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HomeMy WebLinkAbout7718 Wheat Stone Dr�2_!F�3 99 6 r FR s�,j i 1 1828-4EBIB-CAL19' 3501 RIGA BLVD, TAMPA, FL 33619 Tel= (813) 549-1967 Fax. (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA FL 33619 TEL: 813 549-1967 V o FAX: (817) 302-3134 / DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F ��Al��s •F'LORIDA BUILDING CODE, RESIDENTIAL,, M EDITION (2023) •Ais LOCAL AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH •EXPOSURE - C •1-STORY RESIDENCE - .2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV ABOVE. LAV, AVATORY A/C AIRCONDIHONING LUM. LUMINOUS A�X ADJUSTABLE Mci MANUFACTURERDT AMP. AMPERAGE MEN. MINIMUM Bn. BOARD MT METAL THRESHOLD GL C LATER LINE MID MoUNFED CAB. CABINEI MTL METAL CLGCEILING N.T.S. NOT TO SCALE C.R CLEAR UC ONCLNTER CONIC C- CONCRETE RPET PL. PROPi B[nro� CT CERAM HE PII PHONE D DRYER PL.T PLATE DEL. DOUBLE PLYWD. PLYWOOD DIA n1,MEAL TERZED PT. PRLSSURETRPIED DIM. DIMENSION R. RISER DISP- DEPOSAL RA. RADIUS DP. DEEP R.A.G. REnmN Atli GRILL DR DOOR RER REFRIGERATOR f)S. DOWNSPOUT RM. ROOM DTI,. DETAIL RO. ROUGH OPENING DW. DISHWASHER sc SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ILEV. ELEVATION RE SINGLE HUNG LQ. EQUAL SF1I SHEET rXI-I EXHAUST SHIHG. sFIEATFRNG EXT. EXTERIOR SFIWR. SHOWER IGn�x. FIXED GLASS SIM. SIMILAR 1 G. TIME, GAS SL. SIMILAR N. FINISH SL.GL 3LiDINGCLASS FLR, FLOOR STD. STANDARD IL JOR FLUORESCENT SIT) SHIP R WALL FR. DR FRENCH DOOR SECTION LTG. FOOTING TEMP. TEMPERED GLASS GA GAUGE THE. THICK GAR. DISP GARBAGEDISPOSAL T.O.C. TOP OF CURB GI:.1. GROUND -FAULT CIRCUIT T.O.P. 1'OP OF PLATE IN-IERRUPTER T.O.S. TOPOFSLAB GLGLASS TYP. TYPICAL . GYP. BD. GYPSUMBOARD UN.O. UNLESS NOTED it HOSE BIB OF14FRWI SE HC, HOLLOW CORE V.P. VAPOR PROOF HUR HEADER W WASHER HOT OR HT HEIGHT W WI41 INSUL.. INSULATION WD. WOOD042621 INT. INTERIOR WDW. WINDOW w.� WROUGHT? ON DATE DESCRIPTION 0126A6 CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION 01A5118 2011 FBC UPDATE PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG Cl—COVER SHEET GN— GENERAL NOTES Al —FLOOR PLAN /� `{ 1 A2C—ELEVATION " ,� t. i"t {•-'{.xf 'A'1 E 'i PC'Or��f`R11�1 Al CORK SKI_'. C � N PI—PLUMBINGL 69 t 9 f �,�i,`�p FrLt RI CIA BU i )' Gi�- Ml—MECHANICAINA 4U rv?AL ELL•CTRIu Ck`)D ' Dl—DETAILS li ¢.�f''�" �•'„�-' �.-:`�.b�. 4 r D2—DETAILS pry D3—PRODUCT A��F"11�V WA1—WALL ASSEMBLY DETAILS hN } WA2—WALL ASSEMBLY T p�3 , '• ' 1 r WA3—WALL ASSET MBL I, pp . 4^ .« '.,,m=•� WA4—WALL ASSEMBLY `�I�� GG WA5—WALL ASSEMBLY 15 aSI- 1W8 WA6—WALL ASSEMBLY-y" S 01A618 CD'5RE-155UED 02 46 SIDING ELEVATIONS ADDED 0326/IB CD'SRE-ISSUED 04/I9/IS FOOTING REVISION PER M. BONES 0621/I8 CD'SIRE-I SUED 02/I9/19 ADDED CURELESS FOOTER AT GARAGE DETAIL CFORf MYERS) 02/22/19 PLAN MAINTENANCE 0328/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR N O •93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �.�1 S Pl. (��i� ��1 Q' P 1 CAL1 1J 0424/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAT50N (MEI_SJ 0424fl9 REVISED HVAC VOLUMES ON SQFt CALC SCHEDULE IMELB.I LIVING Ia2aSQ. FT, GARAGE 430 SQ. FT. ENTRY 16 5Q. FT. LANAI 8a SQ. FT. TOTAL 2362 SQ, FT, 06n2/19 ADDED 'EXTERIOR MONO DEEPFOOTER'DETAIL I2/61.1ArORL) 0621/19 ADDED LED LIGHTS s KITCHEN r BATH PER BOWES 0T/19/I9 ADDED STONE OPTION ELEVATION C 1 p CTAMPAI 09/IVI9 ELEVATION 'G' SIDING -ADDED LOUVER e GABLE ROOF 10/25/15 ADDED CPT.8.O' CEILING HEIGHi5 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/01/20 REVISE EWAVENT RADON PLAN DIMENSIONS 0410920 OPT. 8'-0' CLG. HET.• ADDED LED LIGHT IN FOYER O4/0920 OPT. 8'-0' CLG. HET. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/M20 ADDED ELEVATIONS 'L'4'M'(ORL) STRUCTURAL SHEET DESCRIPTION 01/15/20 ADDED ELEVATIONS TiG'-'MH'-'MS' /ORL) PG SI—FOUNDATION PLAN PG SI.IA—DETAILS PG S1.2—DOWEL PLAINT PG S1.2A—DETAILS PG S2—LIFT BEAM PLAINT AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD 'TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SN1—DETAILS PG SDl —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) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION- AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/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 ONSTRUCTION BASED ON THE DRAWING SET. 01/012I 2MOFeCUPDATE 03/03/21 ADDED 5CFFIT DETAILS ADDED EL£VATIONS'N' 4'0' (ORL) 042121 ADDED STONE OPTION ELEVATION 'Yi' (MELEiOURNE) 05/0121 ADDED ELEVATIONS'P' 4'0'(ORL) 05/I921 ADDED DEN OPT. (TAMPA 4 FT MYERSI 06/1021 ADDED 20'FOOTER OPTICN(TAMPA) 11/0221 ADD FRENCH DOOR OPTION 03/0821 ADD COURTYARD OPTION 03/OM3 ADD PAVERS OPTION (TAMPA) 04A223 ADD RECESSED SHOWER IN BATH 9 OPT, 01/01/23 2023 CODE UPDATE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes igngro up.com AA #: 0003325 F W y 4 9 c w OQ Q o a 0 a a a 0 a I'd O SUBDIV. ac LOT: BBOTT PARK OT #36 BLK: I PHASE: 3 PROJECT} 04181.003-36012 MODEL• 4EBB 1828— CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C eA NO PRINT 2419 DATE: 02 / / SCALE: 1 /4"=1' — O" SHEET GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 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 AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4, NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. , DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED(WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. MIL CONSTRUCTION PERMANENT MEMBERS ARE COMPLETELY INSTALLED. C U S PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH v AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL THE FBCR TABLES 2903.1 & 2903.2. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2, AS PER SECTION R302.5.1'. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1 ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES.' EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-C1063-18b & ASTM-C1787. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. 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. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w a � w o Qe a a0 a Y m O SUBDIV. & I.7- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C ,jr NO PRINT 02 19 24 DATE: SCALE: 1 /4"=1' - O" SHEET G N ri. I I rt- 3 Ile I C2) 3052-5H EGRESS -i ----------- - m aLm c�i� - ROOM ' I B'-V CLG. I - � I I _- ' 6068 S.G.D. I DINING I �'. FLAT H DR ROOM 2X6 8'-0' CLG. I i>---- I _ WC I 1SH - ----C w1.C. W 8' 0 as �. n, YJPTI: I IREF II 'DUl L----I SINK IR-ISH , -- 3- b24 i- i��- s6B KITCHEN CLGx V LAUNDRY ?g FLAT PAN. b RANGE b36 NDR m ,n 8 '_O !- - -o - - Alp, OF. 47 i �yiig 3-SN V_�, ,�• ____ =N �.• I� � m GIIIv B 50 v mw - IIy HDR a o�F ' In BEDROOM#3 N a, rt III AFT. FAQ/C R A� W-O'a& a _ MT. & �' BEDROOM #1 8'-O' CLG. a'-O" G. ? v, a � BATH #1 V-v as a o r 36'x60° BEDROOM #4 W-V CLG. -a v NI I 6,_ =N a) _ - m �HUI I_ - ° FLAT H A-TT-C-"-- I AGGSULAv. L m >10 AFF. II �n BOLLARD - n� BATH #2 'e AS REQ. - — v CLG, PER BLDG. CODE -- GARAGE v. R FOYE FO ER BEDROOM#2 T 61 8'-O' CLCL - C2) 3052-5H ti I EGRESS IID 3 ENTRY L ARCH 16'-0'X7 -1 E - - - - - - - - - - - - FLOOR PLAN SCALE: 1/4' = 1'-0' EXTERIOR MASONRY WALL BRG. HEIGHTS 0 10'-ID' BRG. IID -8" BRG. IN SQ.FT. CALL. S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY I6 50. FT. LANAI 88 5Q. FT, TOTAL 2362 60, FT. COWONBIT AND CLADDING WIND LOADS SAW WIND EXPOSUE FOR 3 SECOND GUSTS GPENN(B $WARE ZONE lw 1PH MIMD ( t1 