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HomeMy WebLinkAbout7434 Sail Clover Ln99 0 99 t� 672 -4EABHOMES 12602 TELECOM (DRIVE, TAMPA, FL 33637 Ted: (813) 740-9720 Fax; (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (613) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •MMM MMMG CpDg, IMMMmg, 71H WWN () •*' *M.r ••��,pr -AM f11i & AN STwlY C� -OCCUPANCY - RESIDENTIAL, GROUP R3 -coNSTRUCTION TYPE - VB -BIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH •EXPOSURE — C -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY A;C AIRCONDITIONINGMUM, LUMMOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP, AMPERAGE MM. MINIMUM BD. BOARD MT METALTHRESHOLD CL CNE MTD. MOUNTED CAB. CABINET ABMET MT METAL S CLG. CEILING N.T.S. N07 TO SCALE CLR CMEAR O.0 ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT CARPET PB PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT PLATE DBI.. DOU LE PLYWD PLYWOOD D.G. DUAL GLAZED PR. PAIR Da. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP, DISPOSAL RAD. RADIUS DP. DEEP RAG. RETURN AIR GRILL DR. DOOR REP. REFRIGERATOR 0 DOWNSPOUT RM. Roon+ DTL DETAIL R.O. ROUGH OPENING D.W. DISHWASHER SC. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR, ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SILT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT EXTERIOR SHWR. SHOWER FO FX FASS SiL SIMILAR F.O. FUELUEL GAS SSLIDING FN. FINISH ST. SLIDING F.R. FLOOR STD L STANDARDASS FLUOR. FLUORESCENT SWS SHEAR WALL 11G. FRENCH DOOR SECTION GA. FOOTING TEMP. TEMPEHICK DGLAss GAR. DISP. GARBAGE DISPOSAL TOC. T POF CURB G.F.I.GROUNNTERRUPTERLT CIRCUIT T.OS. TOP OF STABS GL, GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB SE OTHERWI PC. HOLLOW CORE V.P. OTHERWISE HDR. HEADER W. WASHER HOT OR HT HEIGHT W/ WITH INSUL. INSULATION Wll. WOOD "T N7L7O0. W WINDOW HEAIER W.I. WROUGHT IRON DATE DESCRUMON 008/I0 CPS ISSUED ARCHITECTURAL SHEET DESCRIPTION OVI516 2011 FEC UPDATE PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION C PG El —ELECTRICAL PLAN PGPI—PLUMBINGA PG MI -MECHANICAL P SH,�16L� L WORK COMPLY WITH PR PG DI —DETAILS 088 LQI�Ipq gUiLDi''ye1Ay �.1 BUILDING COD PG D2—DETAILS NAfiIdPdJQL 8( E(�+� R+�,/,� CODE / ' E(�• PG D3—PRODUCT APP �}�`�} dO�CJ 17� GIh�` - -- 7 hid" I- ,7 PG WAl—WALL ASSEMB �d+-HILS PG WA2—WALL ASSEMBLY DE PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OV29M C05 REISSUED 04/IB/ib FOOTING.REVISION PERn. eouEs 02/22/19 PLAN MAINTENANCE 03R8/19 REVISED LINTEL 817E AT FRONT ENTRY DOOR 06/21/19 ADDED LED L16FITS • KITCNEN 4 RATNROCMB PER MARK 90WE8 0142/19 ADDED STONE OPTION ELEVATIaJB G' 'p' 10126/19 ADDED GPI.B'-®• CEILN!s F1EIraHf OVOIRO REPLACE LISP CONIECTORB WITH SIMPPON CONNECTORS -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 }'ap• /'1AT /'1•JQ SQ.". Q. i �/w ►i 04A3/20 CPT. V-0' CLrs W.T. ELEVATION'C'- REVISED NEIGNT OF ARIC4"Y mVOIR1 2�®FBCi UPDATE LIVNG 1612 SQ. FT. GARAGE 492 $Q. FT. L� 38 S.F. TOTAL 2238 SQ. FT. 03/12/21 ADDED SOFFIT DETAILS OSM/21 ADDED 20' FOOTER OPTION 11/02J21 ADDED FRENCN DOORS OPTION STRUCTURAL SHEET # DESCRIPTION PG 91—FOUNDATION PLAN PG SIAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS CITY OF ZEPWR �. PG SNl—DETAILS 'PLAN E�CAfi�iINER PG SDl —SOFFIT DETAILS PG SD2—SOFFIT DETAILS i Al DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETADJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRrrrEN/DRAWN FORMS IN A TIMELY MANNER. AB DEGN GROUP TNO RESPONSIBILITY FOR MT RPRETA ONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. F___f 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 h m N PRIM b BU23DIV. do LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJL'CT* r 1.04C-12141 GEAB 72-ARIA" awMa: LEFT PAG>c: COVER SHEET y 1160 MPH EXP. ROL40 A. ABOUCHACRA L AR NO 93723 A DA 02/07/22 BCP.=: 1/4"=1'-O" B*EMW c1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN b THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 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 i" 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 112 -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 6 -INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING TIN LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER i. 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: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 - WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6 " PVC (SCHEDULE 40), INSULATED WITH 6 " AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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. 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & 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-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112 'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE W" 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 A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-7744078 www.abdesigngroup.com AA P. 0003326 , � � r z rq � ib a ul W E o0 S BVSDIV Ae LiOT. ABBOTT PARK LOT #12 BLK #14 PHASE 4C PROJECT# 04181.04C-12141 MODELS 4EAB "1672- ARIA" GARAGE 8WMG: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C DRATTr. UM 02/07/22 mcAL"E: 1/4"=1'-0" 8*1z= 1111. GN HIS ii- PIIIIIIIIOii011llllllllllllllo���011lllC O1O o n . p " 0111�1a �011111110 i � O �■ . • q s [I o ,1' .� . g. O rw ErA I. AS REQ. _ 5LDG,r��-- CODE �8.:. i 1 J' GMAGE lip ild olll.�.,_.=1110 mm - i e - 0111111111io, �- -- 'oIIIU'ol IolllllLl o'11'Ifo' olllllo olll o FLOOR PLAN SCALE: 1/4' . I'-0' SQ.FT. CAM'S LIVING 1612 SGt FT. GARAGE 432 SQ FT. ENTRY 38 SO. FT. LANAI 96 $Q FT. TOTAL 2238 SO. FT. WJV4s VAWV COrP=W AID QADDM UD LOAD/ MW SOD E1109M FOR 3 815=0 Q= OPBm Illam m 010HUD" RBOM AND 77E FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING: 18 5 33/-43 DR. MIN. CRITERIA SGs,D' / FRDR 43 5 303/-38.4 MIN. CRITERIA 16070 O.k.0. 112 5 282/-31B 12'xW 80FFIT I 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00MIlM DA70 0NO DBL. TOP PLATE �n BAR DETAIL HDR. DTL. A SCALE:I/2'.I' B SCALE: 1/2.I' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-7744078 www.abdesigngroup.com AA A 0003325 04 a pg� � o O _ Ipit URDIV & LOT.ilABBOTT PARK LOT #12 BLK #14 PHASE 4OJECTS 04181.04C-12141 MODELo 4EAB "1672-ARIA" GARAGE ewiMG. LEFT PAGE: FLOOR PLAN 160 MPH EXP. Cff ROLAPD A ABOUCK.CR AR NO 93723 DATE 02/07/22 BCALE: 1/4"=1'-0 Al BLDG. HGT. IL MINE mill-. Illil - 0'-O' FIN. 8'-0' BRG. HGT. OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 11 / OFF RIDGE T 6 ARFAOFATTIC 2235 SO, FT. NET FREE VENNIATION AREA REQUIRED = 11= REQUIREDVENTIUATIONAREA = 223S/300 7.45 VENTILATION AREA% SO, INCHES PER FT,(144) = 1072.8 SO, IN. MN. REQUIRED VEN-UTATION .SX 1072.8 IN UPPER PORTION OFATNC - 536.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. FERVENT 536A /10 TOTAL# OF VENTS REQUIRED = 4.66F3S TOTAL# OF VENTS PROVIDED = 5 'AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERX)ROF WALLTO EIOERIOROF WALL. NO OVERHANGS INCLUDED) _0'-0' BRIG. HGT. ELE-] ilm F07 E FE7 m REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH -0' 8' 8' f 4B i0 c0 y q I ITYF. 0'-0' FIN. FLR. * _ 0 RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH u -o8 -0' BRG. HIT. DECO. DETAIL 0'4 0 FIN. FLR A SCALE: UZ . I'_®• �0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.7744078 www.a btleslgngroup.com AA #: 0003326 m x Y a r�r S 'idle O EQsE a r VaDrv. ee LOT: ABBOTT PARK LOT #12 BLK #14 PHASE 4C PROJECT 04181.041-12141 MODEIs 4EAB "1672-ARIA" GARAGE SVIING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C 1 A. DATE: 02/07/22 SCALE: 1/4"=1'-0" S%V A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SIN03LE POLE WV OUTLET IIOV OUTLET TU a' arLETN OARED TO SUNTC GFI II VV CUTLET acurso WAYS ID PALL 11NTO A-TIM (TAMPER REaeTNR TYPE) 220V CUTLET !4) WRE CONKCrION IIIP CA EXT. WATERPROOF OUTLET 4RCIND FAULT NrBtlU'TER SWITCH SWITCH 3-WAY Of -Elk W4 SUITCHf 4-WAY OPER F-0 cuNT® ���f L—WNf-ff LIG CEILNG LIGHT © LED CLG LIGHT LED VAPOR ©vp PROOF LIGHT O VP vAPq[PROOF LIGHT ORECESSED CAN eV1MT. FAN I CFTI PER SO. PT. VOMT. FAN YALIGHT I aM'7 PER S0. Pr. TBD (Arsm BY PLU�DCENT A O.RAP ® (REIIpGHH1TT CEBBED) AFWUM ARO PLU LZVENT A (SU�ACE PNTJ 4' FLOORESGEJT p p�� —e�—A 4' TRACK L. 0 PANEL sib METER OS.D. enam D"C" 1 I WALL MONTED 01010 DCTCCMR ImAlLJOAQ6.6a CARBON M24OXI SMa2 INTER CTED MAMIUM ® 8KA Ca'OO SHALL Me A DI6TANCE OP NOT Lees THEN 4' FRCM MMA14T LIGHT LIB NATURAL GAS OUTLET . TELEPHCI@ JACK uAN WATER TER ro RE tLEL ABL�APQ AS! CONDITIONNG s� AHAI