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HomeMy WebLinkAbout7450 Sail Clover Lni 99 1828-4EBB-CAL199 HOMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES - 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -LNLOI= B COD& �^v Ii �/ll1A/!1 (am) .AM your, srAts cbM -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -111N. INTERIOR FINISH - CIASS B -BASIC WIND SPEED - vult=f60 MPH Vasd=124 MPH -E�OSURE -C -f-STORY RESIDENCE - -2-STORY RESIDENCE - MAx. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS A ADJUSTABTLE MFR MA°U AECa"N T AMP, AMPERAGE MIN. MINIMUM BD. BOARD MT, MEFALTHRESHOLD CL CENTER LIKE MT0 MOUNTED CAB CABINET MTL METAL CLG. CEILING N.TS. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CPT CARPEL E PL PROPERTYLINE04 CPT. CARPET P B. PUSH BUTTON C.T. CERAMIC TIE PH PHONE D. DRYER PtT. PLATE DBL DOUBLE PLYWD. PLYWOOD GLAZED PR. PANT D.G. DUALIDIAMETER DG. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DE ENSIGN RID. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S DOWNSPOUT RM ROOM DTL. DETAIL R.O. ROUGH OPENING D.W DISHWASHER S.C. SOLIDCOREEaTDR EA EACH S.D. SMOKE DETECTOR ELEv ELEVATGN S H. SINGLE HUNG EQ. EQUAL SHT. SHEAF EQ. EXHAUST SITT SHEATHING Exr. ExreAIDR SHWR. S"oweA F.G./FX FIXEDGIASS SEA SIMILAR F.O. FUEL GAS SEASLIDING FIN FINISH STO SLIDING GLASS FIR. FLOORSTD STANDARD FLUOR. FRENCH DOM SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG FOOTING TEMP TEMPEREDGIASS GA. GAUGE THK, THICK OAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB R TOP OF PLATE G.F I ERR PTERR CIRCUIT T_O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD UND. UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL, INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION OW64 CD* WIRED ARCHITECTURAL SHEET DESCRIPTION 0nle 20IT FBC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "D" PG El —ELECTRICAL PLAN ALL i NO PG Pl-PLUMBING PLAN CODES FK SH6�LL COAAPLY WITH P ORID U�LDIN PG MI PLANNA.I.'O o A BUILDING CODE AL PG Dl—DETAINS ELECTRICIY v CODE, pG D2—DETAILS AND THE CITY 4 PG D3—PRODUCT APPROVQRDII ICE$ zEpHYRHILI$ - i� , PG WAl —WALL ASSEMBLY DETAI PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS pG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OVIHIB cot RE-ISSIED 0241M GONG ELEVATM ADDED 03/ii/IB CD'8RE•EWED FOOTNGREVISKNPER M.BOIIEB a[.mnS CD'SRE-ISSUED 02/WM ADDEDQ1MMSFOOTMATGARASEDETAIL (FORT MYERW 02/22/l9 PLANMaN1EN4NCE m3Qa18 REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 � .FT. CALL. S m4amb ADDED ADDITIONAL RECEPTACLE N GARAGE PER UILL BATSON (MELB) 004/9 REVISED HYAc VOLLMES ON GQFT CXc BCIEDa.E (ELBJ LIVND I029 GGL FT. GARAGE 490 LANAI NS Sa FT. NB SQ FT. TOTAL 2362 Ga FT 0SA2M ADDED Ta(TERM MONO DEEP FOOTER• DETAIL 12MA (M) aSRNB ADDED LED LKFIts • ICITGEN : DATFI PER MARK BOSEB elft" ADDED STONE OPTION ELEVATION C 1 D (TAMPA) ELEVATION Ys' 81DNG•ADDED LOUVER •GABLE ROOF iol*A% ADDED OPr. V-0� CEILNG WE"$ 000VV10 REPLACE UBP CONNECTORS UITN Ba PsoN cavrECTORa 04JOV20 REVISE ENCAVENT RADON PLAN DIMEN61pl6 04AMW OFT W-V CLG. NGT: ADDED LED L*W IN FOYER �0 OPT V-0' CLG. HOT. ELEVATION V- REVISED W04T OF ARCMMY iWok/W ADDED ELEVATIONS V A 71• (OIL) STRUCTURAL SHEET # DESCRIPTION OMN20 ADDED ELEVATIONS 1•Ys•-1•N'•Yk' (OIL) PG Sl-FOUNDATION PLAN PG SIJA—DETAILS PIG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLA (� PG S2.lA—DETAILS ATE �" O PG PG 53 2FRAMING PI.ANP ly�fi ZEPMY firL ®�? LAN y� PG S3.lA-DETAILS XAii/][j�E PG S3.SB—DETAILS PG SNl-DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) An UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN RDER TO BUILD THIS PROTECT BASED ON TH13 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'8 IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCPION BASED ON THE DRAWING SET. OMMI MO 03/MI ADDED SOFFIT DETAILS 04/2641 ADDED ELEVATIONS'N' 4 '0' (Olt) 04RTRI ADDED STONE OPTION ELEVATION G' MELBOURNE) 051MI ADDED ELEVAD" r- 4 V (OR) 05/ I ADDED DEN OFT. (TAMPA I FT MYERS) OWAII ADDED 20• FOOTER OPTION (TAMPA) NO2RI ADDFRENCN DOOR OPTION I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 www.a bdesigngro up.00m AA N: 0003325 I I _� I " C aunDIV. ac L.OT: ABBOTT PARK LOT #10 BLK #14 PHASE 4C C-10141 UO3=L: 4EBB "1828-CALI" GAPAGE BVING: LEFT PAGZ: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2D20) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2D20) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING S OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE ROOM USED DIRECTLY INTO A P E M S D FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318INCHES 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 L M) SHEET STEEL V 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALLBE 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 SUPPORTINGTHE SEPARATION SHALLALSO BE PROTECTED SY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMEMff). 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 HEREIMSEE 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 0 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 01557-2012 Et, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SCIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHOD OF TERMITE 0 0 S RM PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON PLETI N F THE COMPLETION 0 APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TOTHE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINSTHE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BYTHE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SCIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING ORCUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREA 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 5' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5GPM EACH INACCORDANCE WITH THE FBCR TABLES 2903A & 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 FIN&O 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, PROPORTIONEDAND MIXED INACCORDANCE WITH ASTM-C926-1 Bb, ASTM-Cl063.19a & ASTML1787. 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-C1063-19aAND 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 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRLcnON OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.)ARE TOBE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 70C2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.mm AA #: 0003325 � L7 m iD C IP UDDIV. do LOT: ABBOTT PARK LOT #10 BLK #14 PHASE 4C ROJECT/► 04181.04C-10141 MDDZ3U 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH E . C liI Dpmrr A M.. 02/08/22 SCALZ: 1/4"=f-0" w*l&l T GN 0 ++- 3S'-B' I �IRIRIo� la'IIRIRRRIIRoI1R111RIRRlo olllllo � � Ea,,ol O � o , :I►' 11 , o,llo — olllllllo i r ME i T� i i) o •. M .� . Im h � 0 � o on O p on 0 ATTIC I j IV ma . - . AS REC. i a ma _ . . CODE m OGAMM �®mm m FOYER �F.�►_yJ�a Ali ENTRY, o�� no 0[loin oll11a IoIRRIR110 FLOOR PLAN SCALE: 1/4' " P-Q1 SQ.FT. CAM'S LMNG 1628 SQ. FT. GARAGE 430 SQ. FT. ENTRY Ib SQ. FT. LANAI 88 8Q. FT. TOTAL 2362 SO. FT. 001POIOR ND CIADDIq MD LDAD� 3AMCw1D �08IIE IYIR f OWED Cllfli no In FOOTAGE ME * MHMD 1i111 Few" MN. WINDOID 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SlaD. / FRDR 43 5 303/-38A MIN. CRITERIA 16010 O)-ID. 112 5 28Z/-31.5 12'x12' SOFFIT 1 5 313/-4" BASIC BIND SPEED MPH - ISO (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, 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. OONII AL DAIS /vwv DEsL. TOP PLATE 0 M BAR DETAIL HDR. DTL. A SCALE:I/2'.I'-®' B SCALE:I/2.I'_m• NOTE: FEADER PINION TO 6E PER COMMLNITY STANDARDS NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR LLV RETURN PLENLI"1 AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS ISETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) N THICKNESS, SOLID ORHONEYCOM15-CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -i N. RONALD REAGAN BLVD, LONG W OOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 W .ebdeskMoup.om AA 8: 0003325 F BU13DIV. & LoT: ABBOTT PARK LOT #10 BILK #14 PHASE 4C P1tOJECT111 04181.04C-10141 HtoDEic 4EBB "1828-CALI" GARAGZ OWING: LEFT 1 PAGE: FLOOR PLAN 160 MPH EXP. C A. A NO Dw 02/08/22 OCA=: 1/4"=1'-0" si<IEET Al LAP SIDING AS SPECIFIED ITYPi = �A1�111m111m�._ 0 T FRONT ELEVATION SCALE, V4 . 1'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FEICR R703A SHINGLE ROOF FYPON EWCTIIXII OR EQUIVALENT OFF RIDGE T REA(A'A]IIG = Z ASU.M NETFREE VENi'IUTON AREA RFOARED = 1130D REOWREDVENTUTON AREA = 2364 MIX = 7m ENTUTON AREA X SO- INCHES PER FT. (144) = 11.T4.725D. IN. MN. RCQIAREDVEFfOUTON = sx LT34.73 IN UPPER PORTION OFATTIC - 567.35 SQ IN. OFF RIDGE YENTUTON AREA = S155Q.IN. PER VENT 567.35 t135 OTALAOF YEN75 REQUIRED 4.93357 hoTAL = 5 'AREA OFATTIC 15 THE PERINTiER OF THE HOUSE. IE55THE OVERHANG BRG. HGT. 8'-0' BRG. HGT, 8'-0' BRG. HGT. I.'0. *'X62' FYPON DECORATIVE SHUTTERS OR I�{� j EQUIVALENT I `:a M. i0 i0 i i TYP. 4' RAISED BAND ITYPJ I I .0� 0'-0'FIN.FLR.4 I I - - — - — - — - — - — - — - — - — - — - — - — � - ,�0'-0" FIN. FLR, REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 6 OFF RIDGE VENT 15'-0' BRG. HGT. ,o8'-0' 5R3. HGT. �o 0'-0' FM. FLR"qo —-------------------------- ------------------------- LEFT ELEVATION ALE: V4 . '=0' TEXTURED FINISH OF- RIDGE VENT OFF RIDGE VENT B'-O' BRG. HGT. El 0'-O'FM.FLf21 -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — ---- RIGHT --- - RIGHT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH / 2' DECO. DTL. A SCALE, 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 W ww.ebdesigngmup.com AA #: 0003325 OU13DIV & LOT. ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJECTp 04181.04C-10141 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: ELEVATION " T 160 MPH EXP. C L AR NO i0723 , PRINT aw'I'E: 02/08/22 SCALE: i/4"=1'-0" eKEE'r A2 D 0 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --� My OUTLET RM AI'P emus row SOY OUTLET C 16V UTLET V) OP CURET ON® t0 Sr OR wv OUTLET EOUMPID EERlD PA L M INtAUM R (TAMPER IMOST.ANT TYPE) 220V OUTL.Er (V UM CONlEGTION Ur Ill GROUND T Opt CUTLET MrtESRP1ER SWITCH SWTCM 34WAY OPER bill 4.Ul4Y OMR F_/1 "�\JJ UTALL MOUNTED LOW CEILNG LIGHT © LED CLG LIGHT LED VAPOR Q VP PROOF LIGIAT OVP VAPOR PROOF Lmw OR!GlSSEO CAN eVert. PAN I OFT Pee Eo. FT. VENT. PAN UNLIOMT I pM Ple SO. FT. v P_ [SPlOS TDD DT 2-SUM& EEAP ® e tM rNTua�.A�r•N4v 2-111M.D MRAP �� P MJIOI®OCRNT 4' FLUORESCENT CO II Al' TRACK LIONT PANEL � METER ° SD. eTIOKE oelec*oR sArr. RAeJc.vr WLHA52wm 5-1.1 w I tWy MONw Small POTECTOR urt.s11112we ELU&Idi. Bti••� CAMM®ova co p7CTpN cow CTED SMALL K A DISTANCE OP NOT LEES IMEN 4' FROM WALL PeDANT LUOM LIB NATURAL GAS ► TELXPMOR JACK mATEaNEATER DlseoNEor AIR CONOIrio NINO aE[ AM ON DIScavRcr THIS SREI I'•�N TELEVISION JACK CEIL sox ottaim JQ TO EE SIPPOPUM N ACCODDANCN W Cox }DUX MARKED AS SUCw FOE EON REQUIRED TO DE 11E7VRTED N CSLNG FAN•LIGMT ACCORDANCE SV SON MAISED AS &JON FOR INSPECTION 24• INCANDESCENT LOW STRIP Onnnnn 3S'L*r.4kCCCSCW 0 4111' 04CANPINC1W LOW STRIP ROOD LI2Nf � on. sEc1I/Er KEYPAD Hil Im 1 Pon Gwros IISD PORT • LOCATION OF TV JACXAI 1 PNCNE OUTLETS A PAW TO SN: VERIFIED • MOMEMM$t PRE-C4NSTRC710N MEETING. • ALL 6 A 20 AMP BRANCH CIRCUITS TO EE ARC FAULT PROTECTED FM ELECTRICAL PROVEIONS OF EEM Thl EDITION []M0) A NEC ]MJ] ]CFI EdIION • 20 MM DEDICATED LAUNDRY CIRCUIT. • brl H ISLMD [MDT ON KITCHRN CIRCUIT) • D18MWSIER DISCONNECT TO M LOCKOUT N PANEL • DAnNWCM SDGIALET FAN TO NAVE MN CAPACITY OF ED Cm INTERMITTENT PER ELECTRICAL PROVISCW OF SECTION MOOT! FDGrE TIN/ EdTIaN [20]Ol • LAUNDRY ROOM ANO DRNE ISNER RECEPTACLE SMALL DE &ROUND FAULT CIRCUR-NTOEEIPIER PROTECTION FOR PERSONNEL CN FEEDERS • WRNS METHOD SMALL ME NCN METALLIC CAME PER SLMTRJCAL PRONSIOW OF PEGS TTM ED [2A22oL • ALL WOW TO COMPLY UT14 ELECTRICAL PRDVIeIdtl OF THE FRaE llY ID CNDA11 • ALL LANPE lNALL RE YI �/•*�•+ DY RULDE! AND PILL. ®,6ELT tONRElVATI04 [REEIdTNrluY WME4CY) 2OL IU, EDITION d.11 METER FIELD VERIFY LOC. LE BDRM.#1 F'I�-WIRED \\ CLG FAN \ BLIMP P PRE -WIRED CLG FAN S.D. I LIVING ROOM PRE -WIRED CLG FAN \ 1 I 1 1 I 1 ------------ LANA � '� CEILING PRE -WIRED` MTD. LIGHT I CLG FAN TO BE I INSTALLED, PROVIDE I J-BOX FOR CIP1 // I OPT. FAN ry DINING it I ROOM / -- SWITCH IN GFI I OUTLET \ /"--- FOR ow KITCHEN `PAN. I RANGE \ GFI 0_Q Gill IRA I /\ �I. O 44'A�• PA. FOR DBE BOLLARD / AS RECL / PER BLDG. WALL MOUNTED CODE LIGHT W/BWITCH IN / ATTIC / GFI / CLG. OUTLET KEYLESS a FIXTURE IRRIGATION FOYSR— CUTLET • 48' AFF. GA GE r HOOD WIRE w/ ET FOR I u I FUTURE MICRO y- I 1 -&BDRM, j I / F'RE-WIRED / CLG FAN I O• I 1 1 L II o I B 1 S/oI I r --T - I t 1`r� \\ RM.# © / \ _ // A I PRE -WILD {\ i CLG FAN OPT.— �.—�.------ C.oACH LIGHT ELECTRICAL PLAN WALE, ° 1'-O' i I m I I °L I I I I ® I I � I I I LED LIGHTING @ DOUBLE LAV. BATH Of 150 AMP ELECTRICAL RISER NOT TO SCALE. 6049P AL NOTSS. A. ELECTRICAL MATERIALS AND NSTALLATIC10 SMALL cpMPLr W 'M ELECTRICAL PROVISIONS, OF THE POM TIN EQ1T1Gtl121]0). LOCAL CODES, AND ALL LOCAL PONIR COMPANY PmQNp Rlu4TS. D. ALL CONDUCTORS SMALL M TYPE TNFNRI#W UNLESS NOTED OTMERWSE. PCIll COMPANY TRANSFORMER 141' DIA SCHEDULE M PVC CONDUIT OR PROVIDE 3 Rb ALUMINUM (AL) N 2- DUA &WEDULE SO PVC CONDUIT UNLESS, SERVICE 19 PROVIDED BY r1E ELECTRIC COMPANY. COORDINATE wTM TIME ELECTRIC Carton PRIOR TO EMD. / I I LED LIGHTING Cap SINGLE LAV. BATH 4 3 COMDNATION SERVICE DE AMP DRCON ICT SWTCM AND ITSR40 T•tl M ELECMC METER IN I Rya E NIMA 3R eAO&AW PANEL E04AP TELEPMCME ENTRANCE � � I I I NERVICE ENTRANCE INTERSYSTEM ECHOING ' TERMINAL AT LOW VOLTAGE COMlcT10NS 1 AA CU SERVICE GROUND, CQIECTED TO CONCRETE ENCASED POUTER STEEL P W ELEG7RCA4 PROVISIONS, OF THE FILA MU EDITIOJ [2 Del SAS" DIA X • PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774.4078 v)M Abdeslgngroup.com AA #: 0003326 a 4 $# fly it 9UDDIV 1c RAT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PIMOJECT# 04181.04C-10141 MODEIA 4EBB "1828-CALI' GARAGM OW1NGi LEFT PAGE: ELECTRICAL PLAN 160 MPH E . C 2 2' VTR I ice' i p �i 1/2' N I/2.. wC 21 LAV I Z 3 1I i 2 s 4 1/2' 2 WASNER lI KITCHEN SINK UP 2* VTg_ AUTO VENT JrjIR{ .� TUB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALES V4 • I'-0' TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmuP.mm AA #: 0003325 O all 11 to av8aiv ac roT ABBOTT PARK LOT ##10 BLK ##14 PHASE 4C PROJECT# 04181.04C-10141 MGGEIA 4EBB "1828—CALP' GARAGE BVM90: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C IE 02/09/22 CA,L .- 1/4"=1'-0" 73m= P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALLa BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS MALL BE CPNBTRUCTEO OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SCA 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, SSHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH 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. % ALL FIRE RATED CEILINGS AND WALLS $WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WAIL 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 FANTEC14 PEP BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PAINS W/ DRAINS ATTIC O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION 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 LIDS BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LIFE AMC) TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM B6000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN THINK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CON-. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMI-SON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) d8X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER BEAD • 12' FROM STRUCTURE COWTERSINK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-B'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (T� NEXT. GROUND CLEAN -OUT (TY MECHANICAL PLAN SCALE: 1/. I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32730 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA A: 0003325 S� r4 I a Li I IL I a o a. BUDDIV k LOM ABBOTT PARK LOT #10 BLK #14 PHASE 4C PltCJ=T# 04181.04C-10141 1[oa2Q2s 4EBB "1828-CALI" GAlEAGZ EKING: LEFT PAGa: MECHANICAL PLAN %160 MPH ER. C I ` = A. SgLnw DAA—M 02/08/22 ECALJC: 1/4"=l'-O" BiliL'MT M1 2X4 TOP PLATE � `� PREFAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL -- r/r SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • "'Or — MAX FIN PLR. 2x4 WOOD STUDS 024. O.D. SLAB OARTITIONS SUPPORTING UALL HUNG PLUMBING 'IXTURES AND WALL '-ABINETS SHALL BE NOT _ESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' O.G. OR, NOT -ESS THAN 2x6, WHERE bPACED NOT MORE TYP. INT. WALL (NON—BRG.) D1 SCALE. 9/4'.1'•O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TIRU88 J/ MTL DRIP EDGE J 2x FASCIA PER ry' - ELEVATIONS OH. VENTED SOFFIT Id' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. � 5/8• de 5 V2• DRYISE 3/S' TOP CHANNEL (25 GA) VJ' DRYWALL 5 DIV OR 5 3/0' ME 24' O.C. 20 GA MEINSTALLED RECEIVING UPPER/ LOWER 3 5/8, opt 5 CABINETS AND TLM040UER 25 us, BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED Ui' O.G. AT 2PD TO CONG FLOOR WALLS ADJACENT TO FLOOR UV 3/4• STAIR WELLS AND BATHROOM PAF 4 TO WALLS W/ TILE PINION WOOD FLOOR WOOD WV 1/4' WOOD SCREW -FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS(NON—BRIG.). lllD1 SCALE, 3/4'.P-o• 2B GAS LINE THRU BLACK a .rs "LM VI' TF2CIC 2 COAT - PORRA D CEPIE t PLYTm APPLIED o"almT TO rwa01RY ARMWVAL PW.& W4LAxr," u�ame noo .OYM�AD IXx7R s GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' FIBERGLASS SHIJGLES FIBRMLASB SI4MGLE8 2X4 SPF 24' Or— MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE WY (2) 12d NAILS AS PER FBCR SODA. FIBERMLA" OHNGLES AS PER FBCR 805.U. • EA. END ROOF 814EATHMG WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THIGKNESS AS PER A8 PER FBCR06 li.U. THICKNESS A8 PER PER STRUCTURAL DETAILS SHEET SNI. ROOF SHEATHING SHEET W. SECURED PER SECURED PER THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE SHEET SNI. BlGURED PER 8TFFBAGC AT ALL UPRIGHTS GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE OR IV42' BTRENGTHWCLG. 2x FASCIA PER MAX PRE•ENU6 WD. TRUSS ax. 2x FASCIA PER 000 OARD I�FEIRENCE ELEVATIONS O ELEVATIONS B STRUCTURAL VENTED 80Fflt PER ELEVATION VENTED SOFFIT Ir SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER THICKNESS INSULATION R-VALUES PRE-EI'IG TRH WALL S PER S AAS STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS PRE-ENCs. GABLE TRUSS GYPSUM BOARD OR 1/2 ON 814EET SNI. R-4U INSULATION EACH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WMDCW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS REFERENCE k2 P.T. PURRING STRUCTURAL STRIPS • 24' O.C. 1/7' THICK. 