D N11Y0 • PT. A >. enRAaS • Pr. s F�gLo to • ® LP0.D aNYO•R.A L CRTAN •Ir.e 1 cTlEaaa . Pr. C ♦ ICED Pt. C OVnI[ Pf. morroTON K AiLIat�UOeBa a& 0 seTroN WATBa TpM a.- NOLD.. sacra. INSTALL / &704 S (CLIPS: Nam STRAPS STAPLES) AS APPROVED BWLDRIG WRAP RAMROD TO SECURE SHALL DE LAPPED A MNR1J'1 OF PAW WIRE TO P111141'Ia1S S' • VERTICAL LAPS (ROLL UND ENDS) a S' • H0RIZ0)(TAL LAPS. y LATER U,q' LATH VERTICAL LAP TO ALL SEAMS NEW TO BE TAPED . BE I' WTN PORTOER SHEATHING TAPE UM LATE! 9, PORTRgBER / \ EWLDa(G PAPER / \ METAL LATH / \ Skr' aELt-ADIIERlYS MMIDRME PLAaHMG OVER 4SV1' SELF-APHIR N4 MEMBRANE / r nai LAP • feTA LATH \ MASHINS OVER APPROVED LIOIkE WW. PLASHUAes To EXPEND ONTO PIP¢ f iC X X X I 4'A4' SELF-APHIRM6 MEMDRN! X X PLASHM6 OVER APPROVED • METAL LATH TO [XTBC SHIN PIP! ME UM LAYER PL I �' tH1G(! COAT CE'!1•TT W CONT. BEAD OF SEALANT STUCCO UARAP I PLASTER INSTALL APPROVED laDuaEEARAP AIR METAL LATH RJPILTRATION 10ARFIER OVER WPM \ P R RTRO�-'R� / I EUILDM6 PAPER MAR EL46TOMERIC COATING OVER STUCCO/ All CV. FINISH (SEE TYP U14LL SECTION) USES LAYER STUCCO WRAP WOOD SHEATHING SECTION ER E ON EM� , uea of portlard oam•rt plaster shell Comply with the ap0loation requirements 0 ASTM C M18b. I• MM L.a.TH L.Y. 4' wrR lratalletion of exterior I.V*V and framing ALL LAr shall Comply p y wah ASTM C 106319e, 2 r Cr ASTM 1787. SCALE, 1 VY•1'-O' 4't4' SIP -ADHERING MIMBRANE 6' PLASNSb (0011PATE9LE UV HOUSE 4r VERTICAL LATH WRAP MATERIAL) ovER APPROVED HOM WRAP. & PAPER DETAIL FLAeHMG TO EXTBJD OHrO PIPE WOOD STUDS 1' OR LEAP PIPE FLAIl SCU(COW R O MO"ORN! PENETRATICN PLASf(R!G (COI"PATELE UV HOUSE UWAP MAJG'OVER do7El eA1HNG I SELF ADIEIMP AM HE SIDE LAPS OF METAL FLASHING OVER APPROVED PLASTER OASES SHALL HOURS SAP' OE aEWIEp TO eulLONS PRATING MM®ERS. PAPER v nai THEY SHALL ON TOO, w BETUEEH a1a-P011111rS WITH 0O41D-N (121-MIN) MOW >f' LAP . l.iTu O11T AND OYMMIll ONE SIDE OF WIPE AT INTERVALS NOT s L'Y' P'r'PBe 98LF4DFERM5; MMIRME MORE r#." a' (22S-MA FLASWIN3 CUT AND OVERLAP ONE GVE OF AS PER ASTM CISSl. STEP N STEP n FLASWM FR3'1BR,gPR ® KICKOUT g HORIZONTAL LATH �� MT. E RENETR)4TION DETAIL CFR,4MEI FOR IIEP'AIR Q TEARS DETAIL N Wfll LAYERS, TEARS MAY EE P ATCLlD & PAPER DETAIL UR1 C= WRAP TAPE PER T-. aPEG OR . PEE- a STICK if �s MMNa� LOT ROOF. a1Lu 1111®MaCIIONi OR WOOD SHF-ATHIW-% OR cm WRB LAYER "I, STUCCO WRAP FRAME ONLY) —J' THICK, 3 COAT CEMENT PLASTER ), GOAT L E G E N D CEMENT PLASTER ASTER(EMMU)) —METAL LATH (FRAME ONLY) —LAP UM 4 TAPE OVER DRAINAGE PLANE (WR5 annFnileLi .or� LAYER *I, STUCCO WRAP) _5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORTIFI5ER —' —' — - —' — — IWs (NAIL TOTROOF DECK NOT BUILDING PAPER) WALL SHEATHINCs) —CAP SHINGsLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT STUCCO ROOF PER ELEVATIONS O"L" FLASHING N.T.S. WOOD OR i/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE : METAL LATH: LATH TO BE PER SECTION R-03.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www.abdosigngroup.com AA a: 0003325 'QM' OEM Ce IAT: ABBOTT PARK LOT #27 BLK #7 PROJECT# 04181.000-27071 MODZIA 4EAB "1672—ARIA° GARAGIC 91111l RIGHT PAGR: WALL ASSEMBLY DETAILS 16 PH E)V.\C 6' FLANGAE6 OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ME, X: L EOTTOM. 2. SIDES. 3. TOP VENT CAP B TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. x' E-Z BE ALL AROUND 1 ;{r VENT -APPLY SEALANT ALL 1 JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4 CAULKING • JOINT I I ALL AROUND I I PER SECTION R70&7 EKbww kftw and alaalefkla BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 r' Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, WRB LAYER M, ': or ASTM 1787. STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH RM LAYER °2, FORTPIBER BUILOMG PAPER WOOD SHEATHMG DRYER VENT (FRAME) WOOD SMAT14MG UM LAYER °I, STUCCO UARAP UNIS LAYER 4, FORTPIBER —METAL LATH 6' Cm VINYL CAONG BEAD 6' RAISED BMA x' TO 1i M!n_nw IIIFEEP aCIRPED PLASHING STOW VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 1 SIDES C B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH- / ULALL `� 1 V SELF ADHESIVE— PLA6HMG (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLA& A VENT PENETRATION SCALE: N TA. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT < 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT K' TO Yd MID -WALL WF_EP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENMG IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO UJR< WOOD SHEATHING AF'PROVEp HOUSEWRAP BELOW THAT 9 EMBRANE _ BOX, FACE EDGE CUT SUCH NO M ENTERS APPLY TO WOOD SHEATHMG LAYER °I, STUCCO WRAP LAYER 02, PORTIFIBER SUILOMG PAPER METAL LATH WOOD T/ I'.D CONBTItlJCTION an FASTEN TO WOOD STRUCTURAL MEMBER • 1. O.C. MAX a' O'u x' To Jr MA -WA L u>EaP E 61 ADFBE N6 R HW.% CLEAN Sa MASONRY BEFORE APPLYING V FINUH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER sl, STUCCO WRAP WRB LAYER 9, STUCCO WRAP APPLY 60 MM SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING PLASHING OVER APROVED HIOUSEWRAP �- u>RD LAYER 02, FORTIFIBER SILDING PAPER TEP #3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60 MIN ;.; SECTION) CsRADE '0' ;; �° `` METAL LATH FELT -PROVIDE ; SEALANT AT ALL JOINTS AND INTERSECTIONS STEP *5 STEP #6 n9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA M: 000.2. y o i F TT PARK T #27 LK #7 CT0M 27071 a 4EAB 72-ARIA" E 91rWG: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH E C WOOD SH CONSTRUCTION V: HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP � TER9 GOAT l DR. WOOD FRAMED WALL WRB LAYER M, STUCCO WRAP WRB LAYER 4, FOR IFIBER PRE-ENO'D MISS BUILDING PAPER J' THICK 3 COAT CEMENT WEATHER 11E6I6TIVE BANNER e PLASTER WEATHER RESISTIVE. 