OmccM EerTwo SMEET I.ON TELEVIeION JAOK BDX O J-SOX To TO eR elARrDRIec N ACCORDANCE W BOX I'MIgD AS eucH wR INSPECTION COIL. S BOX CRILNG FANAKAR ro Be &A-MPRTED N ACCORDAN= W BOX MAM= AS BS44 Pat INOPUCTICH AGOl3 24' NCANDEeCE4T LOW STRIP FDA 3e• 14CANcxecar LIGHT STRIP nnnnnnnn INCANDESCENT LIGHT STRP PL000 LIWt KP OPT. BecURITY IaYP.w HE I- PUBN•BUTTON FDR CHINES ae5 PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS N PANS TO BE VEERED • HOMECYNER PRE-CONSTRSJVnON MEETING. • ALL S A 20 AMP BRANCH CIR=TS TO BE ARC FAULT PROTECTED PER ELECTRICPROVISIONS OP pBCR TTN4 EDITION 11020) A NEc 215J2 2OIT EDITION' • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR • SLCND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MR CAPACITT OF SO Cm INTERMITTENT PER ELECTRICAL P'RNISIO NS OF SCOTDN M60T3 FBCR TTH EDITION C2dA0). •LAUNDRY ROOM AND DIMWASHER PF�ACLE SHALL BE GROUND PAW.T CIRCUIT-NTEH•TER RIM PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FIB= TH ED (2020). • ALL WORE TO COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCR DI ®(2E20) • ALL LAMPS SHALL BE 6ELEOTED BY BUILDER AND PJ�C. ENERGY CONSERVATION (RESIDENTIAL ENERGY ElPCIB4CY) 2�0. TU EDITION INO4J METER FIELD VERIFI LOC, ---- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-m' I'-3' I'-3' l LED LIGHTING C SINGLE LAV. BATH 4 150 AMP ELECTRICAL R15ER MOTTO SCALE. GENERAL NOTE16 A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROV1610N6 OF THE FBCJR'7TH EDITION l202m) LOCAL CODES, AND ALL LOCAL POWER COMPANY IECWIEI'IEIT6. B. ALL CONDUCTORS SHALL ISE TYPE TNFN/TNIN UNLESS NOTED OTHERWIeE. P•OUER COMPA TRANEPOR•IER PROVIDE BO AMP, 126440 VOLT. I PHASE SECONDARY. ELECTRICAL SERVICE PROVIDE 3 N COPPER (CU) N ILLY' VIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 4/O ALU•INJM (ALJ N 2" CIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE S PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING C DOUBLE LAV. BATH -1 =MBNATION SERVICE DMC244CT SWTCH AND M ELECTRIC METER N NEMA 3R ENCLOSURE TWIP1101,15 SERVICE EOWRBIT INTERSYSTEM OONDNG TERMINAL AT LOW VOLTAGE c,2*ecnCNG 00 AMP 0/240 VC I PHASE PAN L CABLE TI LEWICH OWWrE FNTMANCE EQUIPMENT 1 •4 CU SERVICE GRAND CiONSCTCD TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PRON610N6 OF THE PBCR YEN EDITION C)O20). SOS" DIA X S PT LONG COPPER CLAD QWUD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Y �H l USSR aw ABBOTT PARK LOT #12 BLK #14 PHASE 4C 04181.04C-12141 moDEIs 4EAB "1672—ARIA" GAFtAGM gWn;G: LEFT PAOffi: ELECTRICAL PLAN 160 MPH EXP. C DA I 02/07/22 scA>r.>c: 1/4"=1'-0" siiSB.•T E1 II I II I II I II I I I I I m I O e • it 1 �I I L I O '" • I I Lj II I I it I I ii I I FZN I ' I L II II m II II ip m PLUMBING PLAN SCALE: 1/4 = I'-®' 2' V.T.Rs 2,I/2� KITCHEN �� ISM W/ ASW UTO VENT I I/2'��� 2' V.T.R 2' I I/2,I 2' 2 I TUB I 11R I j—i 1/2' 1 I LAY I I 2� }— — 2' — — �-1 1/2. 1 WG 1 2. 1 �. 3' I w:. 1 I ' WASHER 3' 1 LAV. AV I 3' I SHIM 3' 2' C.O. t TO PLUMBING RISER DIAGRAM 1441 IN RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 wwwabdesigngroup.mm L AA #: 0003325 F Y O r7 aumm at LOT ABBO'TT PARK LOT #12 BLK #14 PHASE #4C PROJECT* 04181.04C-12141 MODEL: 4EAB "1672-ARIA" GARAGE BVMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C ROLAw A ABOUCHACRA AR NO 93723 RRMT APE: 02/07/22 8liEET P1 HVAC NOTES r 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB A MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER 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 CEILING O O EXTERIOR WALL PLENUM R y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRLM — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR 080 (� CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCON9 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 01SXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE ERSUNK C�GA SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL SEE SPEC. iq I 8'X8' CONC BRASS PLUG FIN. GRADE OR PAvING FITTING OR EXTENSION TO FITTING OR R WASTE A9 EXTENSION TO SOIL I REWIRED RERED OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TYPN) ■ HVAC PLAN SCALE, 1/4 • 1'-0' F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 9: 0003325 h sUBDM a LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECTµ 04181.04C-12141 MODMIJ 4EAB "1672-ARIA" GARAGE DWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP, C 1 A DRINT '1 APS." 02/07/22 sCAL.E: 1/4"=l'-O" SKEET M1 sUBDM a LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECTµ 04181.04C-12141 MODMIJ 4EAB "1672-ARIA" GARAGE DWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP, C 1 A DRINT '1 APS." 02/07/22 sCAL.E: 1/4"=l'-O" SKEET M1 2X4 TOP PLATE PLAN PRE-FAB TRUES V2' CLG. BOARD V2' DRYWALL -tom TJ'I- SECURE ST. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 11.0. FIN. FLR 2X4 WOOD STUDS 024. O.G. SLAS DARTITIONS SUPPORTING UALL HUNG PLUMBING :IXTURES AND WALL :ABINETS SHALL BE NOT -ESS THAN 2x4, WHERE WACED NOT MORE KHAN I6' O.G. OR, NOT -ESS THAN 2x6, WHERE SPACED NOT MORE rHAN 24' O.C. TYP. INT. WALL ( NON—BRG. ) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI' SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS/ MTL. DRIP EDGE J/ 2x FASCIA PER ELEVATIONS rYP. OJ-I. VENTED SOFFIT r I � 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM Bl OR 1/2' HIGH STRENGTH CLG, BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS s 24' O.C. H' CMU 1/2' GYP. WL. ISD.- UIOOD BASE — O'-0' FIN. FLRIL _ a , a ti. ti a ° 4. n W/ WINDOW OPENING H 35/8'OR5 1/2' DR7W,gLL 3/8' TOP CHANNEL (25 GA) 1/2' DRYWALL 3 5/0' OR 5 3/8' METAL STUDS 24' OG. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINET$ AND TUB/SHOWIER 25 3/S' BOTTOM GA METAL TO BE INSTALLED CHANNEL (2S IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED I8' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH 11,1Opp FLOOR W/ 1/4' WOOD SCREW �-FINISH FLOOR 1—STORY TYP. INT. WALL 12METAL STUDS NON—BRG. D 1 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE I: lr-wr!}L7F 7•q PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. �n1 TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. PO. GA! LK r21GAS LINE THRU BLOCK .GAI.lVl•.I'i' FISERCaLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W51J. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA F'ER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY e' CMU V - Mvel =:7RAGx `O,,�qp Dose Ma DY MNF. I MN DY OTHER! PAGTEHED TO ROD TRACK FRoCU;T ra AP-MOVAL RiM s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENTSECURE W/ (2) 12d NAILS AS PER FBCR S05A. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE 7t :STI FFBACK AT ALL UPRIGHTS R STRUCTURAL DETAILS MTL. DRIP EDGE PRE -Ewa WD, TRUSS 2x 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT " SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER PER ELEVATION SHEET SNI. SECURE PER FASTENER SCHEDULE 5/S' GYPSUM BOARD OR 1/2' ON SHEET BNI. HIGH STRENGTH CLG, BOARD PRE-ENG. GABLE TRUES WEEP SCREED 2x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. I/2' GYP. WL. BD. - WOOD BASE— m J * _ 0'-0' FIN. RR e a. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a .. 1T'H EDITION, SECTION R301.13 AND 16o!Isl W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: ��1—STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 130511.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 ` Wy{ r 4 [ x 6 O 1 � 1 y a D C F It avHDly a� IAT: ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT* 04181.04C-12141 1[ODELt 4EAB "1672—ARIA" GARAGE AWING: LEFT PAGE: DETAILS 160 MPH EXP. C A ABOUCHACRA AR NO 93723 DAPS: 02/07/22 8CALE: 1/4"=1'- 0" 8*EM= D1 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1,12' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) V2' X 8' ANCHOR BOLTS W/ 2' X 2' X VD' WASHER 4 NUT IE SECURE 2.4 TO a" WV R 1/4'TAPCON5 1 112EMBED, e' or, 4' END DIST, 1 1/2' EDGE DIST. m $d2m 2X6 GARAGE DOOR BUCK SECURED go W/ (5)1/2' X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MR E•BEDM E NT, W/ 2' X Y X VD' WASHER 4 NUT. (0 WITNM 6' OF TOP, (U WITHIN S' OP THE B1M, IN (3) EVENLY SPACED. O Is7 SI NOTEd ALL ANCHORS SHALL BE M ACCORDANCE TO MAU'2FACTURER'8 INSTALLATION M6TRUCTIONS UHCRE MUCH NATlR=llaNA ARE MOTS ATQN NT GARAGE DOOR r-l"\BUCK ATTACHMENT ecxv. ww. 8' CMU V2• DRYWAL ❑ Ixa• P.T. DOOR DOOR L h4 P.T. OR 8/4x4' MK SECURE THRIU FRAME 4 EXTEND 1-1/4' INTO NAILER BLOCK W/ SAW TAPC 0NS Ce w. MIN. 6H AP K SIZE J46 MIN HEAD SIZE 300 MK EMBEDMENT 1-1/4' WITHIN W OF EACH END JAMB OR WINDOW 4 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" GNDDOW TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3AW TAPCON6 (MIN. 8HAK SIZE J45 MK HEAD SIZE -%" MK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 E' OTC. MAX SPACING. 