2 COAT PORTLAND Ix2 P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS 24' O.C. DIRECTLY TO MASONRY IR' THICK 2 COAT 1/2' GYP. WL. BD. 1/2' GYP. WL. 5 . PORTLAND CEMENT C DMU WOOD BABE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY �0'-0' FM. FLR 0'-0' FIN. FLR J, 0'-0' FIN. FLR 4 S GP'Al n ROOF SHEATHING THICKNESS 16 .4, . n' <- ROOF SHEATHING THICKNESS IS ` a ENGINEERED PER ASCE 1-I6 IN , a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 ZTH EDITION, SECTION R301.13 ' 4 TTH EDITION, SECTION R301.13 AND I60S.5.1. AND 16093.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE. 5/4'.P-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 5051I.1 OF THE FBCR 2020 TTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486% TYPE III OR TYPE IV UNDERLAYMENT. n W/ WINDOW OPENING ,L . WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5511—STORY GABLE BLOCK WALL INSTALLATION of ROOF SCALE, 3/4'.1'•0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITN EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4065 TYPE III OR TYPE IV UNDERLAYMENT. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdestgngroup.com AA 0: 0003325 k t IL c o ,UBDIV ea 70T ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJMCT/2 04181.04C-10141 woom :t 4EBB "1828—CALI" GAIRAGZ 8WING2 LEFT PAGE: DETAILS 160 MPH EXP, C n{ L DA O 02/08/22 scA2.m 1/4"=1'-0" 0*1zmm 111- D1 naa 2X6 P.T. • CENTER OF DOOR HEADER SECURED UY (U 112' X V J-BOLT W/ 4' MN E'BlOPI NT UV 2' X 2' X VS' R146HER 4 NUT on WY (2) 112' X V ANCHOR BOLTS WV 4' MK EMBEDMENT UY 2' X 2' X VS' WASIER 4 NUT B ® SECURE 2.4 B TO BLK WY ® 10 V4-TAPCON6 1 In' EMBED. S' OG. VEND DWT. 1 1/2' COCA DIET. ® mQFA 7X6 &ARAM DOOR BUCK SECURED B WV (N E12' X V J-BOLT OR ANCHOR BOLTS, W/ 4' MN B'BEDMUNT, W 2- X 2' X VS• WASHER 4 NUT. (t) UUTWIN 6' OF TOP, (U W1HN 0' OP THE BTM, B (3) EVD4.Y SPADED. IN B NOM96 ALL ANCWORS 64ALL BE N ACCORDANCE TO MANUFACTURE" INSTALLATION NSTRUCTION6 WHERE SUCH 6NTBICTk%A ARE MCI! STRIMdANT GARAGE DOOR BUCK ATTACHMENT � w-.rw e cm V2' DRTWML ❑ I'X4' P.T. NA POOR DOOR L A14 P.T. OR 6/4'X4' MK SECURE THRU FRAME 1 EXTEND 1-1/4' INTO ILER BLOCK W/ W16' TAPCONS LNG (MN SWANK 610 1411 MIN, HEAD 812E ADD MIN. EMBEDMENT 1.1/4' UTHN V OF EACH END JAMB OR W600W 4 W' OC. MAX SPACING ATTACH TO 2X PER MANU'AGTUUE6 DETAILS. NOTE: SWIM AS NEEDED TO PLUM 15 JAMB (00 NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" `��N�OM TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK UV 3A6' TAfCON8 MN SHANK SIZE J46 MIK HEAD SIZE 300 MK @B110t' T 1 V4') W7NN 6' LP EACH END 4 W OL. MAX SPACING. 2X6, SECURE TO BLOCK WV(2) 3/W' TAPOONS (MK SHANK SIZE 146 MK LEAD SIZE 300 MN EMBEDMENT I V4') V CM WITWN V OF EACH END / W Or- MAX 6PACNS. VJ'DRYWALL 2XS, ® ❑ opol MX4- SECURE TO BLOCK P.T. NAILER WX2) 3/16' TAPCONS CASING (MIN. SHANK SIZE .146 DOOR MIN. HEAD SIZE 3DD MIN. EMBEDMENT 1 1/47 UUrHIN V O' EACH END 1 W OG. MAX ���' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" /111II►�0W TO BLOCK +1 1/2" 3/4" BUCK CONNECTION 2 Tvv BLK DETAIL 2X4: m 81ECURIN TO BLOCK W/ 3M' TAPCOHB (MK SWANK SIZE .1419 MN HEAD SIZE ADD MN EMBEDMENT I VW) IUTWN V OF EACH END 4 W' Or- MAX SPACING 2X6: CM SECURE TO BLOCK UV(2) 3/16' TAPCON6 (M'IK SHANK SIZE M5 AWN. HEAD SIZE 30D MUL EMBEDMENT 1 1/49 WRWIN V OF EACH END Y CM 4 16' OP. MAX SPACING. V7' DRYWALL 2X6. ® SECURE TO BLOCK ❑ WR2) 3/I6' TAPCON6 P.T. HALER (MIN SWANK SIZE 145 1/16' OAD. X 4' MK MIN. HEAD SIZE 3D0 MN EMBEDMENT 1 V4') DOOR CASING UUTWIN W OF BAC44 END 4 B' O.C. MAX OPAONG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM A6 HEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" `J�ND�OR TO BLACK +1 35/18" 2X4: m 6EGJRE TO BLOCK UY 3/I6' TAPCONS MK SHANK SIZE 145 MN HEAD SIZE 390 MN EMBEDMENT 1 V41) WITHIN 6. OF EACH END 4 W OL. MAX 6PACNG. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE / SECURED SECURE TO BLOCK TWRLLGW NON-6TRUC1URAL WK2) NIS' TAPCONS 3AW TAPCON MN I-V4' (MIN SHANK SIZE J45 gmWp BNr INTO BLOCK MK HEAD SIZE 300 MN EMBEDMENT 1 V41) UUTNIN V OP EACH END 6' CM 4 W Or. MAX 6PAOANG. IS,' DRYWALL 2XS, CIM ol SECURE TO BLOCK 1•X4' W(2 I) 3AW TAPCONS P.T. NAILER (MK 84AW SIZE J45 DOOR CASH MK HEAD SIZE 30D MN. EMBEDMENT 1 V49 WTHN S' OF EACH END 1 W O.C. MAX SPACING. DOOR JAMB OR WINOOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT D(CEED V41) DOOR JAMB TO BLOCK +2 1/4" y 11D�iD01f TO BLACK +2 1/4" ZX41,CM SECURE TO BLOCK UV 3A6' TAPCONS MN SWANK SIZE 148 MK HEAD SIZE ADD MK EMBEDMENT 1 V49 OT14N V OP EACH END 4 W OZ. MAX SPACING. 2X6, CEE SECURE TO BLOCK W/(2) 3/16' TAF C" MN SWANK SIZE .148 MK HEAD SIM ADD MK EMBEDMENT I V4') UT14N V OF EA04 END 4 W O&. MAX SPACING 2XUN CEM SECURE TO BLOCK IUK2) 3/W' TAPCOMB (MN SHANK SIZE Ar, MN HEAD SIZE 390 NOTE: 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) 701 CMU ' DRYWALL (1)'6 VERNCALLI V RT. NAILER H OAR X WMK R CASING 5 OR UBCOW 2X PER RES DETAILS, DOOR JAMB BLK DETAIL 2X4: m 01011 TO BLOCK UOA6' TAPCONB (MIN SHANK 61ZE J46 MN. HEAD SIZE ADD MN. EMBEDMENT 1 VW) WTNIN S' OF EACH END 4 B' OG. MAX GPACN6 2XS, m BBCUEE TO BLOCK W/(2) V16' TAPCO.B MK SHA4G SIZE J45 MN HEAD *I= ADD MK EMBEDMENT 1 1/4') WITHIN V OF EACH END 1 W' OfMAX WACN1 V2' DRYWALL 2XS, RICO ❑ SECURE TO BLOCK rX4' UV(2) 3/IV TAPC'ONS P.T. NAILER (MIN SWANK SIZE .145 DOOR CASINO,MK D0 HEAD SIZE 3 MK EMBEDMENT I V4.1 UUTWN V OF EACH END 4 W O.C. MAX MAKING. DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETALS. NOTE. SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" R 2X4, m SECURE TO BLOCK W WW* TAf _." MK SWANK SIZE MS MN HEAD SIZE ADD MN EMBEDMENT 1 V41) WTHN V OP BA 44 END 4 *'Or-. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUGH NON-STRUCTURAL UK?) 3AW TAPDONS 3A6' TAPCON MIN. 1-V4' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MK EMBEDMENT 1 1/49 6. CMUUT14IN S' OF EACH END 4 B' O.C. MAX SPACING. 10' DRYWALL 2X6, ® I'X4' 11- SECURE TO ELOM . NAILER UV(2) 3M,' TAPOONS DOOR CASING MK 6HAK SIZE .W6 MN WEAD SIZE 300 MN EMBEDMENT 1 1/4') U1TWI N V Cr BACK P0. 4 *'Or-. MAX SPACNS. NOTE, SWIM AS NEEDED TO PLUMB EXCE JAMB (DO NOT ED VW) 2M0 DC SECURE TO STRUCTURAL MEMBER WN2)2d UUT14N VOF EACH END 4 6' TO 6' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" ®*TREXIR MIVU aTncrT aA" 2xM m SECURE TO BLOCK UV VV TAPCOMS(MIN SHANK SIZE 149 MK WEAD SIM ADD MN. EMBEDMENT I V4') UTWSN V OF EACH END 1 W OG. MAX SPACING 2X6, CW 6'CURE TO BLOCK 002) V4' TAPCOHB MN 614ANK SIZE JO MK WEAR SIZE ADD MN EMBEDMENT I V4') WIT14114 V OF EACH END 4 16' OG. MAX SPACING. 2XUH Im SECURE TO BLOCK WW2) 1/4' TAFr." (MIN SWANK SIZE 145 MK HEAD SIZE 300 MK EMDEDM VNT 1 1/4') UWTHN W OF EAC 4 END 4 16' O.C. MAX BPACINC V Q'UJ IQ' DRYWALL PX4' P.T. NAILER 1/16' OAEL X 4' MK r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUPACTURE6 DETAILS. NOTE, 6141H AS NEEDED TO PLUME, JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16' `JSIIN,DKOW TO BLACK +3 7/16" 2X4: m 6ECUIIE TO BLOCK UY 1/4' TAPCON6 MN SHANK SIZE .Wb MN LEAD SIZE 300 MN EMBEDMENT 1 V41) UUTWN S' OF EACH END 1 B' OG. MAX SPACING 2X6, CM SECURE TO BLOCK IW(2) 114' TAPCONS MK SHANK SIZE J45 MK WL40 SIZE 300 MN EMBEDMENT I V4V WITHIN V OF EACH END 4 W O.O. MAX SPACING. 2XS. CM 00 TO BLOCK W92) VW TAPCON6 (MN SHANK SIZE J46 MN HEAD 812E 30D MK EMBEDMENT 11/49 UATWM V OF EACH END 4 W OPQ MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 1 8E0101E0 TWROUGW NON-67011JCTURAL 3/16' TAPCCN MK 1-1/4' EMBEDMENT INTO BLOCK LY S' Cm IM DRYWALL ElI'X4' RT. NAILER P P.T.X 4' MR r DOOR CASING DOOR JAMB OR WSOOW ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE. ON" AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" a RINDOW TO BLACK +3 3/ " 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.mm L AA #: 0003325 A milli avaDiv. ac LAT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PLROJECTAE 04181.04C-10141 HODEIA 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C A.AO 140 00720 lf'Pltnm 02/08/22 scALJ@: 1/4"=1'-0" slazzT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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. CDMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 10441A 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. CDMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 20M FBCR 10/22/20Z3 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. CDMP. 