6' 6AF. • TOP OF WEEP SCREED 6NORIER 9 TO SHEATHING BEHIND WEEP SCREED �� T 3 COAT 010119 4' POSITIVE IN WEEP SCREED METAL LATH WOOD SHEATHN6— i­--�6'SELF-ADHEF£ING FLASHING WRAPPED 6 TOP OF WEEP SCREED "y TO SHEATHING BELOW \ WRB LAYER 1, STUCCO WRAP ' wpm LAYER'Q, FORTIFIBER M I BUILDING PAPER �n.�, ;rt 'y'':'�^::.'},! �`6• SELF-ADHEREING W'(, ; FLASHING WRAPPED RB LAYER STUCCO WRAP • CORNER CANTILEVER 1 �/ n 4' POSITIVE DRAIN W'166-WFWIG-TSm 2 WEEP SCREED eaw semen �. IELD J NO GAP N F ISHIOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r lil DTL. ® CANT. o" SCALE, 1 Ia'•1'-C' NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-847-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE SARRIER M 3/ 1 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 42 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH WREMUIR=D 1 PAINTED W)DOrO SHEATHING FINISH ]' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 9/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH il,P THICK 3 GOAT CEMENT HEADEIR/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' F'�I11vE DRAM WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP ED INST LLA ION u I DRY CAt.4DE X' GAP FOR BACKEF C, WALL ROD • SEALANT— V THICK 3 COAT C01E NT VINYL CASING BEAD KAMEWATER PROOFNG let LAYER (2 LAYER PER i STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE FINYER SET IN FULL END OF 6' STICK 0 s --� SPACE FNY MN. StICIC .DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK 'GAP FOR BACKER PROD I K'xl'Yi RT. oR SI11LAtED N SEALANT WOOD (TREX) FILLER CONTINUOU6 vwri caeWN� BEAD WATER PROOFING W I WEATHER RESISTIVE LAYER (2 LAYER PEEL N f BARRIER 41 STICK) WESF'F'ND FPO! WEATHER BALCONY DECK TO CANTILEVER RRESISTIVE a' 6' PEEL 4 STICK . NE'MIBRAtF. DRIP 00010 DECK OVER DRIP FLOOR ETOEMEEND E=®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF 1 X'X1'Ys P.T. OR 6MULA SEALANT, Jr . WOOD (1REX) PILLER SPACE FROM DRIP CONTNNCUS PACE TO TREX Y: GAP FOR VINYL CASING BEAD ROD s SEALANT LAYER TER PROOFING PEEL N FINISH LATER (2 LAYER PEEL STICK) STICK) WRAPPED PROP 3/4 RESILIENT BALCONY DECK t0 HAT VNYLL At,_ � T�1•IICK 3 OOAT CEMENT WREXTWIRtD 4 PANT FINISH 1, IC 3 COAT cm VINYL ER — .new VINYL CASING BEAD BALCONY DRIP 11 EDGE INSTALLATION SHEATHING N OF ONLY) XUMN SHEATHING EATHER RESISTIVE AR\\RIER FI EAhER RESISTIVE AIRIER n ' SAF. \ 'EEL s STING I )f,'43' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA dALV. METAL DRIP EDGE SET IN PULL BED OF SEALANTA' MIN. SPACE FROM DRIP FACE TO TREX SUB \'FEEL s 8TIcle 7® FLOOR I k'XI 1Y P.T. OR SM)LATED WOOD (TREx) FILLER CONTINUOUS Y4' GAP FOR SEALANT OPT. SACKER ROD. MODIFIED w 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/S' TYPE 'X' DRYWALL WREXTURED � PAINTED FINISH �' THICK 9 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE BARRIER •t EXTERIOR COLUMN I LEGEND 6' SAP. 'l Ya'x3"L'FLASHING DRAINAGE PLANE (WRB -FULLY EMBEDDED IN Roof Ca=MENT LAYER 01, STUCCO WRAP) IN X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER — — — — — SSEEALI"ANT�,K-'� BUILDING PAPER) SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X WATER PROOFNG Ist LAYER (2 LAYER PEEL 4 (STUCCO STICK) WRAPPED FROM BALCONY DECK TO GLEVIER WOOD OR 7/16' ZIP WALL } THICK COAT CEMENT 19 C PLASTER SHEATHING METAL LATH WOOD SHEATHING I-lam SELF-ADHESIVE FLASHING OPOSITIVE DRAIN uEEP EED VINYL CORNER: BEAD J / (SHCW.N FOR CLARIFICATION OF VINYL CASING BEAD —� SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE' NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER il' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FOWIFI15ER 2 1/2' BUILDING PAPER—--,, FASTENED TO SHEATHING • T' Oc. MAX. METAL LATH C WRB LAYER Y, J' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING 6'SELF—ADHERING METAL LATH FLASHING WIRED LAYER @, FORTIFIBER BUILDING PAPER 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE z---k CORNER BEAD (FASTENER 4 SPACING NI 11 O.CJ C { cv CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK SHEATHING WRB LAYER 01, STUCCO WRAP i WRB LAYER 02, FORTIFIBER BUILDING PAPER 'oo METAL LATH J' THICK 3 COAT CEMENT (EXPLODED VIEW POR PLASTER CLARITY) WRB' LAYER 'I, STUGCQ '�WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER h'SELF—ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) a" i"I N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngroup.com AA N: 0003328 fill m EiT,T23DIV & Vc ABBOTT PARK LOT #27 BLK #7 PROJECT# 04181.000-27071 )w[ODEIt 4EAB "1672— ARIA" GARAGE B I►MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 16VWH E C y4 SHECGAPASING n p jr THICK 3 COAT cErRNT LEGEND WOOD SHEATHING �510 Ri11METAL LATH 6Ef� LASTER IX TRIM MEMBER WFS LAYER N, ® STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER n, FOWIFI15ER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER el, STUCCO WRAP) SIDING WOOD "ATHIPIG WRB LAYER n, FORrIFIBER BUILDING PAPER WRB LAYER e2 (FORTIFIBER — - — - — - — ! v at c: ' ^a?' M WRB LAYER r BUILDING PAPER) 01, METAL LATH STUCCO WRAP METAL LATH x—x—x—x i' THICK, 3 COAT CEMENT WRB LAYER 42, FORTIF15ER S UC O � �CO �P STUCCO PLASTER BUILDING PAPER WOOD OR 1/16' ZIP WALL b'SELF-ADHERING METAL LATH CA.,° ING BEAD SHEATHING FLASHING ! tHIGK 3 GOAT CEMENT 6' SELF -ADHERING SELF-ADHESIVE FLASHING — — — — VINYL APKsLED VIEW (EXPLODED PLASTER FLASHIWs OR PEEL 4 STICK CASING BEAD CLARITY) SIDING TO STUCCO CASINGBEAD ; ;.