2X6, = SECURE TO BLOCK W/(2) 3/16' TAPGONS (MK SHANK SIZE 145 MIN. HEAD 612E 300 MIN EMBEDMENT 1 1/4•) 8, CMU WITHIN W OF EACH END 4 W Cr_ MAX SPACING. i- I/2' DRYWALL 2>M ® Ix4' SECURE TO BLOCK P.T. NAILER W92) 3AW TAPCONS DOOR CASING (MIN. SWANK 61ZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.C. MAX BPAGING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLIL'1B JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /1WINDOW TO BLOCK +1 1/2" U 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: m SECURE i0 BLOCK W/ 3/W' TAPCONS (MIN. SHIAK SIZE I MK HEAD SIZE AW MIR EMBEDMENT 1 I/a') WITHIN 8. OF EACH END 4 E' Or -MAX SPACING. 2X6: = SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE 14D MK HEAD SIZE 300 MK EMBEDMENT I V49 WITHIN W OF EACH END 8' CMU 4 18' OP. MAX SPACING I/2' DRYWALL 2X8, 000 SECURE TO BLOCK ❑ Ix4' 00) 3/I6' fAPCONB P.T. NAILER MK SWANK. SIZE J45 1/16' O.S.B. X 4• MK MIDI HEAD SIZE 300 MK EMBEDMENT 1 114') DOOR CASW. WITHIN 8' OF EACH END 4 B' O.C. MAX OPACRGA DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 64" AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4.1 DOOR JAMB TO BLOCK +1 15/18" �1WLNDOW TO BLOCK +1,15/18" 2X4: m SECURE TO BLOCK W/ SAS' TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN W OF EACH END 4 18" OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W1(2) SAW TAPCONS SAW TAPCON MIR1-1/4' MM.SHANK SIZE SHASIZE .145 EMBEDMENT INTO BLOCK MK HEAD 612E 300 n MK EMBEDMENT 1 1/4') —INIT-Tr— WITHIN 8. OF EACH END S' CMU 4 W'Or- MAX SPACING. VJ' DRYWALL ® SECURE1(2)3A TO BLOCK 1'X4' W/!2) 3/I6' TAPCONS P.T. HALER MIN. SHANK 61ZE .F45 DOOR CASING MK HEAD SIZE JIM MK EmEepmENT I V4') WITHIN 8' OF EACH END 4 v OG. MAX SPACING.. DOOR JAMBOR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /111IN�OW TO BIACK +2 1/4" 2X4,LM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 61441,11K SIZE J46 MK HEAD SIZE 300 MK EMBEDMENT I V47 WITHIN 8' OF EACH EMS 4 16' OD. MAX SPACING. 2X6, CM SECURE TO BLOCK W/(2) 3/W TAPO" (MK SHANK SIZE J46 MK HEAD 6122: JIM MIN. EMBEDMENT I V49 WITHIN W OF EACH END 4 W O.C. MAX SPACING. 2X8, cm SECURE TO BLOCK WK2) 3/16' TAPCONS (MR SHANK SIZE J40 MK HEAD 612E 300 MK EMBEDMENT I V49 WITHIN 8. OF EACH END 4 W OG. MAX 6PAC4W..-�' NOTE. SFNM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED VV) Ns' cm 112' DRYWALL CELL TO BE POURED SOLID W/ 2,600 PSI CONCRETE REtfORCED W/ (1) -5 VERTICALLY N'X4' P.T. NAILER -1/16' CAB. X 4' MK -DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAIL& DOOR JAMB 3 TO BLK DETAIL 2X4: m SECURE TO BLOCK W/3/16' TAPCON5 (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITW N W OF EACH END 4 m' OG. MAX SPACGF. 2X6, SECURE TO mom W/(2) 3AW TAPC4" MK SHANK. SIZE 14D MK HEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END a' CMU 4 ID' O.C. MAX SPACING. V2' DRYWALL 2X8. SECURE TO BLOCK 1W. W92) 3/16' TAPC4" P.T. NAILER MK SHANK SIZE .145 DOOR CASING MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X MR MANUFACTURES DETAL& NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3" c 1RNTXli 9'o Ni.(X:K +a" 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONS (MR SHANK SIZE J45 MK HEAD SIZE 3" MK EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 IS' O.C. MAX SPACMG. 2X6: m SECURE TO BLOCK W/C2) 9/16' TAPCONS (MIR SHANK SIZE J49 MIN. HEAD SIZE 3" MIN, EMBEDMENT I V47 WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X8, CM SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE .145 MK HEAD SIZE 3" MK EMBEDMENT 1 1149 WITHIN 8' OP EACH END 4 18' Or- MAX SPACING NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. 1-114' EMBEDMENT INTO BLOCK 6' CMU 1/2' DRYWALL ❑ Ix4' P.T. NAILER rl �- DOOR CASMS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4•) 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN 8' OF EACH END 4 W TO S' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUF,ACTURE8 DETAILS, DOOR JAMB TO BLOCK +3" F 2X4: m SECURE TO BLOCK LLV 1/4' TAPCO45 (MIN. SHANK SIZE J45 MK HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6, SECURE TO BLOCK WK2) V4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8, CM w Or -MAX SPACMG. 2X& ® 1/2' DRYWALL SECURE TO BLOCK Ix4' W/(2) 1/4' TAM" P.T. NAILER (MIN. SHANK SIZE .HS MIR HEAD SIZE 300 lA6. O.S.B. X 4' MIN. MK EMBEDMENT 1 1/4,) WITHIN W OF EACH END DOOR CASING 4 le• oJ:. MAX MACMG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS HEEDED TO PLl1MD JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/16" ��D�OW TO BLOCK +S 7/18" 2X4. m SECURE TO BLOCK W/ 1/4' TAPOONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIR E1041:h NT 1 114') WITHIN 8. OF EACH END 4 IVOr- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TKIWUC44 NON-STRUCTURAL W/(2) 1/4• TAPCONS (MIN. 3/16' TAPCON MIN. 1.1/4' SHANK SIZE .146 MK E'UT INTO BLOCK HEAD SIZE 300 MK CMBCDMCNT I V4') W OF EACH END 8, cm 4 I8' D.C. MAX SPACING. la'DRYWALL 2X6, ® PX4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONS P P.T. X 4' MIN. MIN. SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') DOOR CASING WITHIN W OP EACH END 4 V O.G. MAX SPACM(i DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" ,WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774,4078 www.a bdesigngroup.com L AA M: 0003325 >r Ra ZZ y W AI IWill O 3 r UBDM de MTN ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 MODEL' 4EAB "1672-ARIA" GARAGE 81RNG: LEFT PAGE: DETAILS 160 MPH EXP. C ARC T� STATE A E 1 2 A ,46CLK3iACF1A AR NO 93723 mm44�i DATE: 02/07/22 9CA=: 1/4"=1'—O" BI'iEET D 2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS I020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 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 12/31/2024 15353.3 MI WINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3A MIWINDOWS&DOORS WINDOWS VERTICALMULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 22/31/2022 5678-RS 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 5/21/202B 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 17/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 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•R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.a odes ign gmu p.eom AA #: 0003325 A StmDIN. as LOT. ABBOTT PARK LOT #12 BLK #14 PHASE #4C P'noi=T# 04181.04C-12141 MOD=- 4EAB "1672-ARIA" GARA021 BWUM: LEFT PA00 PRODUCT APPROVAL LISTING 160 MPH W. C B11 Dalm A02/07/22 ■CAZM 1/4"=1'-0" BMW D3 PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINT6 Td BE WIRED TIED TO LATH • S' O.C. MAX (VERTA bil DO NOT FASTEN CONTROL JOINT TO WALL EVBd IF STUD E)CISTS BEYOND EXCEPT 9TAPLISS V Ili' LEG MAY BE USED TO TE'TP. SECURE CONTROL JOINT DURING INSTALLATION ----\ FASTENERS TO BE SPACED---777 • T' O.C. MAX VERTICALLY / 1 / ]' T141M 3 COAT CEMENT PLASTER IUM LAYER 4. FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ OL. MAX AT SUPPORTS UM LAYER 4, STUCCO WRAP IJ OOD SHEATMMG p " , ON LIro VMIS�► LATH SHALL DE CONTINUOUS THROIXH CON JOINTS BUT SH BE STOPPED TIED AT EACH SIDE PER ASTM CIOb3 \ PROVIDE 2X4 BLOCK NG PLACED FLAT MAX 6' TO aFROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON IFASTENERS FOR LATH TO BE NAILS OR i STgCTURAL STUD STAPLES N COMIPLIANCE UII ASTM C 063 2. UARE TES TO DE (NO. B) 00418' UARE / 3. BLOCKING 6HHOIW MAY ISE IN ADDITION \ TO WALL STUDS REGJIRED PER PLAN OLpLD WN4.D. PT.A OL FDL.D •211411D PT. A 2. OE.U! . PT. a A G1EAaE . FT. C OL POLO alHlo . PT. A 2. cNAS6 . M.6 FOLD ,d 6 ® L FOLD P21MI0 • R. A 2. CREAM . Pt. a L QVIAW •PT.0 a POLO R. c .Ana I.T. E TILL PT. C TOOPM eoTreM Iq.NIUS Aa r, o"t a01'Ta'1 rLN nE "TEIA TIGHT SEAL P". QQ bl=art. ]' THICK 3 COAT CEMENT PLASTER nRM1E). V)' 2 COAT crow M-49TM raw UPS, LAYER 4, PORTIFIBER BALDING PAPER (Fwm omi v u2RB LAYER al, STUCCO Will (TRAMS ONLY) FASCIA WRAP APPROVED BUILDING URAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED WITIH FORTIBER SHEATHING TAPE / i' MK LdP • FETdL LdTH \ iX X X 'X I LATH VERTICAL LAP TO BE I' IT METAL LATH uRD LAYER -1, STUCCO WRAP 6' MM PAPER LAP DELGWI PLY / I UA® LAYER •2, FORTIFIBER/ DUILDMG PAPER 2 -NPAPER LAP xALE: I vJ'.r-a VERTICAL LATH & PAPER DETAIL bb2 WOOD "AT SIDE LAPS OF METAL PLASTER BASES SHALL DE SECURED TO BUILDI FRAMING MEMBERS. PAPEF THEY SHALL Be TIED BETWEEN SUPPORTS WITH DO4191-K (I214*M) STUCO UM AT INTERVALS NOT MORE THAN 'a' (228-1-11MU. AS PER ASTM Clil ® KIC KO UT ,R—FAIR OF TEARS DETAIL INUAWB LAYERS TEARS MAT DE PATCHED ulnHouee ulRar TAPE PER MAN!. SPEC, OR PEEL + STICK AIM STOP H QMoxET I a•� ■ at all RWR W4LL NJAIINf AL) Nn (am I' ". 