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 12/31/2023 12019A 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 12/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS&DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153533 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 27869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBOR 12/31/2022 5678-R5 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 5/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 20I0 FBCR 12/31/2022 239SSA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2022 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 t THERMA-TRU EXT. DOORS SWINGING Single Rte EXT. DOOR 2020 FBCR 12/31/2022 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 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 S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 FL 15272.2 R5 ALSIDE ALUANCE'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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.mm AA #: 0003325 y q 6 � F FORM ag LOT: ABBOTT PARK LOT #10 BLK #14 PHASE 4C rmawTo 0418 .04C-10141 &wz"m 4EBB "1828-CALI" OAXAGN ■WARM LEFT PAOEt PRODUCT APPROVAL LISTING 160 MPH EXP. C F' AROHMOT- n 7 FtB I 02/08/22 ■CAUL 1/4"=1'-0" D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS BE WRED TIED TO LAtH B S' OL. MAX (VERT.A ILL DO NOT FASTEN( CONTROL. JOINT TO IY4LL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES IW !i' LEG MAY a MO TO TEI"P. SECT RE CONTROL JOINT DIRNG INSTALLATION —� PASTEFERS TO OR SPACED a 1' O.C. MAX YERTICA1 - Y / \ Prwm LASTERS COAT CEMENT /— UPS LAYER 4, FORTPIBER BUILDING PAPER APPROVED METAL LATH FASTENED *1' (VERTI OG. MAX AT SUPPORTS UIFtB LAYER 'l STUCCO WRAP M nMa LATH SHALL NOT BE CONTINIJ00v ro A• n c ro s• ! THROOLXAN CONTROL JOS" BUT SHALL age.—AND tIED At EACH SIDt' PER All CIOSS PROVIDE 2X4 BLOCKING PLACED PLAT MAX S' TO 1' \ Nam ­ROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL Dim I. FASTENIM FOR LATH TO BE NAILS OR\ 1 STAPLES IN COP'MLNANCE IW ASTM CJOSS T Z. WNW TIES To BE (NO. W 00415' LURE / 1� S. ISLOCKING SFIOLW MAY BE IN ADDITION \ TO WALL STLDS F&MIRED PER PLAN "M" TYPE CONTROL JOINT Ol qLD NaMO. Pf. A ®FOLD Ol RX.D NAYO FT. A T. GIAaE • R. D OL POW 149AIO • M. A 2. CIMAM • Pr. D POLO +M OL F0.0 tNd10 • PT. A T. COMAS • PT. S A CMAt . n. C A FOLD M. C O!!t FT. D TLLL PT, C TOICIN BOTTOM FLAMM 4� 0 BOTTp1 TLMB! 1AVA TIOM MAL FOLD. DG Sot cur. COAT C21PUNT 4RAM Vr7 COAT a "TALL Itrarour ILLABINNI AT BOTTOM OF MOM . WIL MEM.0 " NOTE. APPROVED BUILDING WeAr SHALL 0E LAPPED A MNMRT Or &' • VERTICAL LAPIS (ROLL 4'I14' SELF-ADFERRIG MEMIRRAE PLASHM (CO PATIELE UV HOUR ENDS( A S' • HORIZONTAL LAPISt U.RAP MATEMAL) OVER ALL SEAM NEED TO BE TAPED LATH VERTICAL LAP TO BE r APPIbvCD HORS! WTH FORTDOR SHEATHING TAPE FL/&.YN6 TO lxTSNo ONTO PIK / \ r OR LESS PIPE / \ PENETRATION / \ r raa uP • rBraL Lan+ / \ bC X X X l X X X -- � Gut AND OVERLAP ONE SIDE OF SELF-ADFERMG MR10WO METAL LATH RSI AMNIG STEP 01 ULATER'(, i• THICK S COAT 09MIII ITUMeTceo JUM W uRAP I PLASTER MIN PAPER A m ONLY / MCTAL LATH LAYER 4, PORTPIBER I UARB LATER 9, FORiPIBER BIALDMG PAPER BUILDING PAPER I UM LAYER al. — STUCCO URAP r-W000 BHEATNNG carer r eure.sa i�� ra _ 2 SCALE. I VZ'.I'-W ® KICKOUT DETAIL o. r nM tAn Ix,+• oVI ALL LAP VERTICAL LATH & PAPER DETAIL MOM, Wm SI•EATI SIDE LAPS OP METAL PLASTER BASES SHALL BE SECLNW TO PJULDR FRAMING PM"OERS. PAPEF THEY SMALL BE TIED BEIUEEN SUPPORTS UTH OAP415-FL (UI-N•M) STUCCJ WRE AT INTERVALS NOT HOW THAN W (ZI' MMI AS PER ASTM CW" Nam, FREPAIR OF TEAM HORIZONTAL LATH IN UM LAYERS, TEARS MAY M PATCFED & PAPER DETAIL LW1IOLIM ~TAPE PER MANY. SPEC. OR PEEL N STIM WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. FM1FW UPS TO FRAMa SECTION Ito s ®SBEx YMM BIo p."larxi Exterior use of ponlandp mw plaster shall comply w8h ITM C 92&18 regWn+ment! of ASTM C 92G18b. Installation a1 exterior letivig and Naming .hall comply wgh ASTM C 108319a, or ASTM 1787. IPE PENETRATION DETAIL (FRA" IE. ,T.S. DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER "2 (FORTH=15ER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN. 2.5 L5S_ PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 0. 91USDiv & LAT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJECT# 041 1.04C-10141 )1[ODEEc 4EBB "1828—CALI" GARAGE $MDQG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD I I I I I I BACKER ROD WRB LAYER 9, STUCCO WRAP -INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING Q ENE: L BOTTOM, 2. SIDES- 3_ TOP - VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT B TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERRIETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& V CAULKING • JOINT ALL AROUND PER SECTION EdAft IgIMM WM Exterior use of Portland cement plaster shall comply With the application requirements of ASTM C 926r18b. Installation of exterior lathing and framing shall comply with ASTM C 1063.19a, or ASTM 1787. vETNT i' THICK, 3 COAT CEMENT IX. PLASTER METAL LATH WRB LAYER 4, FORTFIBER BUILDING PAPER WOOD SWATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-847-14a, MIN. 2.5 LENS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT i TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASM PIPE THROUGH / WALL \ I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAMP.SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' 0VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO '"71=" IL! IC=L ml 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 ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION UIOOD SHEATHING WRS LAYER -1. STUCCO WRAP UIRS LAYER R, FORT FIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL t01'O.G MAX 36, TO 41 AMMN! PLABNINdp CLEAN MABQ.RY BEFORE APPLYIN ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' HOUSEUPAP BELOW UIRB LAYER -1, ...:.:.:.....:.:`:::.:..:....;; STUCCO WRAP CUT SUCH THAT A APPLY SO MIN SELF-ADHERING NO MEMBRANE GRADE 'D' FELT Vj MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER R, FORTIFI06R BUILDING PAPER STEP #3 STEP *4 APPLY E-Z OVER 6 GRA9 FELT-PIt SEALANT A JOINT INTERSEC ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 1*5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W ww.a bdesigngro up.com AA ff: 0003325 POO IMN F 1 1 1 ti aysaiv. ac LOT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJECT/i 04181.04C-10141 a�oaEL: 4EBB "1828-CALI" GARAGE 011WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WMIJA R&.JM A. ABOUCHACRA AR NO Ri7W R 02/08/22 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO 77 WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2' CORNER BEAD (FASTENER 4 SPACINCs o l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cap BLOCK F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 5078 FAX: 407-7744078 w .ebdeslgngroupxom AA A: 0003325 F t i t c 411 Mal I I aysDiv & zoT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJWTO 04181.04C-10141 "DIOZZs 4EBB "1828-CALI" GAltewca awsxa: LEFT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C 12 ROLAW A. ABOUCKAM AR NO 93723 DA M 02/08/22 scAi s: 1/4"=V-0" aMSST WA3 LEGEND DRAINAGE PLANE (WRB LAYER '1, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD SHEATHMS IVE BSARRIElt '^ \ EERS7IVE DOAIlR / \ !1(r' x T Ya' LAP eom HERM6 ASHINS` 'LL TWER RESISTIVE STARTER STRIP / \ \\ \\ 4 BEAR RIER WI! RESISTIVE atA!R 1 \ v A-A6WI �� RR EE 1 � \ — — GALVD METAL GALV'D FETAL ' 'Z' FiABHNG i' 11.1111.1 Ys � Y.• v a• WM WOTRIM P!I•�!R OD / RYDOD`rRIMre eER 00 APPROVED SEALANT CANNIS SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHMG— LLFATHER RESISTIVE ]BARRIER 9 ILEA14EM RESILAPSTIVEARIER ./ ID BOARD A BATTEN i FLA�PG ` 6GRSbTIV$ STARTER STRIP / \\ \\ B4RIER �SISTIvE R 0o NOT ealaic OR 1 1 \� \ &' RINS \ — — — GALVV FETAL 7' FL D 4IN5 L •r FLASH HAlmaTow NG Z'TRn PLC ELEVATIONRAW /I""./ HARDIE TRIM PER IELEVATION \�OR APPROVED T CAsna OT.d� SIDING TO STUCCO ® BLOCK TO FRAME 2A TRANSITION ti �r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeslgngroup-mm AA S: 0003325 F a a aVSDIR ac 1AT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PltOJSCT# 04181.04C-10141 aioasl.: 4EBB "1828-CALI" GAl�AGE a11r1Nc: LEFT PAdE: WALL ASSEMBLY DETAILS 160 MPH EXP. C wm a TM 02/08/22 MCA=: 1/4"=1'-0" al=ZT WA4 AW Wli�{ 4", fi" ANq 1Q' CARESHWLD BETAKEN NKEEFINGTHE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IFUTLEED. NALN P—E SHOWN IN 4"GALVAN6ED PYNEATRR/ USING 1-114" NAILS AT EACH CORNER. R06NGCEMENT SHWLD BE APPLIED TOALLSHINGLE EDGES NEAR THE OUTEREDGEANDARWNDTHEENTIREPERIMETERAS. NEOPRENE BOOT CUTOUTTHEGOOSENECKVENTCPENNGNTHEROOF RECOMMENDEDINSEVEREWEATHERCOASTA- SWATHIWSIZETHEOPENINGINAGOCFOANCEWfTHTHE CONSTRUCTpNZgJES, CHART SHOWN.IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE V— VENT FAN MANUFACTURE'S PIPING CONNECT — INS UOTIONE DONOTCUTNTOTRUESESOFRAFTERSN ENCUTTINGTHE OPENING IN THE RCOF, < R_� INDTHE FTHE ER O OPENING PE ING SO HATTH OFT VENT LAYS FLAT TO THEROOF SHEATHING 91AE OFT PERIMETER LAYS FLAT TOGSOTHATTHE THIN GSLIDE 1 THE ASPHALTPIASTAi CEMENT TOP ANDSDE FLANGESCETHEVENTUPANDUNDER SHINGLES VENTFLANGES TOIAY CN 'F`EAN OENDBASE CF PWE AND OVER FIANCE TOPO THE EANEDOTTOM THE TOP OF THE SHINIXES. ROOF HOOD VENT DETAIL CUT NouSBtlR.M AT 40- ANGLE MODIFIED 11, GUT T.I• W NOuSBERAP N< LINE OF oPNTNIG / \ 1 WOUSUPAP O D5WATN WD STIR WALL STEP 1 NSTA-L S'— EELF-ADNERNG P ASNING OVUM NAILM RANGE AT JAMBS *I. FLEXIBLE FLASHING MN 1' BELOW SILL FLEXbI.E PLASM 00 NOT SEA- BOTTOM AN STEP 6 TEMPORAIILY FOLD -UP I SEC NOLISOIRAP (O Tum FLAP uNO At MEAD FOLD NOIISEW N AT JA-M 1 SLOPE SILL R ALIGN FLASHING IV INT. EDSE OF SSJ. no, MBC 4ANICALLY FASTEN PAFIED EDOES.(CAP NAILS, STAPLES) INSTALL DUPONT R )G~ AS T4 PLASHING AT T14 FA. ` ,Ift. PLUMBING VENT DETAILS SCALE: N NDE ADHESWE IXWLE PLASHING VER DRIP CAP ECTO-WRAP *QWV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS - WIDE VALLEYFLASHNO S.