---------------------------------------------------------------------------------- - - - - --- DRIP CAP (CROSS SECTION) % SEALANT PLASTER3 COAT CEMENT WINDOW FLANGE 8 JCCOYWR P ER 01, METAL LATH VINYL ANGLED WOOD ccN6TiilancNgmyom I I CASING BEAD 'p wooc 61EATHPq "�� i uEA,THBt REebTh! I ': 3 ;'•�: 'i,.::. '•...... i WR$ LAYER n, FORTIFIBER r,::j: 2 OA41tllIeR / i BUILDING PAPER 7...: ueAtFele REerenve i� \ WINDOW FRAME f i WRB LAYER •2, FORTIFIBER METAL LATH LAP SON* / \ AAJ: �` W. �� I RIRJO I BUILDING PAPER FLASHING PLA8TER3 COAT CEMENT r' ,•'.. i R� ��tWeienvE E-2 BEAD VINYL CASING i eTARIIR STRIP \ \ UNATI-M RESISTIVE i (Wie /' FLEXIBLE PVC BACKER ROD) I Fa'SELF-ADHERING "M1' J \ \ Ra4RRInER a I FLASHING I I \\ ,. a eIz1—ADFERINS I V. PAL AL_ 6ALVV METAL AL DRIP CAP r PaW ~ WRB LAYER 01, STUCCO WRAP, e A o I WRAPPED AROUND FRAMING MEMBER I WINDOW FLANGE I I CASING BEAD ® WINDOW x �' SELF ADHESIVE FLASHING (FRAME, W/BAND) i` WOOD SHEATHING \ \ - a IlwcAiaKr�o ; 2X FRAMING ; 15C ,�;^ MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO JW FOR CLARITY ® BLOCK TO FRAME ------------------------------------------ 9 TRANSITION -----------------------------------------------I --------------------------------------------- Yi GAP TYP ii, THICK, 3 COAT CEMENT CASING BEAD PLASTER WOOD SHEATHING METAL LATH: LATH t0 BE PER SECTION �SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER 01, I WINDOW FRAME I STUCCO WRAP WOOD SHEATHING ` WOOD SHEATHING I WRB LAYER n, FORTIFIBER BEYOND W&-AR>FREwHr; 1 BUILDNG PAPER i p�Op eFRAtNRYy i I WRB LAYER 01, 9JEATHERR RENSTIVE i' THICK, 3 COAT CEMENT ! STUCCO WRAP °A"'"E"' WATWEIR \ gTOLAP PLASTER LLEAtNER RENetNE / •' MN AMOVE TOP i 6AIRIRRR � i � \ Or 'Z' RASFIAiO i I R WRB LAYER 02, FORTIFIBER x r APeroN3 / I VINYL ANGLED i BUILDING PAPER b.e .,,n, I\ -1EeleTlvE WRB LAYER N, FLAGWMIIKATIM CASING BEAD METAL LATH \ \ / t-�aetivE I STUCCO WRAP i I VINYL CASING BEAD i 77 eTARaTele STRIP ' \ \\ \y pAL 8� THICK, 3 COAT CEMENT (EXPLODED RS' WIDE PEEL STICK i I r� I OVER FLANGE VIEW FOR PLASTER \ 7 I WINDOW FLANGE CLARITY) 6N.V^O METAL ��' LLEATFlR R1�b17VE z PI AeNIN9 ReAMER I To LAP I E-Z BEAD VINYL CASING I 1 ` OF 7 Tor i 2X FRAMING (W/%, FLEXIBLE PVC BACKER ROD) E-i��VN+L r x•'" T=R 1 MEMBER ItexroLt Pvc , °"SOD TRn ` -APPLY FULL BED OF SEALANT BETWEEN ; MACKER ROD) \ / ' eR'1r-ADFlRA16 t` i CASING BEAD ® RAISED FLANGE < BUILDING WRAP I 114A&W4 r7�L��+M \ \ BUILDING 8��B AuCAP UVCA"*4 �eeTIRDiaslsn°�E""LE: I lil' • I'-m' � E-7 MAD VINYL ueNa UEATIem low"m tlVE IeARRaEIe 4 (am BACKM IlOD) r C ® SIDINGTO OSTUCCO WATH� TO FRAME 'IeTIVE 16 A E z BEAD WINDOW CASING 19 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.a bdealgngroap.com AA B: 0003325 14 i W: U ABBOTT PARK LOT #27 BLK #7 PROJECT* 04181.000-27071 MOaErj 4EAB "1672—ARIA" GARAGE BWLNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAM,= 06/14/21 SCALE: 1/4-=1'-0" 9FIEET WA4 CARE SHIOULD SE TARN IN KEEPIND TIE VENT PROPERLY 4', Y AND 1C SHOVM IN P GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NNL IN PIACE MW IAM' NAILS AT EACH COWER. ROOFING CEMENT SHOULD SE APPIJED TO ALL SHINGLE EDGES HEM THE ( CUT OUI'THE GOOSENECK VENT OPENNDIN IHIE ROOF OUTER EWE AND ARWND THE ENTIRE PEAL T AS RECOMMENDEDINSEVEREW 7MERCOASTAL SHEATHING. SIZE THE OPENING IN ACWRDANCE WITH THE CONSTRUCTIONZONES. CHART SHOWN. IN THE EVENTA MECHANICAL VENTFAN IS USED, SIZE THE VENTOPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNI!"ON INSTRUCTONS. W NOT CUT INTO TRUSSES OR RAPIERS MFEN-IW T E OPENING IN THE ROOF. Prrms INIEWTRING .TINGLE NVLS --ND THE �< PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE CF TIE VENT LAYS RAT TO THE ROOF SHEAMNO. SUDS THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. BDTTQ4 VENT FLANDE910 LAV OIJ THESTIE THE TOPSHINGLE OF THE SHINGLES. . 11- ROOF HOOD VENT DETAIL MULL 6'- 0"-ADIiRND ALmwm Oome WA4.W R..NME AT JAI'i6 EXrLND PLAGHGK MN P mw m aGL MXKM LE R.ANMM DD Nor SEAL EOrTOM PN STEP 6 M'PORaWLY — oLD Ir aeaw O k I Ar tr (OltR LICK AP U1DER) L 1EAD FOLD N AT LLOPE MLL RO- TO E%IE LWN STEP 2 STEP 7 AA.IGN Fi UV Nm OFT. EDSIE A TILL RD. YICMYIIGLLY PA6Ti1 FN1iD EDOE6(CA. NA11-G. WAFLE6) K WALL DUPWr R.E)G~ AS TH M ASHN6 AT TO PLUMBING VENT DETAILS zmrrmw- UM AC*MW - AN 0"r CAP ECTO-ILRAP EQIN) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS VALLEY CENTERLINE 3S' WIDE VALLEY FIASNNO YO FASTNERS WiTi1N BOk CR HEAVIER FELT OF CENTERLINE FASTNEM IN UNDERLAYMENT I) EXTRA IDOFSHINCLE XTENO END SHINGLE ASPHALT AT LEAST 12' BEYOND VALLEY CENTERLINE ROOFlNG /I CEMENT CLIPPED OFF CORNER AT 43 DEGREE'. �GNN3lE& TRIMMED T BACK � FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE. HTS APPLY 061 H7U (O EO — , SEAAANT H PLUS APMOD R.AG N6 (LANCO W rIN-SEAL RC-N on EQLILA GLOP! TILL TO ID bKm L IT M THE COWACTOM IAEGPONSIMILTY TO v—PY THE COMPATIBILITY CP ALL FRODUCM NCI.UDM9 HOUSiIRAP, 69ALANT6 4 eELP-ADHBlSl4 KA M MATitlA1,6 