REMARKS AND TYPE DOTAGE MIN. WINDOW 10 5 33b/-44.5 CRITERIA EXTERIOR SWING 20 5 32.1/-41.5 DR. MIN, CRITERIA S.G.D. / FRDR 41 5 30.5/-38.8 MIN. CRITERIA 16070 O.HD. 112 5 28.1/-31.5 12"xl2' SOFFIT 1 5 33.6/-44.8 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE OOIW/23 I TOP PLATE BAR DETAIL A NOTE O. _ CIM. /ARIES m HDR. DTL. B SCALE: 112 = 1'-0' ''-a' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID r DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. --- - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. ---- -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" (35 MM) IN THICKNE55, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w y a V w 0 V V m Cl o cl o 0 � m C m c 0 r c c 0 2 O SLTHDIV. & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003- 36012 M0DET- 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C If fk 4. AI NO PRINT 02 19 24 DATE: SCALE: 1/4"=1 ' - O" 9FIEET Al 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w R 0 C �00 9 A sysnsv aLOT- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003- 36012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "C" 160 MPH EXA. C I M< eAI NO PRINT 02/19/24 DATE: SCALE: 1/4"=1' - 0" SHEET A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1251 OUTLET 20 AMP 51—LE POLE IIOV OUTLET IIOV OUTLET Irz OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUIIIFRED C D FAUL NTERJSRTA)PER 515TANT TYPE) 2201 OUTLET ra) WIRE CONNECTICN WP EXT. GROINTERRUPTER UND T OUTLEATERPP.00F SWITCH SWITCH 3-WAY OPER. SWITCH A -WAY OPER, ^W4 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT ©� LED vAPOR PROOF LIGHT O VP FROG LIGHT %1 RECESSED CAN ©1 LED RECESSED CAN VENT. FAN I CFM PER SQ. FT. v/LGHTEN','T- w I CFM PER 50. FT. ANITY LIGHT 11xTURf (SPECS TEBY BUI ER)) PANEL OWN METER • S.D. SMOKE DETECTOR @PS.J �'KJLS J3YK lAS Bdl'K- l� TT BAff -l-UP W/-UP W/ ® S/GO CARB(.N MQVO `aM� DETECTOR OR _,,, N INTER- FER-CCN.'ECTED SHALL GLT'IEO TNEN EA DIRT. OF Not LE55 0 CHIMES PENDANT LIGHT 1� N/ NATURAL GA5 OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION BONRCE TO BE ELEVATED DISCONNECT AIR CONDITIONING To E 21 ' UN.O. A/C D I6CO .- SEE THIS 6NE T TELEvI51ON JACK CEILING BOX REQUIRED TO BE SUPPORTED IN O J-OOx AccaRDM10E W/ BOx MAM<E AS SUCH FOR INSPECTION CEILING BOX REQUIRE CEILING FANLIGHT TO BE '.-UPPORTED IN ACCORDANCE W/ BOX MARKED A6 5JCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 1. INCANDESCENT LIGHT STRIP FLOOD LIGHT P.B. PUSH-EUTTON FOR CHIME5 •4�;_ U6B PORT LOCATION OF TV JACKS < PHONE OUTLETS I FAN5 TO BE VERIFIED s HOMEOLLNER PRE -CONSTRUCTION MEETING, T F TH EDITION4 NEC2 ALL 15 i 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN, CAPACITY OF 50 CFM INTERN IT7ENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDER5, WIRING METHOD SHALL BE NON METALLIC CABLE. THE RECEPTACLE FOR A E ILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE CC PIED BY THE D16HWAEHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED PROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEAIN6, SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UN176 511ALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD). ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM(5) RECEPTACLE OUTLET(6) RE= RED AND ANY COUNTERTOF AND SIMILAR WO RC SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. AT LE45T ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGE5 WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. I I�IJ1- — — — — — — — — — "� 1 •�_== _" -- — _.IJ", IIJL ILA _�' _�,I LANAI _ CEILING Lt1ll MTD_ LIGHT LIVING ROOM TO BE PRE -WIRED'. INSTALLED, CLG FAN �:Q 1 BDRM. PROVIDE 1 PRE -WIRED # J-BOX FOR q.., OPT. FAN \\ GGFI CLG FAN _ _ > DINING j / PREG FAN ROOM s I 1 C2J OUTLETS $WITCH IN _CABINET _ ,cl 7 ; / i ' �IIF. GFI - GFI BATH #1 I "� --� — — — GFI GFI 59.LC, \ II REF //; _ X �;I\ OUTLET--_----\\h / I \ L L L FOR I ,SINK � DW KITCHEN 8 LAUN \\ \ RANGE I . . _ ... _� GFI '� O GFI 1 ILp ��, J f'_II Hoop WIRE W/ %. i I\�\I =LI�� L1c7�JJJ �\ BD�# UII OUTLETFOR = �I FUTURE MICRO / fi" O ® I 6/CO 4 D. ,�/�q�. I O PRE -WIRED -,' BDRM #3 ll-H:I� _ - CLG FAN A/G CLG FAN -- -- 1 ^.. GFI g I B. FOR AFF. 4- P GARAGE DOOR \ LARD I � _ 1 L/��Vp-` _ _ J PER (_LCJ L CODE L..I �I l�' BATIK2 �. ''. ® A \\ WALL MOUNTED LIGHT W/SWITCH IN ATTIC GLGI I /� 1•+ KEYLE55 OUTLET BDRM #2 T��-\ / FIXTURE w ITT kk Q L FOYER a `A0 - IRRIGATION OUTLET 1 � ENTRY 4aAFF. GFI GARAGE PRE-WIRED CLG FAN GFI HI li El \ — — — \ _ _ ____—_--_.__----.-- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' METER FIELD VERIFY LOC. I I LED LIGHTING SINGLE LAV. BATH 2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR BTH EDITION (2023) LOCAL CODES, AND ALL LOCAL POWER COMPANY REOIIIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/7HUN UNLESS NOTED OTHERWISE. PCCER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1-1/2 CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLE65 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, I I I � I I I I @ I I � I I I S LED LIGHTING C DOUBLE LAV. PROVIDE 3.2/0 CU, THUN . IA& CU IN 2' CONDUIT OR 3 W/0 AL, THWN . 1% CU IN 2' CONDUIT OR 2/0 AL. 5E.R (CONDUIT TO TERMINATE 450,E SOFFIT s OVERHANG.) COMB IN4TIQN SERVICE B0 AMP DISCONNECT SWITCH AND 120/i40 VOLT M ELECTRIC METER IN P1-IASE NEMA 3R ENCLOSURE MLO PANEL 150Al1P MG TELEPHONE SER✓ICE CABLE iELEVI510N ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE P15CR 6TH EDITION l2033). 5/5" CIA X B FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w y y p � � Q HLLLL�11 pwp N 01 n a Q In O SUBDIV. & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN IIIII MPH E . C RQI AND A. AE10 A AR NO PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' - 0" SHEET El 2' VTR 2 /I 2KITCHEN " VTR SINK // I \���-I I/2" W/ AUTO VENT 1 I/2 12' jl 1/2i'�I TUB LAV 2 LAv I 2' 3 0-1 Luc; 3° 3' 3^ g 11/2SHWR I 2, WASHER 2� To 1AIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 = l'-V 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-0078 www.abdesigngroup.com AA#: 0003325 F w o B K o a @ � V 11 cl UCl 0 Q Q 4 Q Q ¢ O 0 e v 9 0 = 0 m 0 9 m O ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT} 04181.003-36012 MODET- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C LAND.ABO RA � NO 93723 � PRINT 02 19 24 DATE: SCALE: 1 /4"=1' — 0" SHEET HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE56 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 6 MASTIC. AND INSTALLED AS PER FBC 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION &03. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5, ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, HS ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 603 6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION (2023) MECHANICAL CODE &031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 51MILAR BATHING FIXTURES 5HALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 8TH EDITION (2023) 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'5 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS 5HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 8TH EDITION C2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY r O LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING EXTERIOR WALL -- AIR RETURN PLENUM �= SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES a AIR HANDLER ! 