-HEAVIER FELT UNDERIA-ENT FOO T RWFNG CEMENT 6" OF CENTERLINE —AFABTNERSN END OF SHINGLE EEIEND ENDSHINGLE T LEAST 17SEYWD VALLEYCENTERUNE "CLIPPED CFF CORNER AT 4.5 DEGREES -SHINGLES TRIMMEDT'9ACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL ALE: NTS APPLY 061 WU(OI EGAL) SEALANT A WINDOWCm JOINT. FLUID APPLIED PLASNMO(LANCA WUTE•SEA- RC -SS OR CAALA SLOPE SILL TO SIX IT 16 TFB CONTACTORS I06R7WO LTr TO VERIFY TI$ COMPATIBILITY OF ALL PIUODlICTB NICLIDIN* NOUOBUUP. SEALANTS, A SELF-ADHURNG R AENMG MATERIALS USED DURIJ6 CCM7144TICK . NSTALL ALL MATERIALS PER MA"ACTURERS WRITTEN SPEGPICATIONS SCALANTS MAY REACT ADVERSELY i NOT ATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW IMPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WNDOW OPENING AL INTERIOR PERIMETER of WI.! WITH ALANT L IT B TIE CONTACTORS RESPONSbILTY To VERPr TNB C,"ATIBILITY OF ALL PRODUCTS NOLUDW. SEALANTS 4 SELF-ADIERNG PLASMNIING MATERIALS USED DURING CONSTRUCTION, 2. PLASHNO AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE W TH MANUFACTURER! NSTALLATICN INSTRUCTIONS AND APPROVED I.ESTNOD U OF I = WIOSA U IN ACCORDANCE WT14 FENESTRATION MANUFACTUIQR'O NSTAWTION AND PLA04NM INSTI411=I0P16. LEALANTS MAY REACT ADVERSELY F NOT r WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTIS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.a b d es1gngm up.com AA IS: 0003325 oil $UHDIV. lc RAT. ABBOTT PARK LOT ##10 BLK ##14 PHASE 4C PROJECTT« 04181.04C-10141 L[ODELA 4EBB "1828-CALI" GARAGE OWING. LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATM 02/08/22 SCAT se. 1/4"=1'-0" iiIEET WA5 j \ —------ —_.—._._. _ / \ 2x6 SUB-BANt) //' W/I'x4' NOTCH s - -- -" -- -- -'r' i END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ I/g• i '1/8' TEXTURED i \ FINISH lo WOOD 11 I I/8 I' a l 1/2' TEXTURED 1 FINISH m CMU \I v a�/ / METAL FASCIA \ WRAP 4' FROM \ I / a STUCCO, I' FROM \ - �WOOD WALL \1 \ ti I EXTERIOR WALL 1 '� (FRAME OR CMU) 1\ `\\ NOTE: NOTCH FOR 2X6 \ \� SUB BAND ONLY \ 1 I r \\ 1 ®ELEVATION ® FLAN A TEXTURED FINISH • WOOD. .: V2' TEXTURED F INI 614 • CMU x METAL LATH x x x�: x x x x x METAL FASCIA WRAP WOOD SFIEATWWG x x x x x x _t ora lu ILRRB LAYER'L x x x x x x STUCCO WRAPrFRAME ONLY) x x x x x x x x x x x x — WRB LAYER e2, FORTIFIBER x x x x x x x x x x x x x -- BUILDWG PAPER rw►AME ONLY) x x x x x x x x x x x x x �" FRAME OR CMU axe SUS BAND ROOFING CEMENT x x x x x x X x x x FELT PAPER x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN ONLY FOR WALL OFF x / SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) 1 4, ,DRIP EDGE, 1' OFF WALL `lNOT INTO STUCCO) �—'1/&' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH O CMU � 2x6 SUB -BAND W/I'x4' NOTCH 19 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x .X.. x x x xR.w:.� x x x x x x ". x x x x x x x x x x x X x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x_. x x x x x x x x x x x x x x x x x x x x� x x x x x x x x x x x x x I I �J SUB BAND DETAIL (D WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngmup.eom AA 8: 0003325 rq � F kCk �.._LLJ $UDDIV. k Lolcl ABBOTT PARK LOT ##10 BLK #14 PHASE 4C PROJECT 04181.041-10141 MDI)ZZc 4EBB "1828—CALI" GARAGE $WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C N DnnrT A1Z: 02/08/22 scALm: 1/4"=1'-0" $2etEET dV A6 Z Yf 39'-B" 36'-2" ° TOP OF SLAB ch to 1 — _ — — FM-12X12 FM-12X98 ` � c �I u 4"GONG. u SLAB x I y xI\ F-24X24J 3 1/2" g EXTEND FM-12X18 IA `\ 4" PVC �CHASE .SLAB 1 1/2" 11 Lt I V,, 1 to `\ \ I • A 1.1 \ o'D" ,_ TOP OF I SLAB Ix I \\ 1 \ \ X \,\d to 1 I • *51/2" 4" 1 7'-8" 2'-8" I • 3'-0" 5 I ILL o I I EXTEND- 1A SIN. S1 LAB 11/2 1.1 11 FM-12X18 ro w 4" CONC. — ' �a w SLAB 3,-5" 1/2" I (y a 4:31/2 i ;; 7 1/2" IM. to 2 J t 1A 1 HL,FMC.FM-92X18 a FMC-12X18 F L 1. i.t FM•12X18 1.1 J TT T111 4 4 2'-8" 4'-4" T-10" 10'-2" 21'-4" 14'-0" 39'-8" 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 +-U-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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.MNDICATES #5 BAR, IWDICATES #6 BAR, EDICATES #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 1#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 2,000PSF. 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/8D2.16, USING: Pm = 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 3'•0" O/C MAX. SEE PLAN FOR WWAI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS W1.4-1A OVER GENERAL 3 1f2" 16,6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3a' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN ia' - 12) #5% TM-12x12 12' CONTINUOUS 12, - (2)#5's FM-12x18 12, CONTINUOUS 18' - (2)#5's FMC-12x18 12" CONTINUOUS toll (2)#5's VARIES F-24x24 24' 24' 12' (2) #51s (2) #5's 01.11 FOUNDATION PLAN SCALE: 1/4" = V-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup,com AA #: 0003325 a L IPit UDDIV. & L/O T.BBOTT PARK LOT #10 BLK #14 PHASE 4C OJECT# 04181.04C-10141 molozze 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C MIN EACH WAY MONOLITHIC FOOTING ,I STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ����• R �. s CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS • ..••p, • p' a > wq E...II�� �•�.. T • 1p I '. •: GARAGE DOOR RECESS s g 8" CMU WALL y �, 8"CMU WALL FM •, ..� CORNER BARS, SAME SIZE AS LARGER BAR //�� �y B• n b � i e I IN FOUNDATION WITH 3tl' LEG EACH 0 ' +- 0'-0" ` TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS • S .. SO THAT THE STEEL REINF. IS CONTINUOU � TOP OF SLAB .. • MATCH AMOUNT OF CONTINUOUS BARS • ( x •. ?Ir CURB FOR SEE SLAB SCHEDULE • BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) ° - RI � • ��r SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ' I •' I� •' �a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET ro• AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE ald • � #4 24" 4" CHAMFER (1-STORY) W/ 1/2' ISOLATION ` e" CHAMFER (2-STORY) 0'-tl' APPLICABLE) SEE SOHEDJX #5 30 JOINT (WHERE . �. i APPLICABLE) a, SEE SCHEn•c WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR %ftD BAR SIZE AND BAR QUANTITY #6 36, zZ FOR WAD, BAR SIZE S DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }„ AM BAR QUANTITY " NUMBER OF BARS (IS. 2 TO 9, PROVIDE 2 BARS), LINO #J 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING 6cALE: 3/4'•=1•-a' @ GARAGE SCALE: 3/4•'=1'-tl' 3 4 B E: 314 11- 1 SCALE : as"=r-a (1) #5 REBAR VERTICALLY W/CONC. POURED CELL 8" CMU #4 REBAR @24" O.C. @ CENTER OF LAP TOP PLATE A MIN. OF 48' SLAB AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN KO i 2x4 OR 2ze WOOD BEARING PROVIDE BLOCKING WALL SYP J"NEW RE INF. BAR '• ', ...� SECURE D W/2-PART SECURE BT. PLATE TO SLAB W! SPACING SINGLE BTM.PLATE ` ° �'a• 2" CAPPED EPDXY, MIN. EMBED 'g 1/2"xe" WEDGE ANCHOR W/7' 70 BE PT. PROVIDE DBL TOP G 8", UNO WASHER SET IN HIGH STRENGTH PLAT E rr 4" CONC., REINF. W/ GALVANIZED PBASE IPE ALL F. EPDXY 5-1/2" EMBED. MIN. @ 18" OC 1 x8 m J f B#10 WAON 8-MIL POLY ETHYLENE W/FLANGE I SPECIFICATIOFOLLOW NS FOR SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE 9 VAPOR BARRIER IX•1 1� § i USE AND R PREPARATION OF ANCHORSW/10dx YI •I•� WELL -COMPACTED g °- HOLE. COMMON NAILS FILLALL L ALL CLEAN FILL TERMITE HOLES, DO NOT USE 10d TREATMENT SHALL BE ,• 4 S BORA-CARE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4'• x 3" g SLAB SCHEDULE .•..... (2) CONT. #4 REBAR [SEE TOP OF SLAB a •' .Y " F 2) #5 REBAR ON CHAIRS 1—" 4" CHAMFER ("TORY) B" CHAMFER (2-STORY) . , e.��• 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%�� VIRGIN OR ENGINEERED SOIL Y� COMPACTED SOIL �.• SLAB HEIGHT LESS THAN T-T PER PLAN EQ. M SEE SOHEIXLE FOR EXTERIOR MONO DEEP ADDING BAR TO MRQAIZE AN]BAQUANTWITY FOOTING W/ BLOCK WALL 1A SCALE:34"=1'-tl' C BOLLARD S SCALE 34"=1'-0" c MONOLITHIC FOUNDATION V SCALE:34"=1'-0' INTERIOR CURB FOUNDATION WOOD WALL 7 SCALE:314"=r-tl' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMIX) NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING AND NAIL W/ 16d COMMON NAILS, 2-ROWS, a" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE i BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE 70 SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE 70 a NAIL 17' O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. y ADDITIONAL METAL ADDITIONAL METAL g a CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO ' POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. i — +- 0' 8" CMU FILLED CELL (TYR) < B' ' TOP OF SLAB SLAB SCHEDULE a., 2X WALL FRAMING [SEE 6EE SLAB SCHEDULE 'I SEE SLAB SCHEDULE 1/2" DIA SIMPSON N5" TOOF SLAB i MINIMUM EMBEDMENTINTOP GROUTED CELL, 4" FROM ENDS AND TOP OF SLAB "ISOLATED" COLUMN PAD a b CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • e ° T#�.��_ POURED MONOLITHICALLY WITH i FOUNDATION AND SLAB ° . �� • SEE SCHEIXAE SEE SCHEIXLE FOR WD, BAR S1ZE EO. EO. SEE EIXILE SOH FOR WD, BAR SIZE AM BAR WAWITY ANJBARQUAWITY FOR— BAR SIZE ANJBAROl1ANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 8 9 SCALE 3/4"=V-0" (NO UPLIFT) 1 0 SCALE 3 4''=1'-0' 11 SCALE 3 4''=1' 0 scALE: 3 a =r-m (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77443078 FAX: 407"7744078 www.abdesigngroup.eom AA 8: 0003325 o L" SUDDISc LOT. ABBOTT PARK LOT #10 BLK #14 PHASE 4C PZlOJZ�CT�f 04181.04C-10141 a�V oasle 4EBB "1828-CALI" AAAGS SWING: LEFT PAGE: DETAILS 160 MPH Ev C L AR NO 93723 A a � 02/08/22 1 sCALM.- 1/4"=1•-0- sDEC= S1.1A DOWEL PLAN SCALE: 1/4" = P-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWVoup.eom AA #: 0003325 Yt m Gi ZpxS .