UGED OW00 CONSTRuaTIOFL . MULL ALL MATMtWI 6 PER rwGPACTUmM WIV IEN SF PIrATl@M W9R bk SK .ANT6 MAY PRACT ADVEMELY P NOT GLEAN AND SEAL JOS TO SILL JOINS WITH ow DT199 ROLLOWW. CO F4.RTION OP OR RETROFIT WORK REPAIR 604E1'IE SHOWN SHALL ME A04LO'INTED AT ALL WINDOWS WITH EvIDENGS OF WATER INTRUSIOV BELOW THE WINDOW OFMMG REAL INTERIOR FERII"MTER OF WINDOW WITH SEALANT WOOL L IT M THE CONTACTORS PIEWONSMILTT TO YMWY THE COMFATIMILT(Y OP ALL PRODUCTS NCLUPM SEALANTS 3 SELP-ADHlRNTI PL4GHIN6 MATIIINI 6 USED 0#S'17 COIiTRUOTIOIL 1 RaMiN9 AT EXTIP" YE'DQIM AND DOOR OMNW OW" EE MULLED N ACCORDANCE WITH MAMIPACTIIIER'S INSTALLATION SMTRICTUDHM AND APPWDVED PV14M U OP PMC RTOSA U N ACCORDANCE WITH PROSTRATION MANR4CTURER411I NSTALLATION AND R.ASHM NSTKICTI01M WSJGEALANT1 MAY REACT ADVEMELY F NOT CQTATE3LG WALL FLASHING INSTALLATION DETAIL (MASONRY) 6eALe TITS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.abdesIgngroup.com AA 8: 0003325 9 f. 2xro SUB-BANt) W/I'x4' NOTCH a END, WRAPPED IN 1 I' — I I 1 1/8 METAL FASCIA \\ WRAP Ye, FROM \ STUCCO, I' FROM \ WOOD WALL EXTERIOR WALL e� (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X& 1 DR] FIN[ SUB BAND ONLY ®ELEVATION �Tl © FLAN 5 1/8, TM- U FINISH • WOOD, V2' TEXTU,gD FINISH • cm METAL LATH { WOOD 814EATHMG OR cMU WRS LAYER'(, STUCCO WRAP (FRAME ONLY) 4\ WRB LAYER 4, FORTIMBER BUILPMG PAPER (FRAME ONLY) PROOF KICK OUT REMOVED FOR CLARITY —?—ROOF DECK (BEYOND) �J� �VNOT DRIP EDGE, I' OFF WALL INTO STUCCO) ®fi=>L)4N A RooFING cEMENT DRIP EDGE METAL KICK OUT �— I'1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH is CMU � 2x& SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUS -SAND WA�'x4' NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x�A::`, x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,x ,• .... .:_. _. .. SUB BAND DETAIL ® WALL W/KICK— OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A 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. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY i 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH:407.774-6078 FAX: 407-774478 www.abdosigngroup.com 5AA N: 0003320 b C PEE L 4 STICK METAL PAWIA UIRAP P EDGE �\ I� TEXTURED I SH ® WOOD 1 `� 2xa aM BAND—/ I/2' FINI TEXTURED SH * CMU ,;7•i�1:I#1 �t C•1ZI:1*111 *3 CONC. AB U FM-12X18 I— FM•72X12 1 4" CONC. O0 1 i� SLAB �~ p m I *31/7 M F-24X24 I ILL• X-7 6'-4" 2'-1' " i r — —M-,ZX-18 --- F to 4" PVC CHASE '' i� I $° IS TOP OfF SLAB / FD I 1' PVC CHASE %FOR ELEC. (9 II ISLAND i if i ILL . j I i lio � � S m gz io U 0 a Oa I a END I SLAB 1 1/2" 1 J —---TE1___ 5 11Z' :Q lV I I 5 I 6o • I 1 1 A m I I I' 1O ,A �II EXTEND O SI I r I FM-12X18 SLAB 1 112.. y to 2 111 H; CC.110, �4" ONlz m w 1 •3 1/2" N a�I I SI 1 A I 1A 1 ILL 2 m I r 7112" FMC-12X18 L_FM-12Xi8 1A 1 J MC- 4 12X18 _ — _ FM-12X18 — — 4 _ F#F1a(MY FOUNDATION PLAN SCALE: 1I4" - V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44' 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44', 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, DINDICATES #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 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 W 1.4xW 1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#Fs FMC-12x18 17' CONTINUOUS 18" - (2) #Ss #5 IN CURB VARIES F-24x24 24" 11, 121, () 's (2) #6s _ - 0^ 4" FM-12x12 12" CONTINUOUS 12" - (2) #5'. - (-)0'-4" TEA 8" SEE PLAN W - (1) W. _ •{p 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003326 13 lb O mm SVHDIV. Aa LOT ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 27071 MODEL& 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C NO DATim 06/14/21 SCALE: 1/4"=V-0" 811EET sl 3a MIN. EACH WAY — MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND �`••—Q r — ' — • 1 •�y - SPACING REQUIREMENTS SPACING REQUIREMENTS y : P'— �' �- �.(-.-t•.."._. T!—. • GARAGE DOOR RECESS FM No 8"CMU WALL B"CMU WALL • . I CORNER BARS, SAME SIZE AS LARGER BAR B' b = IN FOUNDATION WITH 30" LEG EACH w m TOP OF SLAB .0 WAY AT ALL CHANGES IN DIRECTIONS I ... • SO THAT THE STEEL REINF. IS CONTINUOUS •" 70P OF BLAB _ MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR j/'�/�—•--'�� •L • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1STORY) #3 18..EXT. I•I • • SEE SLAB SCHEDULE TOP OF GARAGE -FCTING PORCH SLAB 4"CHAMFER ' (•I• I� •"a. CONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET AT ELEV: Wl1YY' ISOLATION 6' CHAMFER (25TORY) (WHERE • #4 24" (1STORY)! W/ 1/7'SIONJOINT Il., 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE ; •T4 APPLICABLE 4. SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR MID, BAR SIZE AND BAR QUANTT' #6 36" z FOR MO. BAR SUE 2 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 @ GARAGE SCALE: 3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3f4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONIC. w POURED CELL LAP TOP PLATE A MIN. OF 46' o 8" CIA AND NAIL W/ 16d COMMON m VERIFY HEIGHT #1 REBAR @24" O.C. @CENTER OF LAP O CCCUR OVER STUD OF WALL W/ PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2 gw f WALL W/ SYP o icy 5' Q 7' CAPPED NEW REINF. BAR a'm No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/2- PART a SPACING. SINGLE STM. PLATE 1f29c9" WEDGE ANCHOR W/ 2' W/FLANGE 0 BASE °- I EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH ' 5 B", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 0 16' C • • °� n i Q FOLLOW ALL MANF. SIMPSON SPH SPH6 MAX. ' § w SPECIFICATIONS FOR FOR BTM AND TOP PLATE V y ,. 