1 L 411 n AT EOTTa'1 OP R201 • WALL NMPAII TION. C 3 COAT CEMENT R LATH 3YER 7, FORTIFIBER C. PAPER iYER'6 SHEATHING WOOD SHEATHING OR CMU WRB LAYER FI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB ' TAPE OVER ROORWALL SCREED Z rA 5'X5' 'L' TYPE CONTINUOUS ZrA GALv. METAL FLASHING LFA (NAIL TO ROOF DECK, NOT KA WALL SHEATHING) rA c CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'.4' SELF -ADHERING MEMBRANE FLASHNG (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE uARAP. FLASHING TO EXTEND ONTO PIPE M OR LESS PIPE CUT AND OVERLAP am SIDE OF—/ SELF -ADHERING• MEMBRANE FLASHING STEP 01 PIPE/ WIRE TO FRAMING 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UY HOUSE URAP MATERIAL) OVER 4'a4' SELF-ADHEMtNG MEMBRANE FLASHING OVER APPROVED HOUSE IIARAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP �'2 SELF-MHERNG MEMBRANE PLASHING UM LAYER n, STUCCO u2w URB LAYER 9, PORTNBER BUILDING PAPER METAL LATH 6'ai' 6ELF-ADNERNS MEMBRANE FLASHING OVER 4.4' SELF -ADHERING MEMBRANE !LASING OVER APPROVED HOUSE UARAP. BASHING TO EMa1D ONTO PIPE HOUSE URAP. FLASHING TO EMEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HCUSEWRAP AIR INPILTRATION BARKER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (BEE TYP WALL SECTION) SECTION PER SECTION K70&7 ' pillow"hrb potu.M Derr ent plavtar shou comply with the applinAon requirement. of ASTM C 826-1Sb. Inataflauon of extenor lathing and flaming .hall comply wIth ASTM C 1083-19., or ASTM 1787. NETIRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFI5ER — — —,— ..- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1ro" ZIP WALL SHEATHING SELF-ADHE51vE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.71.1 / ASTM C-a47-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL - LATH DOES NOT MEET SPECIFICATIONS) L441 N. RONALD REAGAJBLVVD. LONGWOOD, FL 327PH: 407-774.607 FAX: 407-774407www.abdesigngroup.c AA 4: 0003325 U L C 3 U) W f O x L F'S�ATBOTT PARK 12 14 4C PROJECT# 04181.04C-12141 MODMU 4EAB "1672'—ARIA" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C ROL40 A ABOU"CRA AR NO 93723 nw 02/07/22 SCALE: 1/4'•=1'-0" 9*MZT WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING: OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQMN= OF FLASHING TO BE: XI : I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND �;... SIDES ONLY. SEALANT IB TO BE TOOLED 80 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS �.;�: APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT I I ALL AROUND I PER SECTION R703.7 I I Exterior lathing and plastering BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. ,X Installation of exterior lathing and framing _1 .` shall comply with ASTM C 1063-19a, _X- or ASTM 1787. UIRB LAYER "I, _x STUCCO WRAP I HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4, FORTIFIBER BUILDING PAPER UIOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (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'103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASH INCs UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL�1 W SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) CUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. --- ELEC. METEF VERIFY LO Fd1C=N I V =1 V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM A --- '>R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED 14OUSEWRAP FOR BOX INSTALLATION WR 5 LAYER h, STUCCO WRAP WOOD SHEA HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE D. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LATER -1, STUCCO WRAP WRS LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH TFlINISH •TEXTI D -FASTEN TO WOOD STRUCTURAL MEMBER • T' OL. MAX 7i' TON MQ-WALL WEEP dcs_ 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER •I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UPS LAYER "1 STEP #1 STEP #2 WIRM LATER "I, STU STUCCO WRAP 0 STEP #3 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP MEMBRANE FLASHING `WRB LAYER R2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF #5 STEF #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 04 04 w m s s N A xo S OUODIV. & LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 MODEL: 4EAB "1672—ARIA" GARAGE OWING: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C F02/07: 1/4"=1'-0" TT A2 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — 5UILD(NG PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING ELF -ADHESIVE FLASHING — — — — — 2 1/2" CORNER BEAD (FASTENER 4 SPACING ® i' O.C.) CP'IU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003326 K y SY Al c �u o® q p- 0 sltmDIV. ac IAT ABBOTT PARK LOT #12 BLK #14 PHASE 4C PROJECT* 04181.04C-12141 MOD= 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C j DATM 02/07/22 SCALE: 1/4"=l'-0" STREET WA3 164 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR Z/16' ZIP WALL SHEATHING WOOD GON9TRIOTION V— BETOND WOOD SHEATHING BBAA RIEER�MStIVE — LEATHER RESISTIVE � \ BARRIER 4 / I \ �X.iX T..I. SIDMG \ WW �-APHERING L PLAMIMS L \ 1 (LEATHER RESISTIVE BARRIER 9 / \ \ LEATHER 619TIVE STARTER STRIP \ LEATHER q Oltf \\ SWW. PI#RHI.1c J FL \ _ " ' GALV'D METAL GALV'D METAL 'Z' FLASHING 'Z' PLAMIING i v.• v .. amp OOD TRIM MB'DER / :. ` \ Y' x 6' 91MULATEp w C, TRIM ma, R OR APPROVED SEALANT UQQQ CASING eEea SIDING TO STUCCO ® BLOCK TO FRAME � � � TRANSITION 1� WOOD SHEATHING HEATHER RESISTIVE BARRIER 9 LEATHER BARRIER RESISTIVE \ \\ ./ u�L`v. T Yi LAP SIDING / \ W 9ELP-ADHERING REVEAL OT / J PLASHING BOARD 4 BATTER L-ADHEIRM \ i Q D DER �SISTIVE FLASHSTARTER STRIP / \ \ LEATHER RESISTIVE \ BARRIER 4 \ \ \ 61 APHERMG \ GALV'D FETAL GALVD METAL 'T R.ASHNG •'PLASHNG HARDIE TRIM PER ELEVATION / \ \ / HARDIE TRIM PER ELEVATION AL GAP W/CAWJCING / OR APPROVED SEALANT eTurce cAeMG SIDING TO STUCCO IS BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774-4078 www.a bdesigngroup.com AA B: 0003325 m a O b ELTHDM & 1A ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 woaE14 4EAB "1672-ARIA" GAR/►GE BlIaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AVAIAYE P,S AND iP LD BE TARN IN NEEPNJG THE VENTPROPERLY MIGNED. VENTPIPE IS SEALED SHOMJINPGALVANIZED EIRLIZEp.NAA CENT CORNER.ROOFINGCITIE PREPARATION SS IDSEN IDTO SHOULDDI APPLIED ND SH E" EDGESNEXT TE OUTEREDGEAND AROI/NDTHEEMIRSPERIMETER AS ENpJDANCEROOF CUTWTTMEGODIiEWS RECOMMENDED INBEVERE NEARIER WOSTAL INGIN SHEATIRNG.SIZEITIEEVNTAME CORDANCE TFANiE CHARTSHOMN.INTHE EVENTAMECHAMCALV IS CONGTRUC110N ZONES. USED, SIZE TIE VEMOPENING IN ACCORDANCE N1TI WTN VENT FAN MANUFACNRES PIPING CONNECTON INSTRUCTIONS. DO NOT CUT INTO TRU58ES OR RAFTERS WHEN CUTRNGTiE OPENING IN THE RE�MWa INTERFERING SHINGLEIWILSARgNJDTHE PERPAETER OF THE OPENING SO TWTTIIE NAMING I—E aF THE VEIN UYS PLAT TOTIE ROOF SHEATIIMi. SLIDE TOPAM SIOERANGES aFT ENTUPANDIMOER SHRJGLES.ALLOWTNEEOTTOM VIAENT FLANGES TO LAY 111E TGP of 1HE SHINGLES. FFF ROOF HOOD VENT DETAIL MZ IN EMPORARILY OLD -LIP A SECURE \ OUGH~ (OR CUT NOUI!fft PUOK FLAP HINDER) AT AD• ANGLEt HEAD MODIFIED -1' CUN HOUSENRAP LINE OF UJINDOW OPEJNGFOLDNOIBEWIMIN IF' AT JAMIBS ASILL APPROVED NOUOVER MEATHRIWD STUD WALLSLOPE SILL RO. TO EXTERIOR STEP 2 NEOPRENE ALIGN MLA& 4W. W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FRIED EDa,DL (CAP NAILS, STAPLES) INSTALL DUPONT M DAIRAIP AS TN FLASHING AT THE T SATURATEDMLT PLUMBING VENT DETAILS SCALE: NTS :ONTINIOUb BEAD )F SEALANT AT AM06 AID HEAD a LPPLY TO BACK OF UTDOU NAILNG LANCE N LINE IV nw-PUACIED LOLES OR SLOTS. STEP 4 501 aR KJLVIER PELT UNpERAVA£NT ASPHALT R ENT 1\ CEMENT r W FmB sIN OF SHINGLE ETENDENDSHIKNE ATLEA T IV EI—ND VALLEY CENTERUNE �.NGLES TRIMMED T B — FRCW V11LLEY CMNTERLNE ROOF VALLEY DETAIL ALE: NTS INSTALL S' UOE ADIESNE BACKED FLEXIBLE FLASHPUG INSTALL S' FOLD 4OUbr~ MATERIAL OVER DRIP CAP JOIN (PRDTECTO-~ APPLY 6EF-ADNERSI3. DOM AA TAPE BT-7004. or E61UV) MEMORAIE _ PLAS14M OVER DIAe. NAL CUT A VINYL LEAD ING PLASH(WITH END ACROSS ACAC66 HEAD OF OFLAANM VER JOINT DAMS) NAILING FLANGE a *T. F INSTALL S• EXTEND 1 SELF -ADHERING PLASHING OVER SELF -ADHERING GE HALM FLANAT kb PLASHI S. I' MIN JA lSS BEYOND JAMB PLASHING ': nN NSTALL NNri DRIPAPPLY ICAP 061 K2U CC EOILAL.7 SEALANT t EXPEND R.ASIIIIAG rTN 1• BELOE BILL \J/\ FLEXIBLE FLASHING DO NOT SEAL BOTTOM RN STEP 6 STEP 7 STEP 8 14zo WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 9 FLUID APPLIED FLASHRY. (LAICO WHITE -BEAT. RC-SI OR EC , 'k SLOPE SILL TO EX NOM LL ITHE CONTACTORS RE6PONSISILTY TO VERIFY THIE COMPATIBILITY CF ALL PRODUCTS INCLUDINSI HOUBEIIIR4P, SEALANTS I SELF -ADHERING FLASHING MATERIALS USED DMNO CONSTRUCTION. 7. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WEMIGL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIOLE CLEAN AND SEAL JAMB TO BILL JOINTS WITFI DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK PAPA IF BGNEME BHt7LLN SHALL E4E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 11 �MNiER-1:0:- 7- IMETER OF WINDOW WITH hmm 1. IT 16 T1 E CONTACTOR FIESPON604LTY TO VERIFY THE COA'PATIWLITY OF ALL PRODUCTS INCLUDING SEALANTS I &ELF -ADHERING FLASHING MATERIAL& USED DURING CONSTRUCTION I. R-AMONG AT EXTERIOR WINDOW& AND DOOR OPENINGS SHALL DE INSTALLED N ACCOI®AHCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTOSA U N ACCORDANCE UTH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. WMWb SL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 —' bd-lgngro"P.Com AA #: 0003325 FF 9VHDIV eE Z.oM ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 moaEll 4EAB "1672—ARIA" GARAGE 8WINTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DRINT APS: 02/07/22 SCALE: 1/4"=1'-0" 8FIEET WA5 ' J \ /------- -- ----- __—_— ___-__ ---- ' '/ � 2x6 SUB-BAN�7 i i %,fi-+ ,/ ;1 W/I'x4' NOTCH / - ---- --- ----------------------- - { END, WRAPPED IN n PEEL 4 STICK ! DRIP EDGE I� E------------------------------- --------' / ' I 1/8' TEXTURED 1 FINISH o WOOD 1 \� 1/8 l 1/2' TEXTURED FINISH o CMU / \� METAL FASCIA WRAP Ys' FROM ` STUCCO, 1' FROM `- -- ----- - ;: I WOOD WALL !� —EXTERIOR WALL (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X6 \� \ SUB BAND ONLY ®ELEVATION ® PLAN A METAL FASCIA WRAP 2X6 SUB BAND— _t m ©PLAN B —ROOF KICK OUT REMOVED FOR CLARITY -�,-ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL VNOT INTO STUCCO) 1/8" TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL -1/0, TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH • cm METAL LATH .WOOD SHEATHING OR Cm WRB LAYER 1, STUCCO WRAP(PRAME ONLY) -WRB LAYER 02, "TIMBER BUILDING PAPER (FRAME ONLY) DRIP EDCsE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS fo'-8' O.C. MAX. 2x SUB -BAND W/Vx4' NOTCH s END AL FASCIA WRAP DRIP EDCsE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x >_"i x x x x x x x x x x x x SUB BAND DETAIL ® WALL SUB BAND DETAIL Q 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/V2'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 4a ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.l'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774-0078 www.abdeaigngroup.00m AA B: 0003326 4o a ounDiv. a LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT 04181.041-12141 MODaLI 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 11 ROLAW A ABOUCHACPA L AR NO 93723 i DATE: 02/07/22 SCALE 1/4"=1'-0" Ell ZZ� dVT T A6 4" CONC. SLAB Y Y 3 �`�— — — — — — — — FM-12X18 — —' FM-12X12 1.1 4" CONC. m SLAB NI a N 1/2 CD aD • I ``�\ I 2,-8" 6 4" 3, 7• 0 r \\ 0 F-24X24 FM-12X18 1 ` 4" PVC CHASE 1A CL T� 8P OF L7 °J I� 1" PVC CHASE SLAB I I' 'll� FOR ELEC. ISLAND II dq 19' 0" 19.4. v 1A 1 i I � I EXTEND SLAB 1 1/2" I• Fq +51/2" N I 0 I 5 I _ 2'-4" 1.1 4" I O a 17'-8" 2'-8" 18'-0" Y '4 • I I � !� M IX I� I� i 1 O EXTEND 1.1 2 iA vi SLAB 1 1/2" �•� �•� SIM. FM-12X18 I 4" CONC N Im SIM. w y' IX laSLAB 35 1.1LLI N Ida 3112"II I FMC-12X18 2 1.1 1 1.1 71/2" 1A 4 4 1.1 1.1 1 LFMC--`12X`I8 1.1 FM-12XIB 1'1 L — — — — — — — — _ _FM_12X18 FM-12X12 2'-8" I, 16'-0" 181, 7.0" I, 4'-4" 1. 2'-0" 1, 2'-6" FOUNDATION PLAN SCALE: 1/4" = T-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. I REMARKS 616 W l.4xW 1,4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12z18 1T CONTINUOUS 18" - (2)#Vs (+)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2) 's VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's _ (-)0"-4!' FM-12x12 12" CONTINUOUS 12" - (2)#5's TE-1 8" SEE PLAN 8" - (1) 's 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 o 21 stmDrv. & LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 SLODMIJ 4EAB "1672-ARIA" GARAGE >sWMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 11 DRINT ATE: 02/07/22 sCAr.E: 1/4"=1'-0" 8HEET s1 MIN. EACH WAY THIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED �-'` rI �O t_Z_FM�_ m CELL SEE PLAN FOR SIZE AND 5 CELL SEE PLAN FOR SIZE AND aSPACING REQUIREMENTS E SPACING REQUIREMENTS111 GARAGE DOOR q RECESS FM w 8" CMU WALL 6 g 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR e• IN FOUNDATION WITH 30" LEG EACH • m TOP OF SLAB •` �' • WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS r- TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS °I. CURB FOR • SEE SLAB SCHEDULE EXT. FOR SLAB ° BAR SIZE e 4" CHAMFER (1STORY) W/ .°•-' EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: 1/Z' ISOLATION -..• 6" CHAMFER (2STORY) JOINT (WHERE • '. • #4 Wl 1YZ' ISOLATION' 4" CHAMFER (I -STORY) 6"CHAMFER (2-STORY) > 0'-0" APPLICABLE) z SEE SCHEDULE #5 U42' JOINT(WHERE I, •. APPLICABLE) 4' SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 8 FOR MD. BAR SIZE i FOR MD, BAR SEE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY ti AND BAR QUANTITY NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO NUMBER #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE: 3l4'=r-a' 2 scALE: 3/4'=r-o' @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=V-0" SCALE: 3W=V-0" POURED CELL E� a m 8"CMU LAP TOP PLATE A MIN. OF 48" a #4 REBAR @24" O.C. Q CENTER OF S AND NAIL W/ , 4" COMMON NAILS, 2-ROWS, VERIFY HEIGHT BTM. SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 i; 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i I WALL W/ SYP Z' CAPPED GALVANIZED PIPE NEW REINF. BAR a SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2" W/FLANGE Q BASE 5 I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL, TOP WASHER SET IN HIGH STRENGTH • d 8", UNO PLATE EPDXY 5-1/2'EMBED. MIN.® 16" OC § m a 5 FOLLOW ALL MANF. SLATE SPH4 OR SPH6 MAX. 4" CONIC., REINF. W/ V >r . I� ( SPECIFICATIONS FOR BTM AND TOP PLATE • 6'W' #10 VWJM ON USE AND O ANCHORS W/ 10d x 1 1/Z' 6-MIL POLY ETHYLENE SECURE FLANGE TO OF _ w2 w VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" 4 g HOLE 1'iY WELL -COMPACTED - • �� TAPCONS HOLMESODO NOT USE 10d w HOLES, W CLEAN FILL TERMITE x 3 SEE 51A8 SCHEDULE TREATMENT SHALL BE �QO a 4 BORA-CARE 0'-0' 1 TOP OF SLAB J ° (2) CONT, #4 REBAR 4" CHAMFER IT -STORY) a t(2) 6" CHAMFER (2-STORY) 4.�� a a #5 REBAR ON CHAIRS • a. ? 17' IN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL COMPACTED SOIL EO EO MBAR SLAB HEIGHT LESS THAN 3'.6" PER PLAN BOLLARD FOSEE RMID SIZE AND BAR QDANrnY 5 ADDING BAR TO EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL scALE:3a"=,'D" C MONOLITHIC FOUNDATION V SCALE: 3/4"=1'-0" . INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" 1A (W/ UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE E BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE 8T. PLATE 70 SLAB RE ST MASONRY NAIL SLAB SLAB Wl10d MASONRY STAGGERED. NAIL 1Z' O/C STAGGERED. ADDITIONAL METAL m ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) REQUIRED WHEN NO ;.o,. w UPLIFT IS PRESENT. 8"CMU FILLED CELL TYP.) ( TOP OF SLAB SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA, SIMPSON STB2 BOLTS 5" [SEE +-0' MINIMUM EMBEDMENT tl_'O TOP OF SLOB � TOP OF SLAB �'4 • � � "ISOLATED" COLUMN PAD 4"FROME GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH �_ • —4 4 - 4 y # FOUNDATION AND SLAB • SEE SCHEDULE 4 SEESCNEDULE - FOR WAD, BAR SEE 0 40 ' FOR IMD, BAR SIZE / AND BAR QUANTITY AND BAR QUANTITY � /AL EQ. EQ. FORSEE FOR WxD, BAR 512E COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 9 SCALE:3/4"=1'-0' (NO UPLIFT) 1O BQALE:3/4=, � 11 SCALE: 3/4"=i'-0" SCALE. 