� O SVHDIV. & MV ABBOTT PARK LOT #10 BLK #14 PHASE 4C PltoJECTp 04181.04C-10141 Moz)Z]U 4EBB "1828-CALI" GAXAGE sw1xG: LEFT PAGE: DOWEL PLAN L160 MPH EXP. C IasS1.2 ATTM 02/08/22 cA z:1/4"=V-0" lIEET TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1a'HOOK GROUTED BOND BEAM .a --- o' 9 4 a.. H i CLEAN OUT REQUIRED FOR INSPECTION 0'-a• FIN. FL4 .. TIE ERTICALREBAR a TO HORIZONTAL REBAR W/ ia' HOOK BAR SIZE F48 BAR DIA #3 1 18" M a #4 24" #5 3a' #6 36' #7 42' HORIZONTAUVERTICAL REINFORCING 0_ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND € SPACING REQUIREMENTS s &' CMU WALL TOP OF SLAB _ q' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (15TORY) BAR SIZE 48 BAR DIA"a a W/ V2" ISOLATION 6" CHAMFER (2STORY) 18„ a JOINT (WHERE #4 24" a APPLICABLE) MATCH STEEL #6 3a' € REINFORCEMENT #8 38" e"PVC CHASE h j� PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42' MATCH STEEL SEE S-E-LE REINFORCEMENT FOR W SX EMS PER SCHEDULE AtWWWAWM PVC CHASE THRU FOOTING 4 SCALE: 3�4"=1'-a' #5 BARS a� o� � MI. ���kIIIccCMU UNIT DIMENSIONS y, ARE NOMINAL SIZES �M�ASSONRY SYMBOLS `.\ `� / SCALE: 3/4"=1'-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 ww .abdsslgngroup.com AA #: 0003325 m W O p C R sLJHDIV. da LOOT. ABBOTT PARK LOT ##10 BLK ##14 PHASE 4C PLtOJECT# 04181.04C-10141 MODMIA 4EBB "1828-CALI" GARAGE SWING - LEFT PAGE: DETAILS 160 MPH EXP. C aABOUCHACRA AR NO W723 sCAL.E: 1/4"=1'-0" siIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON Hi OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. BEAM SCHEDULE RMZM 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 (Ds) SIZEREMARKS REINFORCEMENT STIRRUPS -TM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES BF16 MIN-1TDWIS IT-4" BTM. OF LINTEL 0 T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: V4" = V-0" • DI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 www.abdosigngroup.com AA S: 0003325 ic G7 11 IP BVSDM & MRABBOTT PARK LOT #10 BLK #14 PHASE 4C X0JMCTM 04181.04C-10141 bMODMIU 4EBB "1828—CALI" GARAOX BwsNc: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR TYP. g'W' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM S �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING # • Fy PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST` TWO COURSES ARE BOND BEAMS WTH A #513AR N EACH COURSE. TYP. 8 SHODULD THE DOUBLE BOND BEAM COINCIDE 11 TH LA INTEL THE BOTTOM BOND B1EAM b #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL - COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL. Iy 1441 N. RONALD REAGAN BLVD. / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � VERTICAL REBAR WI ia' HOOK � P� EfE� Bx18 DBL. BOND ]� TOP OF LONOWOOD, FL 32780 / / 2 e p�� BEAM W/ (1) #5 BAR BOND BEAM PH: 407.774.8078 atV EACH COURSE FAX: 407-774.4078 • www.ebdeaiga8roup.com 8xe BOND BEAM o AA #: 0003325 4 W/(1)kri BAR BOND BEAM F=FILLED W/GROUT co 30' TYPICAL �,AM U = UNFILLED GROUT SOLID FROM T NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH (((���# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL #5 BAR IN BOND BEAM / BEAM COURSE SEE NOTE 5 aµ O V-1 T/1 MI[ /0 8x8 PRE -CAST CONCRETE P��0t4 NOMINAL LINTELVW (1) #5 BAR (l2) MASONRY e PP HEIGHT # OF #5'S, TOP LENGTH OF BAR = W OTH OF CORNER IT ISTHISENGINEER'SINTENT BOND BEAM COURSE OORENING-2' n BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-17/1MOB INDICATESADOUBLE BOND BEAM #OF i5'6, BOTTOM BxB PRE -CAST CONCRETE G SGALE:34"=1'-0 1 ANDXFXX-1T.OMMBINOICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1•-a• TO PLAN FOR LOCATIONS 70P AND XUXX - iTA MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T.OMtM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" -11 EMBEDMENT a �ppp ep� ep� 8p� a 3 1M" 2.6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST ..a OR DRIVE PIN (MIN SHANK WINDOW � SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" ^' EMBEDMENT N 2x8 (MIN 2 X 3) 2-3/18 W TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN i-0/4" MIN. 2-12d PER BLK EA END EMBEDMENT ■ OSB TYPICAL MASONRY WINDOW CMU WAL SHEATHING RRi MU WALL SILL CONSTRUCTION S ARCHWAY FRAMING DETAILS r - SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOI. INTO STEEL REINF. OF FILLED CELL BOND. BEAM ,3UBDM & M ABBOTT PARK LOT #10 BLK #14 PHASE 4C PXoJmcT* 04181.04C-10141 UDDNZ C 4EBB "1828-CALP" GARAGE 011MG: LEFT PAGE: DETAILS 160 MPH EXP. C PROVIDE 01 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION #W723 BONO.BEAM CHANGE JB CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3 4"=1' a' ARNO / DA & 02/08/22 scAL&I 1/4"=1'-0" srxEET 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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE BUe Bnt4� &1r 1T6 1Tros 1710E -1r TYPE 8/8 PLAIN 8/8 SOLID TYPE 8f8-iT e/18.1T 1IT VA --IT 6r�1r sr22-IT LENGTH arels 81rn 1Tns ttns 1T/16 1Tn LENGTH LENGTH 8827 yt62r 802T 82421 81282r 8/d2,2r T-W PRECAST 1436 952 3114 4217 5321 642E 7631 74r PRECAST 6" 1024 T-W PRECAST 15M 3524 4394 6283 8132 7001 2485 6113 am7708 Bost 10000 1680 3624 4994 6289 6132 7001 4'-0• PRECAST 108J 700 2305 312E 3946 4785 5567 4'-0' PRECAST 614 763 4'-T PRECAST 1383 3080 3815 4570 =5 OD79 1901 0113 7192 8524 7627 8751 136s 3M0 3816 4670 6s25 W79 4'4' PRECAST 819 533 tr70 2400 3033 seM 4s00 4'-6" PRECAST 308 591 4'-0' PRECAST 1207 2582 3375 4043 4711 5379 182E 1 5743 7547 e762 941 766E 1207 2707 337E 4043 4711 5370 5'�' PRECAST 931 1247 19M 25e0 3129 38M 4248 5.4' PRECAST 411 411 5'-4' PRECAST 1016 low2374 2944 3513 40" 1319 4480 7190 7342 57M 1016 2276 2B3e 33M 3061 4M4 5'-10' PRECAST 817 1024 1031 20W 2549 3009 3470 5-10" PRECAST 340 339 5-10' PRECAST 909 1490 1971 2a43 2015 33B7 1161 303 5977 Bale am 577E 029 2DW 2503 3107 382D 4133 6'-W PRECAST 892 1139 3227 3031 3707 4303 Wei V4r PRECAST 410 721 6'4" PRECAST am 12D1 157E 1065 2332 2709 1130 3227 4598 7054 1000D 882b $35 19M 2329 2790 3251 3712 T-0' PRECAST 570 on 24M 220E 286B 3191 38M T-8" PRECAST 303 534 T$' PRECAST 716 900 1181 1482 1743 2W5 938 2408 3408 404 TOP8472 727 1624 2W5 2428 2827 322E V ' PRECAST 428 833 1593 22D4 2481 2818 2821 9'4" PRECAST 192 384 9'-4' PRECAST 464 bee 787 948 1120 1310 we 1974 2206 3081 4099 4M9 572 1318 1643 1M9 2154 2519 10,4' PRECAST 388 487 1247 17e7 19D4 2163 202E 10-0 PRECAST 151 301 10$' PRECAST 355 400 $12 766 eM 1042 550 1407 1897 2781 3222 37e4 1180 1472 1763 1710 1989 111-e PRECAST 330 544 1312 1742 2262 2068 3630 11'-4' PRECAST 132 417 11'-4' PRECAST 430 4M 630 653 777 an 644 1312 1742 2252 2688 3662 aee 1042 1372 1843 1470 1710 12 0' PRECAST 308 607 1210 1690 2048 25M 3191 12-0' ' PRECAST 111 370 12-0" PRECAST as See 478 5e7 6M 7e3 607 1210 16M zD48 268E sm aao 940 1300 15e0 1314 1476 13'-4' PRECAST 270 433 1046 1306 1732 2157 253E 13'41' PRECAST 82 298 13'-4" PRECAST sM sos 393 484 675 us 414 1045 1366 1732 2310 2805 398 7e0 1057 1s12 1071 1203 14'-0' PRECAST 254 306 97e 1272 1608 190$ 2279 14'-0' PRECAST 71 293 14'4" PRECAST 279 279 300 443 526 No MD 978 1272 leas 19M 2$89 378 717 001 1122 976 1133 14'4' PRESTRESSED N.R. NR NR NR NR NR NR lV4r PRESTRESSED N.R. 283 14'-8' PRESTRESSED 2N 422 am 62B 748 B85 458 1079 1420 1824 2277 V12 240 an 960 1237 1474 1715 15'at' PRESTRESSED N.R. NR NR NR NR NR NR 1S-" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 816 9M 1134 1353 1572 1T.4• PRESTRESS® N.R. NR NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1T-4' PRESTRESSED 1e7 328 365 451 587 600 300 MB 1121 1413 1730 2047 102 505 720 501 1135 1312 19'�' PRESTRESSED N.R. NR NR NR NR NR NR 19�' PRESTRESSED N.R. 148 19�" PRESTRESSED 102 266 348 430 613 am 23a 796 e59 1200 14e7 171e lee 429 e23 ew 950 10M 21W PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308361 454 627 1e0 SM 833 1038 Me 1408 142 373 697 ON Me 943 27-V PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 22'-0" PRESTRESSED IV228 2M 350 428 497 165 550 784 992 120s 1381 1s7 369 fits 669 779 ODD WOPRESTRESSED N.R. NR NR NR NR NR NR 24' 0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 300 418 129 450 654 824 1014 1147 124 1 319 1 455 581 1 887 7M -ALL VALUES TARN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 20% EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING CF 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngrou p.com AA #: 0003325 IL 5.0 BUSDIV. 4 LAT. ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJECT/ 04181.04C-10141 i4[ODEIt 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9)10dX 1 12"HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Gd x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 (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 REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYSAND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOASTEEL COLUMN. MAINTAIN AT LEAST 9" FROM THE CENTER OF THE COLUMN. t 1� CA c CJ3 CA 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. ILI 11 4'-0" LONG 2X SCAB TOTRUSS W1 10d NAILS 0 ; Ali 1 ATTIC I 1 WL FRAMING PLAN SCALE: 1/4" = V-0" C`1T�I7 9 ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWigoup.com AA M: 0003325 >�>ay o m m ID S yQ�� Z 4 ~ 0. I USDIV. &L/OTABBOTT PARK LOT #10 BLK #14 PHASE 4C tojzCTp 04181, 04C-10141 uoaa:e 4EBB "1828-CALI" GANtAGZ aWIHG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE a 24" O/C, SUBMIT SHOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 i NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR MATH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 1/4" alp x 21/4' SHEATHING (12) 78tl x 1 ?NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 8", 8' x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX TO # 1900 UPLIFT (2) SIMPSON NOTE' A PT SYP 02 2' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (18) 10d x 3 �" NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAOAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12) 16d x 3 "NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS WITH SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN FAX: 407.774-4078 SE 2x WOOD FASCIA WITH (4) a' x 5" TITEN HD TO CMU AND (12) 806 CONT POURED LINTEL www.abdesigngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16tl a' x 2 }' TO GIRDER AA #: 0003326 GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH Tx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) ?'x 5" TITEN HD TO CMU AND (18) SOS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12. OTC FOR REVIEW SEE ARCHITECTURAL 2x SECUREDC-(2) SIMPSON FGTR GIRDER TIEDOWtlS WITH AND APPROVAL GALV. COMMONON NAILS. i8d AILS. (2) J" x 5"TITEN HD TO CMU AND (18) SDS 4' x 3" ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SEAM BEENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U.2365 LBS L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 7' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1aSSTYP'CALTRUSS/GIRDER CONNECTOR(S) 5OA1E 34"="a' 2a 2b 2c TYPICAL ROOF SCALE 3/4-i a SCALE:34"=,'-a' GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 214 11.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ () 12d. EA TRUSSES WHERE LSTA12 20 GAUGE TRUSS (DIAG BRACE TO x R ic J 4 W/ 10dxl/2 HOG NAILS COVER 5 TRUSSES) -B ACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING @ EACH END, TOTAL OF 10 SEAMS) PER EL VATION 0'-0"TO 30'-0" (1) W BRACE FLOOR 30'-l" TO 60'-0 (3) W BRACE SECURE 2x PT. PLATE GIRDER eu MAX (wnxp (1) "X" BRACE @ CENTER TO BILK WI12" DIA OR 10'd MAX ryV/Lx4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/T FROM CENTER TO END WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' N PER L NATION '� ,x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32"OC W PRE-ENG FLOOR TRUSS STM.CHORD PRE-ENG GABLE TRUSS SECURE GABLE 7O 218 5/e" GYPSUM BOARD OR 12" HIGH BRACING, SEE p, T. PLATE W! 12d's 8" STRENGTH CLG. BOARD u� PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER § a T REQUIRED TRUSS ENG) OONT. 2 4 SECURED W/ x SECURE TRUSS TO TOP PLATE w/ (2) TOENAILS (2) 10d's @ EACH TRUSS i6tl TO BE INSTALLED HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX DOUBLE TOP PLATE MIN, 7" EMBEDMENT Tr 7r WOOD ROOF TRUSSES 2.4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) t6d x 2-112" NAILS TO POST. POST TO SIT DIRECTLY SEE SCHEDULE FOR lu PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE P7. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. .e. aa• + ix4 BTM. CHORD BRACING 6-9' O/C END WALL OR OTHER CONNECTORS NOT • '..e MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO . e. • 10--0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END ] GIRDER/WOOD POST CONNECTIONS SCALE' 3/4"=1'-a' PRE-ENG'D TRUSS SCALE: 3/4"=1'-a' a C FLOOR TRUSS CONNECTION @ L.B.W. 4 scALE:3a"=r-a' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114•D P USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>�. I' HOLE DIAMETER FOLLOWING BVHDIV. & LOT: ABPARK LOT #10 BLK #14 PHASE 4C PllOJ6cT# 04181.04C-10141 1gODMIU 4EBB "1828—CALI" GARAGZ 8WINa: LEFT 1 PAGE: DETAILS 160 MPH EXP. C < y5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS pT EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES Y1 HOLE EDGE>5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON M10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fi AND F2 FORCES. LA. BTM. HOLE DIAMETER PLATE < 315"0 DBL. STUD ��cRA 38723 DA oz/oa/zz STUD NOTCHING AND BORING LIMITS (—,,-'),ALTERNATE MATERIALS SCALE:34"=1'-a' SCAls: 1/4"=1'-0" nice= S 3.1 A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDCf 2X4 LADDER AT 16'O/C W/(2)16d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAL BRACE W/ (3) 12d Q EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4' TO 30"0" (1) "X' BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)"X"BRACE 0CENTER STIFFBACK AT ALL (2)'X- BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10' HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD \' GALV. COMMON NAILS. TRUSSES 0 24" OK, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'. O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS A W/ HIP RETURN VTCR SPACING (1) AT EA, AND 6'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES PRE-ENG'D WOOD AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM, CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT, PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA, ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6'MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 6'0C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)10Bsa EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAR: 407-774.4076 www.ebdesigngroup.00m AA #: 0003325 0.1 W BU13DIV. & LAT ABBOTT PARK. LOT #10 BLK #14 PHASE 4C PROJECT* 04181.04C-10141 ucaszc 4EBB "1828—CALI" GARAGE ate/ING: LEFT 1 PAGE: DETAILS 160 MPH EXP. C DATE: 02 08/22 scAI,.E: 1/4"=1'-0" s1iEET S3.1B BU13DIV. & LAT ABBOTT PARK. LOT #10 BLK #14 PHASE 4C PROJECT* 04181.04C-10141 ucaszc 4EBB "1828—CALI" GARAGE ate/ING: LEFT 1 PAGE: DETAILS 160 MPH EXP. C DATE: 02 08/22 scAI,.E: 1/4"=1'-0" s1iEET S3.1B wv noon ROOF WIND DESIGN L •" PRESSURES NET(GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONES = 60.50 PSF (70.50) ZONE2.= 60. 50 PSF (70.50) ZONE 3e = 69.BO PSF (79.80) ZONE 2n = 69.80 PSF (79.BO) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 89.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C' RISK CATAGORY: II APPLICABLEINTERNAL PRESSURE COEFFICIENT:-1-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1(40/20),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" 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 20BLOCKING ALL PANEL JOINTS INV VOF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILESTR. SHANK ASTM 10d RING SHANK 2 12" G131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SWANK PNEUMATIC 2 3/8" 0.113 F1807 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 8d RINGSHANKGUN NAILSAT4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, ROOF SHEATHkRO ATTApIf SPACING ZONE 1: 10d NAILS Q 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIEL ZONE 3,3e, 3T. 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELDD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 eemricswuxauu ualso+'oc .,T.P. eorrou lncEs ., 0 £ t3 �o rc 8 TYP. EXT. SHEATHING ATTACHMENT KAFINK VK 1K ROOF SHEATHING —� I, BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 20 #2 SYP OUTLOOKER RAFTER W/BLOCKING Q 16"O.C. IF NO DROPPED GABLE END, ATTACH Zx4#2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2' DECK SCREWS @ 6'-0" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7R1 EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/802A6 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOWMITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWJS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-0O WGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. URANIUM AGGREGATE SIZE SHALL BE SIC.. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE STIOSED TO EARTH ORMATH ER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHWERED 3/4', ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE "IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UJDHRALL UABSONGROI#DWHIS EINDICATED ON ELASTICITY = 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SEPLHI WATHAOFE8IVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W THAG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMAWRK CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS' MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUOTUIRALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPF OF OONSTRLX:TION THFSF ITEMS SOMF OR ALI MAY BE REQUIRED BUT ARE BY OTHERS SYP #Z UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE- SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WATHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTMA446/A446M, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -noncan not TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -nonaoncurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER L ID g W L PROM E CALCULATIONS CA U TIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 0641AI 064M, GRADE 65 AND BE PLACED I N ACCORDANCE WTH THE AG 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. REINFORCING STEEL REBAR SHALL BE ASTM AS I5A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM Am GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. I IV L 40 Psf STARS L E OA D PROVIDE 36"x 38' 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 WTHANSI/ASCE 7 88: 1990, 16 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST W ND UPLIFT' 