4" CONIC., REINF. Wf _ USE AND I ANCHORS W/ 10d x 1 1/I' ON SECURE FLANGE TO PREPARATION OF p C 4• COMMON NAILS FILL ALL l MIL POLY ETHYLENE ' w w VAPOR BARRIER ON SLAB W/(4)1/4" X 21/4" TAPCONS HOLE, HOLES, DO NOT USE 10d w i < EI A, • J•a ri WELL -COMPACTED x 3' SEE SLAB SCHEDULE CLEAN FILL TERMITE TREATMENT SHALL BE [. BORA-CARE `Q¢ TOP OF SLAB 2 • : : " (2I CONT. #4 REBAR 4" CHAMFER (1-STORY) •: f 6' CHAMFER (2-STORY) a.�� 4 (2) #5 REBAR ON CHAJRS . • i . •,�. 12" MIN. DEPTH IN70 z e 2,000 PSF VIRGIN SOIL OR 95% IRGIN OR ENGINEERED 301E m� COMPACTED SOIL VIZE eQ. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN 3'$" pER PLAN BOLLARD AND BAR QUANFOR MID, MR TITY C J ADDING BAR TO EXTERIOR MONO DEEP 3°ALE 3/°"=''�" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 3QALE 3/4"=''-°" /W/ UPLIFT 1A SGALE:3/4"=1'-0 LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL, TOP PLATE SECURE BT. PLATE TO WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2 a SLAB W/10d MASONRY BTM. PLATE TO BE PT, SECURE BT. PLATE TO PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL m CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. r UPLIFT IS PRESENT. +-0'-0" POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE �� 8"CMU FILLED CELL(TYP.) : ♦" ' +-�+TOP OF SLAB SLAB SCHEDULE 2XWALLFRAMING +'D.SEE BEE SLAB SCHEDULEMINIMUM 1f2" DIA SIMPSON STB2 BOL 570P OF SLAB ..�: , + 0 0 i ,... EMBEDMENT INTO • TOP OF SLAB'4• g "ISOLATED" COLUMN PAD ENDS AND GROUTED CELL, 4" FROM EN 4 `` • 4.� TERED UNDER WALL 16' O.C. VERTICALLY MAX • ♦y,-� • POCE URED MO OLITH CALLYNWITH �♦ • FOUNDATION AND SLAB A • J n SEE SCHEDULE SEE SCHEDULE r�+-e-#-"-•�+j- FOR MD, BAR SIZE Ea. EQ, SEE SCHEDULE FOR MD. BAR SIZE AND BAR QUANTITY ./ AND BAR QUANTITY ,AL FOR MD, BAR SIZE AND BAR QUAN,ITY COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO Q INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 SCALE: 3/4"=l'-0" UPLIFT �„ FOOTING AND COL. PAD 1 V SCALE: 3/4"=1'-0" BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'-0" (NO UPLIFT) (NO SCALE 3/4"=1'-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 P � YYYY� uW OU33DIV. & LOT: ABBOTT PARK IP LOT #27 BLK #7 PROJECT 04181.00 —27071 DLODEL 4EAB "1672—ARIA" GARAGE DWING: RIGHT PAGE: DETAILS id MPH EXP. JUN DATE: 06/14/21 8CALE: 1/4"=1'-0" MEMET S1.1A d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngrou p.com AA M: 0003326 F almraV. Ae X'S ABBOTT PARK LOT #27 BLK #7 PROJEC 0 161.00T9 27071 HODEtc 4EAB "1672- ARIA" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = T-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 70" HOOK GROUTED BOND BEAM VARIES PER ELEV. d sq• s q.. • I .q CLEAN OUT REQUIRED FOR INSPECTION O 0'-0•' FIN. FUR. +� ', ;•a .• TIE ERTICAL REBAR b TO HORIZONTAL REBAR W/ 70" HOOK BAR SIZE 148 BAR DIA. #3 18" #4 id U t15 #6 #7 HORIZONTAUVERTICAL REINFORCING I SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS 0. 8" CMU WALL TOP OF SLABq' • TOP OF SLAB •! EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. 18" �+ .q a . a : • " •q 4 ! : q W/ 1/2' ISOLATION 6" CHAMFER (2STORY) t • JOINT (WHERE APPLICABLE) MATCH STEEL #4 2411 per 3a' 6"PVC CHASE a REINFORCEMENT PER SCHEDULE THRU FOOTING #7 42^ S. PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND EAR QUANTD PVC CHASE THRU FOOTING 4 SCALE: 3/4'ol- #6 BARS Eli�j CMU UNIT DIMENSIONS B ARE NOMINAL SIZES O/y`% MASONRY SYMBOLS 1441 N. RONALD REAGA]BLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407.774407www.abdesigngrouP. AA M: 000332b U 8L7E to LOT: ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 —27071 MODI IC 4EAB "1672—ARIA" GARAGE 8WING: RIGHT PAGE DETAILS 160 MPH EXP. C 1:7T�liffillf ►C*Si*•3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEOCPJPflON REMARK tU (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,O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (mil) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES GT UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. ---------- n------ ..n,o —�— A a � Q 0. 41 ! d 1 a SRF14- ,S ,¢ 1T/OMlm lop L 40, wp op LIFT BEAM PLAN SCALE: 1/4" = 1'.0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r W�U musmV. a LOT ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.006 27071 MODEXA 4EAB "1672—ARIA" GARAGE SKIING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C DAME,, 06/14/21 SCALE: 1/4"=V-0" DiIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30"TYPICAL #6 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING '* PLACE STEEL HEIGHT. 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` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP, elle' CEP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1Ii5 TOP OF THE LINTEL. 