3/4 _,-0• (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 4 a QL r USIDM & LJOTC1 ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT* 04181.04C-12141 MODELt 4EAB "1672-ARIA" GARAGE EKING: LEFT PAGE: DETAILS 160 MPH EXP. C F—pmAmm 02/07/22 aCALX: 1/4"=1'-0" a*=l= s1.1A. DOWEL PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I p� A' V Z y a 0 sxmDIV. do LOT. ABBOTT PARK LOT #12 BLK #14 PHASE #4C Pito"' 04181.04C-12141 MODMIA 4EAB "1672-ARIA" GARAGE NWINO: LEFT PROM DOWEL PLAN 160 MPH EXI'. C 111 2 I)ATM 02/07/22 8CAL C: 1/4"=1'-0" DUE= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM ELEV. #5 BARS " W 1, CLEAN OUT REQUIRED FOR INSPECTION 0'4 FIN. FLR. d TIE ERTICAL REBAR e . TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 1 18' m #4 24" #5 30" #6 36' #7 47' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS sa o� �a % b 8" CMU WALL ° TOP OF SLAB d TOP OF SL48 EXT. PORCH SLAB [/r SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA .d °° d W/ 1/7' ISOLATION 6" CHAMFER (2STORY) 18 JOINT (WHERE 0 #4 24" APPLICABLE) - MATCH STEEL ;tl5 30' 6" PVC CHASE s REINFORCEMENT. it THRU FOOTING PER SCHEDULE #7 47' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEW LE PER SCHEDULE FOR MID BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 O 144) 9MON. & LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT 04181.041-12141 MODELA 4EAB "1672—ARIA" GARAGE BVnKG: LEFT PAGE: DETAILS 160 MPH EXP. C FEN 1 A 202 DRINT ATE: 02/07/22 BCALE: 1/4"=1'-0" EMMET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. % PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK Q (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 (fe Psi) SIZE WxFf REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ----- SFt6-1T/OM/OB 8F16-lT/OM/OB 8F18-lT/OM/DR o 1 1 1 1 �1 1 �1 ml m� GT 1 ♦ f ♦♦♦ 1 , 1 ♦ I 1 ♦ I ♦♦♦ 1 j 1 1 1 1 ♦ J. ♦♦♦ 4* i 1 1 1 1 ♦ 4 ♦♦ ♦♦Y , 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I of 1 1 '1 1 1 1 LLI 1 1 ml 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-0", UNO. 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ♦ 1 i 1 i 1 I4# ♦♦♦ 1 1 1 1 ♦ 1 1 ♦♦♦ 1 1 1 1 4* ♦♦ 1 1 I i ♦ 4# BRF14- I� 1 1 I GT I 1 1 � 1 1 1 1 I' j 1 1 q I 1 1 1 1 � ,OF, 1 1 BF20-1TIOWIB BF8- 1 BF16-1T/OM/OB 1 1T/OM/OB IL — — — — — — — — — — — — — — — — — — — — —�� 4*1 ��� - — — — - - — — - - — — —J LIFT BEAM PLAN SCALE: 1/4" = P-0" FE i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 W Y lu — 0 ILL 9 susin ac LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 a�oaas,4 4EAB "1672-ARIA" GAPtAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 12 ROMM A ABOUCHACRA AR NO W723 , PRINT DATE, 02/07/22 scALM: 1/4"=1'-0" SKEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"z6" 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 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` W TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYR 8'k1B' ro OJE / 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 1a15 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. -„ s �a 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. n o / / V' ¢O P•'' Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • 8z8 BOND BEAM T • +�N� W/(1)#S BAR p F = FILLED W/ GROUT ��plNO U=UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSESEE NOTE 5 A �P O 8x8 PRE -CAST CONCR �6FEPE LINTEL W/(1)#5 BAR( e F� HEIGIHT L—� LENGTH OF BAR = WIMASONRY BOND BEAMC OPENING-r'BEAM DESIGNATION ITISTHISENG]NEER'S INTEM BOND BEAM COURSE ORREINFORCING THAT XFXX-1T/1M,OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX-iTNMWBINDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIANDXUXX -1T/iM/OB INDICATESA DOUBLE BOND BEAMABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2X4 (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW SIZE MIN EMBEDMENT 1 1/4") 8"FFRROM EACH END AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN _ EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST • 314" SIZE, 145 MIN HEAD SIZE. 300 WINDOW MIN EMBEDMENT 1 114") B" >p, 4b SILL g FROM EACH END AND 18" o SLOPE O.C. MAX. MIN 1-1/4' EMBEDMENT 4 2x8 (MIN 2 X 3) 2J/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT ALLOW SHANK SIZE.145 MIN HEAD BAR TO PLACED IN SIZE .300 MIN EMBEDMENT I2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 114") 9' FROM E CH END AND TO SHEATHING / EACH CELL HOOKED IN 18" O.C. MAX. MIN MINC2-12tl 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 4 =1'-0' 5 SCALE: 3/4"=1'-0 SCALE: 1 1Y2 SCALE: 3/4" - V-0" PROVIDE 3" DIA. HOLE IN ( LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I SINGLE #5 CORNER a o BAR, 3Ox30 TURNED UP STEEL REINF. OF I pHEF II / OR TURNED DOWN INTO FILLED CELL BOND. BEAM II II IIII / 8x8 CMU PIER W/SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. I) / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1' 0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A m u 3 a ­ MR. a LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT�j► 04181.04C-12141 MODEL: 4EAB 1672- ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAPD A ABOUCHACRA AR NO 93723 DATM 02/07/22 SCALE: 1/4"=1'-0" aiIEET S2.1A "LOTT'S 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 SAFE LOADPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 9/8-0B 16.1T 17 1T 1TI08 1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 81161T MAT 8f24-IT MBAT 8/32-1T 818.1B 18-1T/1 1TM 1T/18 1T/18 -1T/18 818-2T a/18-zr grtazT 9n4.2T 62azr am-zr 3'-0" PRECAST 1436 4217 6321 eats T-6- PRECAST 689 1024 3'4r PRECAST 150 3524 4394 6263 6132 7001 2485 46 611 113 8386 7708 9031 1000000 0 1509 3524 4394 5283 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 6687 4'-0" PRECAST 514 763 4'-T PRECAST 1363 3060 3815 4670 5325 6079 1961 6113 7192 es24 7627 8751 1353 3060 3816 4670 6326 5079 4'4" PRECAST 819 533 1770 24M 3033 3886 4300 4'$" PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1Bffi 6743 7547 6752 6541 7655 1207 2707 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2560 3123 388e 4249 5' 4" PRECAST 411 411 5'�" PRECAST 1016 law2374 2944 3513 4084 1319 4400 7196 7342 5780 g269 1010 2276 28M 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2D90 2549 3009 3470 5'-10" PRECAST 340 339 5'-10• PRECAST No 1499 1971 2443 2015 3387 1161 3693 sm 6036 6yy 67� 929 2080 2593 3107 3620 4133 V-6" PRECAST 692 1139 3227 3031 3707 4383 5061 61$" PRECAST 410 721 6'-W PRECAST 886 1201 1578 1955 2332 2709 1139 3227 4598 7054 IMM 8825 1608 2329 2790 3251 3712 T 6" PRECAST 570 938 2498 22D5 208 3191 3M T-8" PRECAST 303 634 T-6" PRECAST BOO 1181 1462 1743 2025 938 2498 340 4884 7067 6472 1524 2D26 2425 2827 3228 9'-4" PRECAST 426 633 1593 2204 2481 2618 2821 9'-4" PRECAST 192 384 9'-4" PRECAST V44 586 767 948 1129 1310 839 1874 22� 3081 4088 4899 1318 1943 19B9 2184 2519 10' 6" PRECAST 388 487 1247 1767 19% 2163 2028 10 $" PRECAST 151 301 10'$" PRECAST 468 612 756 899 1042 650 1407 1897 2781 3222 3784 1180 1472 17e3 1710 1989 1114" PRECAST 330 544 1312 1742 2262 2988 36M PRECAST 132 417 -411'4" 11'" PRECAST 430 406 530 653 Tn an 544 1312 1742 2252 2888 9662 488 1042 1972 1613 1470 1710 12'-0" PRECAST 308 507 1210 ism 2D48 2688 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 353 366 470 587 698 783 507 1210 IBM2048 2588 9171 440 940 1300 1660 1314 1478 13'-4" PRECAST 270 433 1045 1305 1732 2157 2635 1T-4" PRECAST 82 298 13'4' PRECAST 308 303 393 484 575 646 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 12D3 14'-0• PRECAST 254 388 978 1272 Iwo Ins 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 609 890 978 1272 leas 195D Z9� 378 717 961 1192 976 1133 14'-r PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14' 8• PRESTRESSED 239 422 506 an746 � 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 164" PRESTRESSED 224 387 464 574 584 793 412 1014 1340 1703 2118 2513 230 e18 908 1134 1363 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 1e7 326 365 451 587 ON 300 Bye 1121 1413 1739 2047 192 sob rm 501 1135 1312 194" PRESTRESSED N.R. NR NR NR NR NR NR 19'�4" PRESTRESSED N.R. 148 19 4" PRESTRESSED 162 260 348 430 513 595 235 738 869 1200 1487 1718 188 429 623 803 960 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 090 81e 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 1311358 519 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR 24-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124174 380 418 129 50 460 654 824 1014 01 1147 124 319 465 455 681 581 687 793 793 - 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 CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA A: 0003325 o suaDrv. Qe I.oT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 MODEL: 4EAB "1672—ARIA== GARAGE BWMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C T= STAM i ROLAND A ABOUCHACRA AR NO 93723 DA 02/07/22 scALE:1/4"=1'-0" SHEET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. C I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON ✓� c3 u> NAILS 6 SECURE TO BM. W/ SIMPSON LTA2 USED TO c� BRACE TOP OF WALL. ER N N II II III �" _ G r CJ3 I i II d N N II II N 11 N p WII I fl 8 111 u B I WII N WH p =I CJ3 N N N N ATTACH 4'4' LONG 2x SCAB TO III 1C I II CJ5 TRUSS W/ 10d NAILS 0 6" O.C. itI (4" FROM EA. END) n 1 n 11 =I CJ5 1A — toAgG I t I II O p' ==A;= I IIII.. ti� �Q m= 0: � 0 1 II II N! J - . OI ITRU83EBQ .C. -=-ssz�s=-_-s_--IS 1=- -------_- II - —Qp I - Q A1A 3., ATT A3 ...