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED CRAVINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. W ND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS GUIDE FORBEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 4opsf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP CRAVINGS DULL BE REVIEVrED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV 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 WITH 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 WTH ASTM CbO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRLISS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-16 COMPONENT AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' "S" FOOTINGS R SIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING 0C WE E DE PL TYPE'M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB GRADE SHALL, COMPACTED A DRY DENSITY OF AT LEAST THE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL BE REMOVE M MAXIMUM D A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. TREAT ALL BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS}, U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Y A500/A500M GRADE B F = 46 STRUCTURAL PIPE SHALL 3M GRADE BTYPE E OR S F = Y � � Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE NS D IN SHOP. 35 bi TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BE SHALL WASHERSUNDERMETH THE TURNED ELEMENT. BOLTS BOLTSTHE CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SPIV- PRIOR TO THE ADDITION OF PLASTICIZER TIGHTENEDTS IN ACCOTM RDANCEWITH SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE FEQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY 09NDSED TO EARTH fFOUNDATIONS): R FOR CONCRETE EXPOSED TO EARTH AD/ORWEATHER 1-112PFOR 05 AND SMALLER 2PFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR BLASS WALLS AND JOISTS 1412PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER e oc �vw�vr�«rsiwc r A oc . o.clve owl _ _ ExaAndon Eo�r o.c(vT ow) P ooW EwxA EOE"�nox E a rn v opCONTACT THIS ENGINEER FOR SPACING REQUIREMENTS —11 ­.Ase Eo, a Erw. iroc rr ooE asr. yr srxao+�WT III O !BT NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. U MEMBERS ARE NAILED AND Z. MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.BbdelN pWoup.Dom AA#: 0003325 J d svaaiv JTAT ABBOTT PARK LOT #10 BLK #14 PHASE 4C PROJMCTp 04181.04C-10141 No 0 ZIU 4EBB "1828-CALI" GARAGa 8WING: LEFT pAGB: DETAILS 160 MPH EXP. C ROLAM A.ABOUCHACRA AR NO W7W , PRINT 02/08/22 OA'M scA=: 1/4"=1'-0" sIt>�T SN1 ■ r. KAYCAN LTD VINYL SOFT' IT - SOLID AND VENTED WITH SINGLE SPANS INSfALI A71ON ANCHORAGE DETAILS NISOe1JADlL , xKFAOmcr Nn Mai[n[PAIp DfANNlOroGPEM.. 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SrENa�M a A M Nelt�� r W,Le SrAlInrNDf +• Np DESIGN PRESSLIRE ( ) RATP40 AT 10- SPAN (NOTE 2) VLM LDWRfala IIIaT MM NDTEn u+nTllleran+l R FREEAMA 18n11LLFllwna 1R wsEv. ,Y 1Rple a IOEO fAnE / +-a,Ni6 aM]/-u.a N/A AV 3-BNNLa / a41N,Pa .w]/-iD Np W. ,ED. pea SEEIa SbfTR aro +-0pnla / +-pWx6 Nla/-iR1 Ar/ �. _ _a,9 ND. pi4 aeflm aaflrt ,r iRwL . ,wa-o-IexT em fA IA / + IAmMx pNm�!@Y,epDpmwPwa[rE roaPpa axpx/L.�wN�:Lwfup r< mu,ulm ro uaE,Ec�w�L,+NaI[mP(p�[LwEE[�e [FR8803iiE tliq,Y[ Ofp ft� ML IOCF M' Wii WaON q M W W, RIEOIIRIL MPa,08�WRKiPLiD LwBc[N[o v®L nw PRPEcr 9, W f!R M ,mE a ss son : rp Os3ipE fRrnuas K ,r. ,r. ,r Aw ,r. s!e a,aETi a np . Tol, sxMe sPa NsrM,KnxE fa 1w5AMm fLW W CWILNq Np oNLNV[0 eFf OpeAYClldl aE[ aQ! 6 Idl LOMILLRdE OnKd. DP RATINGS AT VARIOUS SPANS DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LETIGii15 F EAVLWDIl18E$PAN$) EY /pNE 4101A/N0.0m110YDfONR Il"1M1[LM40-VENT [fAINO.a@6 T.1. THEM6TK,AYIONM08a 8ECTI01188NOWN 0NM,EElaa N30a �fx:T StlIGLf sPANa fcpeAtiEcoramucrwxoF rapitgOop{AARavJINE3TNEa �TAEviauuiaiaapicpi0Mcc6aE cofs�iu RA�noNawL �Tws �allo��] FA$TLNER PPOWPFMf nTS AND $PAN LMETa ARE MNN TA#", Ta, §EETw$LLpNfNL ANFEifpR pPANLMiD'. V', 13.]!'.H•wNC 18'.. 1 ronTK:Anq, fARERENa LI, FABTQIE lAAftT%TIPL$IELEMNDMER7AMPLQ%Q%T&%LW9 M MEPBM FpRPL1NRCTTVI9VWTRAtE.SEE FMTENEN$GMEDVIL iA$tE G1iTWi &PEEL. :.l PAEFp T EDICMMaPoCNaVOENl6WDIIEA EE MMIELDMGE g8ifpcF98Nw![�aE &FX TO �. MMAWRtlY 40A4aAaaV1 AeelLw �MPixM �„�WL. �m Ixgf lS� OaF .. 68C ALC p.]-� %,7 -63.! .E0.0 >2 LLC«OtF AiC 59.65]p �� aiCOtOLF AiG .1 Sea .68.8 J].I 6a^«DiE LC :8 76 Me ' At. e iC wOaE ALC 4E.7 4E.7 1 -.6 1 37S -3 AQDAJNER WALL O{RNS$SKMGFIMMVMITFNMLInyeTIKNFMtMIII$EMTMAALSLAP= TO T14 Ir Tlla[4fMILpVa1f /Ttl.RLVOIr®!MM REQDRD fAgTElEa EENGga.LeEfAaieNER$CHEXLE TA$LEaNTMa aMEEi. t I rALTF.Fpa 9nM, .AK Cq,NPSNM PFMATANr pnAIINGR DR M MADE pf u�_T—�'T� 3COAa0L08pE8aiwNt WlfP3KLCOYIwieLFYH,N 14 fUaiMTE4A]ENA,B. �•�'ianAaiAl�Mlw FASTENER SCHEDULE Lu]•rpETlna . a No�ap. 1/,. caM"i 'sEwi.'A�.I ,n"n+ Loop Tnr ,/a' N " a' m TYpp 50aI, a M . s M iw,pw xooD ,-1/e' 3/0• NoTm « aENNaE ao 6,pPaRM sxsnAYe aiw,T. m',rop "r`'o"aemrxf"'n"I"otP`i°«Mio w/o NNu �� 79 I65 0 IS 0. 6 I.Sr 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) e5 I 022 �-1 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL "FIT AND TRIM SCHEDULE VINYL SOFFIT !CHANNEL FASCIA SERIES 12- TRIPLE 4 SOLID NO. 0623 SOLID SDI ,2- TRIPLE 4 FULL-O-VENT 1/2- J-CHANNEL 4- FASCM. NO. 0622 VENTED SOFFIT VINYL No. I too ALUMINUM NO. 9700 12- TRIPLE FULL-O-VENT ECO NO. 0639 VENTED SOFFR *41%*_ NE6TAWTRSM $$TAMATIaVF PaVQx a sAm WHIR'6' � m asc«DOLE si] ALC a6.T .fnO �A v Etc«OLE ' a5.a - RA&C•" 55.6 SDA Sat) IL"t 16C«OLE 533 pl ALC ae.3 J>a N a♦^dDaF n.b 129 LC 4T.8 iiC«DIE 4/.] ALC 41.> ✓t7 .3J5 3)S Y BILL OF MATERIALS — — x.xPw • zaRlT - sa TL,mYU a TI¢Y , AIn ORnf1p 1sEns a a.na E>Q NOTt ,o ex san u E ,� a +-�woa - � orpwn a sAar ] • - ffi awn a laan > 5fE NOTE ,o a sNrn , ow[,P . ,-, T-xt rpr Pa,3opN A,n s[aRM,E: L� ON,na N ,.s/r 11.3 wL s,m . >/.• .m3 ,a"a s1rIE ,- I.E EeTnnl sm a p1m a . a fx z1m naa ,o - - z - MIRE aeaD II I• N r —m Nam ana - z . o.4t MN Mma ,p ,rL 18fE1 ® TRIM NAIL INSTALLED THROUGH FASCIA ®15' O.C. MAX 0 STAPLESINSTALLED _""M THRU SOFFIT AT NAIL HEM AND IN VALLEYS FT a5 FASCIA JCHA MAX. DETAIL A FASCIA STAPLES INSTALLED® 12- O.C. MAX ONTO WOOD) IN J.CHANNEL SLOT OR T.NAIL m 17 O.C. MAX. (INTO CONCRETE/MASONRY) BOARD BY OTHERS STAPLES INSTALLED THRU SOFFIT AND JCHANNEL AT NAIL OFFIT tD HEM AND IN VALLEYS STAPLES INSTALLED 0 - 12' O.C. MAX ONTO © (WOOD) IN J-CHANNEL SLOT MOOD BATTEN W 6TAPLES INSTALLED m THRU SO FF IT AND J.CHANNEL AT NAIL HEM AND IN VALLEYS #W' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 2r x t MAX-WII - DETAIL D (D STAPLES INSTALLED J-CHANNEL THRUSOFFITAND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Cl)SOFFIT ®JCFIANNEL-/ }" N DETAIL E J-CHANNEL 6ATTEN STRIP ANCHOR 10J NAIL AT EACH TRUSSUOIST/RAFT ER LOCATION NOT TO EXCEED 24' O C. INTO FRAMING �iRUSS/JO / BY OTHER AANNEL ® '—DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR -a iW NAILAT EACH \ TRUSS/JOIST/RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO STAPLES INSTALLED THRU SOFFITAND JCHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN / O SOFFIT VF2 NSTALLATION SCREW, ® JCHANNEL-ATTEN ATTCHMENTASTENER SPACED 24' AXOC. TAPLES INSTALLED a DETAIL C O.C. MAX ONTO OOD)IN J-CHANNEL J-CHANNEL © SLOT OR T-NAIL 012' O.C. MAX (INTO CONCRETEMIASONRY) CONCRETE/CMU OR WOOD (NOTE 1) BY OTHER 2-1H" BATTENATTCHMENT EMB. FASTENER SPACED 21" MAX O.C. TAPLES INSTALLEDGI 12' O.C. MAX (INTO WDOD) IN 1CHANNEL SLOT OR TNAI L.12' O.C. MAX. (INTO CONCRETEMIASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1; MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEMIASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION VE WIDTH (ROOF OVERHANG) SEE DETAIL'A' J SOFFITS SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END CONCRETE; CMU OR WOOD SEE DETAIL'D' -" SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END SOLID12" TRIPLE 4 • NO. 623 ��{3�(lt�r �(((�i1/��NP' 1 rf31�f�f�� ���4�3[�� *�I� _ � Z EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) R OAL A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 aLME as r N.� Z]AL A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - ViNYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407.774.4078 ww W.a bdesl8n8roup.eom AA A; 0003325 W NOR O Ip OUNDIV. AE MNABBOTT PARK LOT #10 BLK #14 PHASE 4C aOJR cTLIL 04181.04C-10141 MoaaZA 4EBB "1828—CALI" C;AVAGZ SlaNG: LEFT 1 PAGE: SOFFIT DETAILS 160 MPH EXP. C GENERAL REQUIREMENTS: • HARDIESOFFITO 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 /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT IH TPr.HNlrAl QI IPPCIRT 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 1" 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 IBC 2304.9.5." FIGURE 1 FIGURE 2 FRAMING MEMBER MODERATE CONTACT -.lal IAI H-JOINTER LEAVE APPROFnIH I c GAP AND CAULK NG ER BATTEN FRAMING MEMBER ING .ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT •I I• 1" FROM END OF SOFFIT 3/8" FROM END • I I OF SOFFIT I I FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT •I I• o I N Iip suDDIV. & LOT:ABBOTT PARK LOT' #10 BLK #14 PHASE 4C IIOJtt.cTM 04181.04C-10141 MODMU 4EBB "1828-CALI" GARAGN 8WING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ffrATSW- r A. ASOUMiAM AR NO W70 DA 02/08/22 scALX: 1/4"=1'-0" altm T S D2 " I V FDF- `I592 j7R �o r4or� n 5 �- F WSA VCV4� 79 0 Sck,il Caover t,.N 44 M ft