6 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. a ,k P�SEQE� ex16 OBL. BOND TOP OF BOND BEAM �`OZP EACH COURSE • 8x8 BOND BEAM _ TOP OF BEAM W/(1)#5 :.F. • �N W/(1)#5 BAR :4: BOND BEAM Op F=FILLED W/GROUT t�'' U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND PENING WIDTH //_# OF #5'S, IN 2ND BOND gEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 nNF9 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE P8�0FE� NOMINAL�� LINTEL W/(1)#5 BAR(L2) HEIGHT #OFItb'S,TOP LENGTH OF BAR=WIDTH OF MASONRY IT IS THIS ENGINEER'S INTENT BONDBEAMCOURSE OPENING _2, OR �f BEAM DESIGNATION THAT XFXX-1TlIM/OB INDICATESA DOUBLE BOND BEAM #OF#5'S, BOTTOM Sx8 PRECAST CONCRETE L SCALE:34"=1'-0 AND XFXX- 1T/OMf0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND - 1T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTELXUXX OF OPENING AND XUXX - ITMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DSL BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN DEL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW 31ZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN _ EMBEDMENT .• 3 1.k1" PRE -CAST :.4 WINDOW i2 2x6 (MIN 2 X 3y2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" >p rya SILL FROM EACH END AND 18" d, SLOPE O.C. MAX. MIN 1-1/4" 4 m EMBEDMENT OPEN FACE SHELqlN 2x8 (MIN 2 X 3) 2-3M6 DRIVE PIN (MIN TSHANK AS TO ALLOW BE SHANK IZ MIN HEADUPPER BAR TO BE PLACE AND LOWE MINEM SIZE18, MIN EMBEDMENT 1 2X4 SOLID BLOCKINGBONDBEAM 5 MIN. REQUIRED IN 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS _ 3 SCALE: 3/4"=1'-0' 4 SCALE:11/2"=1'-0" 5 scALE:3/a"=r-o" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I I SINGLE #5 CORNER y BAR, 3Ox30 TURNED UP I OIL TURNED DOWN INTO • OF , FILLED BOND BEAM 1(�1 8x8 CMUING PIER / W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE Ifs BAR / SEE PLAN. I I AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=P-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'lY' IN i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdes Igngroup.mm AA #: 0003326 O Fr mm 9UDDIV. d• LloT: ABBOTT PARK LOT #27 BLK #7 PROJECT# 04181.000-27071 MODEU 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-0 6.1r tt 1T= ITMB 1T TYPE LENGTH PLAIN SOLID TYPE LENGTH MIT an61T VM-IT VA -IT WAS -IT 02-IT MIS 8 iTn TTn ttn 1rn 1rn M-2r 801"T MM 6124-V elle-Tr 8IaW 3'8" PRECAST 1438 m3114 4217 ea21 am 7531 S'�' PRECAST on 1024 S'-8' PRECAST 1e88 3524 4994 6M 6132 7001 2185 SITS 83e6 TM9091 loam16e9 3624 4394 5268 8182 7001 4'40' PRECAST 1085 4'-0' PRECAST 514 m 4'-0' PRECAST 719a ee24 7e27 5751 tees aoeo 3e15 457o aa26 eo79 4'-5' PRECAST 819 se 1770 24M 3033 3M43M 4'43' PRECAST �1 4'-8' PRECAST 1207 2502 3375 4043 4711 5879 1526 5743 7547 8752 0641 7eee 12D7 2M 3VII 4043 4711 5879 9 4 PRECAST 931 1247 190 2M3123 3888 4248 PRECAST 411 411 8� 1016 low2374 20" 3513 4064 1319 44eo 7198 7842 6780 mSr{' 101e 2278 2398 3399 39e/ 40e4 PRECAST 817 1024 101 20M 250 3000 3470 PRECAST 8�0 339 6'-10' PRECAST 909 1408 1971 244 2915 3ME-10' 11e1 3N3 een eose ee45 ISM5-10' m 2080 2eee 31OF 3M 4133 PRECAST 1199 32U 3031 3707 498a 6081 8'� ��T 410 721 8'$' PRECAST 835 1201 IBM I= 2332 2709 1139 9 SW 4599 7064 IODW e825 m 18ee 2320 2790 =I $712 Tom' PRECAST 570 m240 2205 2M 3191 3M716 T$' PRECAST 303 534 T$' PRECAST ow1181 1402 1743 2M5 m 2486 340B 404 7097 8472 727 1034 2025 2425 2827 3228 9-4" PRECAST 428 893 IIM 2204 2481 2910 2821 �'�' PRECAST 192 384 9' 4' PRECAST 454 bee 787 940 MR 1310 m1074 22M 3M4099 4NO 672 1318 1643 1988 2164 2519 10'$' PRECAST 388 487 1247 1787 1904 2163 2028 10'$' PRECAST 151 301 10' 8' PRECAST 3M 408 612 m 889 1042 m 1407 1897 2781 3M WIN ISM 1180 1472 IM 1710 19e9 11 PRECAST 930 5" 1312 1742 2212 29M 3880 11'rP PRECAST 192 417 11'� PRECAST 430 408 530 m777 on 644 1812 1742 2252 28ee 3662 488 1042 1872 1848 1470 1710 17-V PRECAST 308 5D7 1210 I= 2048 =6 3191 124r PRECAST 111 370 120 PRECAST 383 38e 478 557 e9e 783 N7 I210 I= 2D18 26e6 3171 440 940 1800 1680 tau 11478 17-4' PRECAST 270 433 1045 1305 1732 219 25M 1" PRECAST 82 298 13W PRECAST 308 303 39a 484 575 MG 414 1 1045 130 1732 MO 28M 30 780 lop 1312 1071 1203 14W PRECAST 254 RB 97e 1272 IMI 1988 21/9 Ivor PRECAST 71 293 1#0 PRECAST 279 278 300 448 e2e we 390 97e 1212 1808 1950 23e9 37e 717 981 1192 975 1133 14%r PRESTRESSED N.R. ►R N4 NR NR Nt NR 14!4r PRESTRESSED N.R. 263 Iv-r PRESTRESSED no 422 am m 746 m 468 1079 1429 1524 2277 2712 246 an 9e0 1297 1474 1715 18�• PRESTRESSED N.R NR N4 NR N4 NR NR 1S 4' PRESTRESSED N.R 262 1S 4• PRESTRESSED =4 8e7 404 574 04 798 412 1014 1340 1703 2110 2513 280 GIs 90e 1134 Ism 1572 1T4' PRESTRESSED N.R. NR NR IR N4 N4 N4 1r-c PRESTRESSED N.R. 183 1T-' PRESTO 157 ate See 451 557 m800 m 1121 u18 1739 2D47 In an 720 w 1136 1312 194• PRESTRESSED N.R. NR NR NR N4 N4 NR 19,-c PRESTRESSED N.R. 148 19'-4• PREST 102 m340 430 513 m235 730 9E9 12D0 1467 1716 18e 429 co ws 95D IMII 2114' PRESIRESSED N.R.NR N4 IR N4 NR NR 21'-4• PRESTRESSED N.R. 125 211-C PRES 142 219 300 301 454 97 180 69e m1038 1100 14M 142 $73 537 880 818 943 22'-0' PRE8Ti N.R.IN NR NR N4 NR N4 N4 Mr PRESTRESSED N.R.118 2r 137 228 210 30 429 407 no 734 m12D3 18e1 IV 368 513 559 779 900 24'4' PRESTRESSED N.R. NR NR NR N4 NR NR 2C-W PRESTRESSED EST N.R. 91 24'-0• PRESTRESS® 124 174 245 3M 3 a80 416 1n 460 e64 04 1014 1147 124 1 319 1 40 6e1 e87 79a - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRErE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M. 0003325 I b o ABBOTT PARK LOT #27 BLK #7 PROJMT# 04181.000-27071 MODELc 4EAB "1672—ARI9' GARAGE SWMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 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 P81336, .177" ° x 2 7/8" LONG, WITH WASHER Q 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. TRIM 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" = V-0" IF 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngroup.com AA 8: 0003325 119.1 9 O1 SUDDIV. & XOT ABBOTT PARK LOT #27 BLK #7 PROJWT 04181.006--27071 MODE14 4EAB "1672-ARIA" GARAGE 8WDfG: RIGHT PAGE: FRAMING PLAN 160 MPH LV. C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1.2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 1z'01C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFfWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22'x 4", 6 % 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE'34"=1'-0 NOTCH DEPTH 1WD O q GE >5/8' METER L. STUD OUTER 1/30FSPAN ONLY HOLE EDGE >5/8" 01, BTM.OLE DIAMETER PLATE< -D D.L. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU a 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER, PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22'x 4", 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB *'x 2 J' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5"TITEN HD TO CMU AND (18) BIDS *'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/(3)1. C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }' x 571TEN HD TO CMU AND (18) BOB *' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 1z' OC SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 214' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) ZCOVFR BZAPART REPAIR OF MULTIPLE TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR 2a 2b 2C SCALE 3/4' 1'4" 3 SCALE: 34"=1'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'7C BRACE 30'-V TO 60'-0 (3)'W' BRACE (1) "X" BRACE 0 CENTER e'11MAx t`mtxq (2) ")C' BRACE DIVIDED EQUALLY oa taa Mnx (wrlxal FROM CENTER TO END. 2x WOOD FASCIA, - ix4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS —� BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER —� MAY NOT BE TRUSS ENG) u, REQUIRED BTM. CHORD OF j_ lT _-T_ WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C —J `END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECUREO W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0' SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONT, 2(4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-U' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3l4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmp.com AA #: 0003325 Y $3 0 4 � F ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 —27071 MODMU 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE Wl (3)12d @ EA. 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-l" TO 60'-0 (3)'7P BRACE PRE GABLE TRUSS (1) "X" BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTORrUB DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIANECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/(3)16d OOD GALV. COMMON NAILS, 4" O/C, 1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN17, O/C L SECURED W/(2)12d'SG MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 216 PT. PLATE TO BLK2" ' 3i.. W/ TRUSS PLAN ' DIA. ANCHOR BOLT W/ W/ 1/2z WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S' O.C. MAX , CONC. POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 VY-D' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 O a 9 Ab IPP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n - 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r - 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC 1MND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 FOR ASS PHALLTT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD TENSILE STIR. SHANK ASTM lod RING SHANK, 1667 S HANK 170 000 RING 116-20 RINGS RSRS-03 8d RING SHANK, P1667 SCREW SHANK q3/6'0� PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC F1867 SCREW -NAILS RSRS-01 KAF I tK UK I KUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATV' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT G' O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1, tGd NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD PROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 So RING SHANK GUN NAI18 G 4"OC. TOP S BOTTOM EDGES � yg ........... Z z 9 = y 0 �ti Z w LL 2 Z w G to V 3 Z O $ to TYP. EXT, SHEATHING ATTACHMENT �D �Y 8 mmmmklhml mmmmumill 11 I I MM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ; CA8 7' DECK SCREWS ® 6'4" O.C. MAX 0 EQGES 8 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 314" T&G SUB -FLOOR UECKING GLUED TO ALL EXPOSED MEMBERS (iENEML NOTES: ALLAGGREGATE USED N CONCRETE SHALL CONFORMTO ASTM C3VCXW. MAXIMUM AGGREGATE SIZE SHALL BE 3/P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WO�" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIQE 6%NR ENTRNNED CONCRETE EXPOSED TO EARTH OR YiFATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BECHAMFl7tE0314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14' BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROMDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 11. CO BARRIERMEMBRANE ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. LAPPED 61NCHET AND SEALED WITH 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 FORNFW10ft CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN 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 p CLA)SK NS RM T `= PLAN$, MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 12. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WEI I'1RA WIRE AT BEARING LOCATIONS WTHOUT V/OODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS ORTIE-DOWNS. WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE W= TRUISM ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR TE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION Q H BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. SBADE LUMBER AND ITS FASTENINGS" THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALEDEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NOS, 00 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BA REBAR SHALL BE ASTM A615 �• GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446lA446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN L"QADB; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD-nan-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 6' BAR - 3 WOOD TRUSSES. 10 psf BTM CHORD H1Gn-ConOument #5 BAR . 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (40 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 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 020) EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, 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, SALCONIES (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: 40PO, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pSf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pcf M PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE V•ATH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL TWO -DELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACICONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTMNG AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS DOCUMENTS LL GOVERN OVER THE SHOP ORAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WILL IC-478 SPEC NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3M' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WA SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUN MINIM SITE PREPARATION' FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRURa" STEEL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR $HALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI W AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 16 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNLTTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLANCE MATH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2'FORA5ANDSMALLER 2'FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1Q' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 A36IA36M FY = 36 ku FOR ANGLES PLATES AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS W TH 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 A.L-ON SIZE TYPE RA REMARKS APPLICATION S. TYPE qN[i RE_. .2PTFURRING tO RYIbJNC. HA)xIENEDCgL ?LONG. OARAGEDWRSUIX TO MABONRYIWNO tM'p0. ND WA6HER T NMA9DAY STEM1ER S" tl?ENBEO., J"ENO DST.. rr EDGE DST. SGD,AL.EXT.DOOR9 CASEINROENEDWIL 9'OX; NODWIODON FASTENED GARAGE-BLCx 3R'mAOR DA EXPMISIONBOLT IT OIC TB'e'DA) 1•EMBED., 1-EN)DST, R PTSEENOTE6 NNL11-ONG. STAGGERED INTO NA90NRY/WNC TO MASOMYINNC xY WASHER 2d' OIC IVY DA) 3" EDGE OIST wnNDDWBUCK RDENED COIL a°aG -0-000RIFASTENED METAL $TRAP To CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTES NNL 11IY LONG. STAGGERED INTOM NRYr Nc. MASONRY I CONC REQUIREMENTS EXT SWING DOOR LICKS PT, SEE NOTES O)VI6"DA: NO -ER 'TAPCON' FASiNER IS- I", EMBED, 6"EIA. GIST., 1 fn` EDGE DST. NONSEARING WOOD WALLTOCONC. SUB 1R` -ANSIMSEO. 4'END WI WASHER B0.t 2E QC SAT., $"EDGE DST. roa NQOW BUCIt 3S°PPFr 21T YO,C 1'fND qST., PT DEL COL"SEE WI WASHER STAGGERED EDGE DST. TEB 1>� 1. STAPLES SHALL NOT 8E USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER MANUFACTURER'S SPECS AND/OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2K MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 IF. M h E 9L73DIV de I407: ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 -27071 MODEIA 4EAB "1672-ARIA" GARAGE BW MG: RIGHT PAGE: DETAILS 160 MPH EXP. C a © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS 101 MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL ;OFFIT 1O HEM AND IN VALLEYS STAPLES INSTALLED @--C 12" O.C. MAX (INTO O 7OWOOD) IN J-CHANNEL SLOT 8.. 2X2 WOOD BATTEN 0 `STAPLES INSTALLED O THRU SOFFIT AND /J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1" MAX —0I W- DETAIL DO STAPLES INSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT- 8" e%r-rrA n r' TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN I -----SPAN 'L BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. WOOD BATTEN DETAIL B. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN —�— �2X2 WOOD BATTEN IS O SOFFIT fNSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT FASTENER SPACED 24" Og s MAX O.C. STAPLES INSTALLED @ DETAIL C o,"CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR BY OTHER 2 1!4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. HEAVE WIDTH EAVE WIDTH 375 (ROOF (ROOF � 3.625 3.625 .375 3.66— OVERHANG) OVERHANG) CONCRETE; •08 .03849 CMU OR WOOD 12 (NOTEA) CONCRETE; A OFFIT CMU OR WOOD SOFFIT SEE DETAIL 'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) DETAIL A EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT E C O J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 r; y F. NUBDIV. de LOT. ABBOTT PARK LOT #27 BLK #7 PROJECT 04181.00 -27071 1[ODEU 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C