>Q:�.II ACCEISS.:� A4 AS AB 'A-'IG f V4=77t7 to CJ5 ssm= N N N 11 11 II ,11 op �� ip . ._. , I- CJ3 = I'NII ,�1A 71771A m 77171 N N N N II Za .1 INuy�II 1A II N II EJ7 N N II(� CJ1 " �i FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 G W O 6 RUDDIV. so LOT: ABBOTT PARK LOT #12 BLK #14 PHASE 4C PROJECT 04181.041-12141 MODEL: 4EAB "1672-ARIA" GARAGE 911WWO: 1 LEFT PAGE: FRAMING PLAN 160 MPH EXP. C 12 0' DA�l 02/07/22 SCALE: 1/4"=1'-0" e� s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 024"O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" Ali) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4, HTSM20 W/10 tOd TO SHEATHING d x 1 NAILS TO TRUSS (9) 10dx 1 }" NAILS TO 6", 8" x MAY ADDED TRUSS AND x 2 1/4" FASTENER SCHEDULE" DBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDS GIRDER, PROVIDE 5" NAILS, O W/ 10tl NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO HORS" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO L NOTE: A PT SYP #2 2" x 4", (16) 10d x 34' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114' lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) "x 5"TITEN HD TO CMU AND (12) SDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL }" x 2 }'TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS- ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10tl TRUSSES 0 24" O/C. 1x2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SDS �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL W TO GIRDER 12' O/C FOR REVIEW 3) 16d 2x SECUREDON C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL NAILS GALV. COMMON NAILS. '��� 2 x 5"TITEN HD TO CMU AND (18) SDS x 3" 1x2 SECURED W/ 10d SCR MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O1C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = BUS LBS (2 PLY MIN.) Z' COVER & Z' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE la lb 1c B°A 3/4'="°' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND No.2 SYP DIAL. BLOCKING BETWEEN SCREWED AS PER SCHEDULE B AC BRACE W/ (3)12d ( EA. TRUSSES TRUSSES WHERE LSTA1220 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 10dx12 HOG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @ EACH END. TOTAL OF 10 SEAMS) PER EL VA ION 0'-0" TO 30'' (1)'X" BRACE -(Y FLOOR 30'-1" TO 60'-0 (3)'W BRACE SECURE 2x PT. PLATE GIRDER (1) "X" BRACE ® CENTER TO BILK W/ 12" DIA. 8'-0" MAX (W/1X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" oR 1c-a' MAX (W2X4) * FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION SEE ARCHITECTURAL MIN, EMBED, AT 3Z' OC ix4 DIAGONAL MAX PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe 5/8" GYPSUM BOARD OR 1/Z' HIGH BRACING, SEE P.T. PLATE W/ 12ds 8" STRENGTH CLG. BOARD w PLAN FOR LOCATION STIFFBACK O.C. MAX (AS PER �j MAY NOT REQUIRED E TRUSS ENG) CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE W/ (2) o y EACH SS 16d TOENAILS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 518" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2.4 OR 2X6 WOOD BEARING 2-12" NAILS TO POST„ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB 2 BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING a. 12' O/C STAGGERED. ADDITIONAL METAL 1/Z' GYP. WL. BD. •a• . 1x4 BTM. CHORD BRACING 6'-lT' O/C END WALL OR OTHER CON CONNECTORS NOT '• MAX., OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ 10d END TYPE CONDITION, IF DEPICTED SEE PLAN REQUIRED WHEN NO UPLIFT IS PRESENT. ' .•�. e. (2) COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END GIRDER/WOOD POST CONNECTIONS V SCALE:34"=1'-0" PRE-ENG'D TRUSS SCALE 3/4"=1'-0" 5 FLOOR TRUSS CONNECTION Q L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 BDALE: 3/4"=,•-0" (NO UPLIFT) NOTCH DEPTH I/4'D �°/� HOLE EDGE-5/8" USED SO LONG AS THEY CONFORM TO THE DIAMETER </5 FOLLOWING 2SLSTUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fl AND F2 FORCES, BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 11 AND BORING LIMITS $ SCALE 1 1/2"=1'-0' SCALE: 3l4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o momm V. & LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT 04181.041-12141 MODELc 4EAB "1672- ARIA" GARAGE swlNa: LEFT PAGE: DETAILS 160 MPH EXP. C NAIL VTCR SPACING (1) AT EACH END Illllyl� SHEATHING TO LADDER IIIr III EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR AND V-0" O.C. MAX. 2X4 LADDER AT 16'0/C W/(2) 16d NAILS W O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d Q EA. TRUSS (DIAG. BRACE TO 1111111II COVER 5TRUSSES) I1111 0'-0"TO 30'-0"(1)"X"BRACE 2x SUB -BAND I�IhIIl 30'-1" TO 60'-0(3) X' BRACE PRE-ENG GABLE TRUSS I I 1 I 1 (1) "X" BRACE 0 CENTER STIFFBACK AT ALL (2) ")"BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH Ile FROM CENTER TO END. (AS PER TRUSS ENG) l l OI PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR IL SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12"O/C ANDAPPROVAL SECURED W/12)12ds0 PRE-ENGINEERED BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SMASONRY EE SCHEDULE GABLE END PRE-ENG'D � TRUSS G SCALE: N.T.S. W/ MIP RETURN SCALE: 3/4"=1'-D PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOODO.C. SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) MAX 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" ..,'j WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0„ FE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 m g y O ILL sIUBDM & LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 MoDzu 4EAB "1672- ARIA" GARAGE 8WWG: LEFT PAGE: DETAILS 160 MPH EXP. C ♦Aq ♦Aq♦A Y©r HIP ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE = 53.00 PSF(63.00) ZONE = 60,90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (8040) ZONE 2n = 70.40 PSF (80.40) ZONE 3, = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80,40) 1.11=4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/3 STRUCTURA SHEATHING 7 L EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STR, SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170,000 RING 1RINGS RSRS-03 Btl RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK ER INCH) PER RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING i USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" (� o O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & j BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT In INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTA NAILS 0 4" T SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10tl NAILS 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 N2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: lOd NAILS ®4" O.C. ON EDGE AND 4" O.C. INFIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 Stl RM1G SHANK GUN NAILS Q N O.C. TOPS BOTTOM EDGES e z� o 8 § � 1. RING SHANK GUN NAILS O SEE "ROOF SHEATHING ATTACHMENT" o TABLE FOR FIELD SPACING ` - � e J\ 8 TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING A #e 2' DECK SCREWS (m 6"-8" O.C. MAX a a9 EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANKTO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I- I TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMIRAAGGREGATE SIZE SHALLBE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER 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 BE CHAMFERED 314'. ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. F6 = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, AISI SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPORBARRIERMEMBRANE UNDER ALL SLABS-0ON-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS RA MEMBER IO DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 FORM -WORK. CONTAINS MORE THAN SS' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 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 MAYBE REQUIRED BUT ARE BY OTHERS SYP #2. 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 WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. G DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL N:, A STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" D E 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 psf TOP CHORD+1Gncon-m REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25` #G BAR - 3S' WOOD TRUSSES. 10 DST BTM CHORD ilonSonCUrteM #5 BAR - 30" #7 BAR - 47' 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 WTH ANSI/ASCE 7 Be: 1990. pelf CHORD psf TOP CHORD (7 (1 (7 psf W/ ASPHALT SHINGLES) 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 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 Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSf W ND: DEAD LOAD SPEED=10) 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 (FBC 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 LIVE LOADS:UNINHABITABLEATTIC ATTIC WITHOUT STORAGE: UNINHABITABLEATTICWTHLIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AND ATTICS WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WTHOUT 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 40psf MASONRY: PLAN SHOWNG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWNGS SUBMITTED WITHOUT REVIEW WALL 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 PLACING CONCRETE FOR IN -WALL COLUMNS. GROUP USED TO FILL MASONRY CELLS SHALL COMPLY WITH THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-47Q AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318 WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BEE PLACEDW/ ASLUMP OF 0" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-I EST TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, NTH MSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 51`4- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94UW OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSEDTO EARTH ANNORWEATHER 1-10FOR NSAND SMALLER 2PFOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE U8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. lfill19101i�� THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 km FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIKATION I TYPE SPACING APPLIUTICN ZE TYPE SPApNG REMAPo(3 1.PTPURRINOTO MASONRYICONC. USEHAROENFDWIL -,IIYL , S- GARAGE ODOR BUp( TO MA�NTVICONC. /1"pA TAPCON MASOARY SOC 1?EMBED., i'ENO p3T., 11rz'EDGE pei. 8G0, AL. EXT. OOOR3 -E. -.-IL S`OIC NWWIp%JRIFASTENEp WINIO OPAAOE DOOR BUp( 9I0"OIA OR /Y pA E%PPNSIgN BOLT 18'OIC (LB"pA) VEMBEp, 4"ENDgST., 1x R, 9EE NOTES NNL11I1"LONp. STAGGERED M450NRY/GONG. TO MA90NY/ICONC W WASHER OIC (fYY'pAl 3"EWE pSi. IT, RE— -EHAROEHEOGaL S`orD W114DD.vrpppw1A .1) CONTACT THIS ENGINEER FOR SPACING a NAnt,a'LGNG. AGGERED INro MA- wns�vicaric. REQUIREMENTS ExT. mM,b-1xA •rAPOJN' 10,E 112'EMBED. S'EW BucXaRT, sEENOT.EE.T Ee r»wASHax FASTr,<R psr.,l lrrEpcE paT. Ot3B"PPFxlte" 9'CE i-E.-E..,I tIY PT�TOS =ES �' SEE WI WASHER STAGGERED EIX3E p3T. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED V✓ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4178 www.a bdeslgngroup.com AA k: 0003325 F r C OZ V D� W St stmDrv. ec LOT ABBOTT PARK LOT #12 BLK #14 PHASE #4C PROJECT# 04181.04C-12141 1LODULA 4EAB "1672-ARIA" GARAGE 8WrNG: LEFT PAGE: DETAILS 160 MPH EXP, C AR NO 93723 DA 02/07/22 SCALE: 1/4"=1'-0" SKEET SN1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS NIfWt6Atc , ebANDaYlN[DTDCaN0.YN1TNTME vaM@6 0.WWbiHE�rWMYEtOCMG�M5EE1Gtl OINNQ�AiTC wtfalCEDrY,SA3(a:OuwNNMfYtiNOGDDE 4lHMR ar4s.MNlwm43,i w. r.���w•WE� irwiwaF"6NeE�i� . Mamaa+crDerAu r�`fcwr�lc°.v.RaNriw�amlf..ifs w.Tr"e°oaf mw.romi.:A,iMmDw N. f !, roawcTOFTw E%MiNp Bn,ECibxcaliNRE.4AsaNv,ND l,lfac cD4r 4Nw M,n,c4aen M4amAr! .� T4e s�1r MMuaiirEaVNfD ro w wraE.orw,IrsiNfwDxlD asvoiu4inrw De+awrecioA e,ni3tTMrmi s�DtdwnTie3T,\ �rWIECt. 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Ia AVD 11' EEC 9f[tt ! „M a Fa 1\iR„Da6 IEMMM C4wElia FND a,OYRtl frK WMiAxIMi. 3a 9ar a M CaMa110M irM,E t4N INBEAV.ANN2 Poll 0[r Dw'Tun41GMFfJaaroeNDarGrs,nrE3orniNMMl,3 TABLE OF CONTENT www,n�Eolrw�lDc�wiuw.�eiD4w�.D.weacoN�nuo 6K[f DEloNlm u Elrwi apna iw6 IppwrS MErl65 f6INt ftl®EaT NtYf3D 3in�BWwTNNT4� �R3RDi9FflP5TNWT+wr 3Mi,A i bW1.4W N0r6 F,O b MreYt Fe MIWR elMls iiudual6rl arras t]aflitEm Gc,feal.Tr6i wmwMao, airs awiwi Garseix,cN ..MfIANn, awi , N.t,t, E taN,f PafiaE ,It rgl4 role / i6,1 VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS IgTAMAl1aIFwfLL DESIGN PSESSORE IFSF) AT VA4ti0U5 SINGIF SPAN IENGTNS E,vEYMNMillv.MBr �llill(4f01p/��� T.1. i4f N6! 11t]M LR05a SECIgNl H1wWN D4LfLTa 6.WOa bPCr(MfOIE ��1� G�WME EN�Op WC.1Nl81MILipNa TRViSWD;Ip EFANNG,NEIiMFA wNitavF4siMAlwNa. wAefvE0.Tws WF3NDilDIi 4.'iN 4• DETAaf iMUfi Po4tlrr rlgENw 6DIFIt MSTAW.Tg4TOTNFSEKgfWVN,Iq1G DNLY rSlpW65VMV5M lENEBNEOUwEEEMlAND (WA4lMT8APE WNTAwfD. a 19RTM iiCm DL[ I a) Q-3 ,Y arc T,N.«. n4 rNw6lFFi Frw zP,4an Tr, Y,ll ware' _ 10 ..—� EH_i i .FAD � i5tm0\[ 55.6 51.8 Y. 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FASTENER SCHEDULE N ,r>Cf4 a[!w sr?ii Ewr'�"rl. SDfz TK 4r• riall�ie. r°pI40°rFrw'OPii RafN. aaai ,-r1r err ra4prufii iea°POdn a w�soMN , �-'/°' Min — r t�aNw°T'f'"'m 4rrw ,elmx a r m A M.,w.l FN®Wr ibw «w ROA4 7 t65 1.54499--J 0.042 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 25-0 .D22 (. 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VMITL SOFFIT SERES JCHANNEL FASCIA IV TRroLE 4 SOLID NO, OS23 SOUD SOFFR 12' TRIPLE 4 FULL-O-VENT 1/2' J-CHANNEL 4' FASCIA NO. 0622 VENTED VNN. ALUMNUM SOFFIT N0. 1100 N0. 9700 12' TRIPLE 4 FULL-O-VENT ECO NO06M VENTED SOFFIT WO-3— 4w/6 BILLOF MATERIALS 1 Sb� �s 1010A[ DN 9lRi , ilQ 9M.alpS ' 4m uaD [!ee NmE w w xu T) J-L1YMLL - WiEF pi AfEf T rAso, - m aM\wi a tar Y NNE ,e w tar ,1 ! OqY ir4ETa . ,-,/r i-w Porl manfl! Ila1 w1a.Y fIm ° inTY' ir4fNE, E ,-i/a• nsr wEE s,m T Hai E Tnr tma CiiiN SIMt r MM EMIDAI zlm s 9 • MIL f !rm !� ro • E r rorw io6a wTte4 - s . au rl iioi I ' i r Nort6a iD6D MIEfN - >a . aa; 4R a66D W rrf cr{EE FASCIA V•bOD BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH OSTAPLES INSTALLED FASCIA ® 1S" O.C. MAX THRU SOFFIT AND JCHANNEL AT NAIL O STAPLES INSTALLED OFFITO HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED Q O.C. MAX (INTO ® FASCIA /�,12' JCHANNEL OS VSLOOD) IN JCHANNEL 'MAX. DETAIL 2X2 WOOD BATTEN® FASCIA TAPLES INSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS S8X3" WOOD SCREWOR BQ APPING SCREW, BATTEN ATTACHMENT O7 STAPLES INSTALLED N FASTENER SPACED 24" 17' O.C. MAX (INTO M O.C. WOOD)IN JCHANNEL SLOT OR T-NAIL 0 12" O.C. MAX. (INTO OFFIT 0 CONCRETEIMASONRY) HANNEL© WOOL f" MAX. DETAIL Q STAPLESINSTALLED J-CHANNEL THRU SOFFIT AND FASCIA JCHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT ---I 3Q JCHANNEL• kN DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSIJOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING f�RUSSMOI / BY OTHER EMB. ;HANNEL Q v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/RAFTER �TRUSS/J0 LOCATION NOT TO BY OTHER EXCEED 24" O.C. INTO / O STAPLES INSTALLED(CONCRETE1 NSTALLATION SCREW, THRU SOFFIT AND ATTEN ATTCHMENT Q JCHANNEL AT NAIL ASTENER SPACED 24" gO HEM AND IN VALLEYSAX O,C. TAPLES INSTALLED E 11 iX2MOD BATTEN 2' O.C. MAX (INTO OOD) IN JCHANNEL TTEN LOT OR T-NAIL @ 17'SOFFIT.C. MAX. (INTO /-INSTALLATION SCREW 3 J-CHANNELONCRETE/MASONRY) /BATTEN ATTCHMENTFASTENER SPACED24" Sr'MAX O.C. STAPLES INSTALLED® DETAILC 12.O.C. MAX (INTOWOOD) IN JCHANNEL J-CHANNELCMU OR S SLOT OR T-NAIL a 17' O.C. MAX. (INTO WOOD (NOTE 1) CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1, MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUIUNG CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' .AVE WIDTH �/// (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL'A' -."00- ourrn - -,/- _1_1 SEE DETAIL'U SEE DETAIL 'E'— SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA 0 FASCIA END J-CHANNEL @ WALL AND FASCIA END MN arAa A - 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 1 Ita ecrAt A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 Ltir ,4p— ; �A (TA5 A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � J, F DOTT PARK LOT #12 LK #14 ASE 4C ECT► 04181.04C-12141 MODEU 4EAB rr1672—ARIA" GARAGE 8WIXG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG. 1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 'I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN V AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LtAVt Al VKUVKIAI t GAP AND CAULK 121c Mi N FRAMING MEMBER NG ER H-J( BATTEN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT 1" FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT • • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r � � 8 o $UDDIV. & Lo ABBOTT PARK LOT #12 BLK #14 PHASE #4C P1t0.1$CT# 04181.04C-12141 MODZU 4EAB "1672-ARIA" OARAOE $IIIIJO: LEFT PAO= SOFFIT DETAILS 160 MPH EXP. C ROLAAW A ABoUCWCRA L AR NO 93723 n 0 f* Alb