3/4" PVG CONDENSATE DRAIN LINE EVAP. TRAY l PVC SLEEVE TO LINES BELOW SLAB _-- REFRIGERANT LINES TO PLATFORM RETURN -�Z' CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE .�IN AN -PROVEDEDITION DRAIN, ) PER -FBGR 8TH EDITION (2m23J MECHANICAL BLDG. CODE SECTION 3072.4 HVAC DRAINS 5CORIATED NICKEL BRONZE FL. PL BRASS PLUG IN51DE CAULk FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC INV- SEE BITE PLAIN FLOOR SLAB CLEAN —OUT (TYPNT) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT C/A OUTSIDE AIR THERMOSTAT PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16"X2' TAPCONS UNIT 61MPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB �8X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG - - "- SEE SPEC. ter: I'-e'Xs' CON.. FIN. GRADE OR PAVING NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.PE. ELEVATION. (-D - - - -_.__..— - - ❑ h - - LANAI 14X14 14XI4 BDRM.#1 LIVING ROOM = J DINING ROOM 12X& 8' h 8' r 12X8 ° 6 Imo. 12X8 J - 4' 4 T BATH FM # 1 Cm - -- r;-- W.I.C. ro� KITCHEN LAUN.; O— BDRM.4 I'. 4' DRYER V.T.R. VOX& X S� BDRM. 3 �_ lOX6 Im - i I L7 4 ICFM 8X4 11 --jIl BATH #2 4X6 _ - 8X4 _ � r' GARAGE IOJX6 FOYER -ITTING OR BDRM. 2 =XTEN510N TO SOIL 7R WASTE 45 REQUIRED ��ill Ili TESEE PLAN NEXT. GROUND CLEAN —OUT (TYD NTS mmmwm-�m a —ENTRY MECHANICAL PLAN SCALE: 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w y d w _� � o � u !�i � n m= a o a a k m A SUBDIV. 8a LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 M0DE1- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C NO PRINT 02/19/24 DATE: SCALE: 1 /4"=1' — 0" SHEET mI 2X4 TOP PLATE PER FLR PLAN PRE-FAB TRUSS I/2" CLG. BOARD 1/2' DRYWALL NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE SECURE BT, \ I siuDs msa^ THAN 16" O.C. OR, NOT PLATE TO SLAB w/ IOC MASONRY O.C. LESS THAN 2x6, WHERE NAIL m 32' O.C. SPACED NOT MORE MAX THAN 24' O.G. CONC. SLAB 0'-0' FIN. FLR. (a)TYP. INT. WALL (NON-BRG.) 1�1D 1 SCALE: 3/4'.I'-0' 35/S'OR5 1/2' DRYWALL 13/0" TOP CHANNEL (25 GA.) I 12' DRYWALL 3 5/5' OR 5 3/5' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/5' OR 5 CABINETS AND TUB/SHOWER 25 3/8' BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS I GA.) SECURED TO BE SPACED 16" O.C. AT 2ND TO CONICFLOOR WALLS ADJACENT TO FLOOR W/ 3/4" STAIR WELLS AND BATHROOM PAP d TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD— ,. SCREW —RNI5H FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS ( NON- BRG. ) D1 SCALE= 3/4'-1'-0' FI5ERGLA55 SHINGLES WITH UNDERLAYMENT AS FIBERGLASS SHINGLES PER FBCR 905.1.1,1, WITH UNDERLAYMENT AS ROOF SHEATHING PER FBCR 2C23 905.L1.1, THICKNESS A5 PER ROOF SHEATHING SHEET 5NI- THICKNES5 AS PER SECURED PER SHEET 5NI, SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD PER,ELEVATION_ /r /';I REFERENCE STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-vALUE5 -- REFERENCE STRUCTURAL MTL. DRIP EDGE - -- MTL DRIP EDGE — PER ELEVATION - - 2x FASCIA PER 7' P 2x FASCIA PER ELEVATIONS Oti R-4.1 INSULATION _ ELEVATIONS VENTED 5OFPIT _ VENTED SOFFIT WINDOWS AND DOORS BE INSTALLED AND AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS - WRITTEN INSTRUCTIONS - REFERENCE STRUCTURAL _ - - Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND I/2° THICK, 2 GOAT PORTLAND STRIPS a 24' O.C. > DEMENT PLASTER APPLIED DIRECTLY TO MASONRY CEMENT PLASTER APPLIED _ 8' CMU DIRECTLY TO MASONRY _ 1/2' GYP. WL. BD. z .� - 0 -0' FIN.. FLR, - -._ WOOD 5A5E { - .__. - _ 0'-0' FIN, FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER A5CE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301,13 AND 16095.1. n W/ WINDOW OPENING n TYP. WALL SECTION H NO OPENING (-4--�1-STORY HIP BLOCK WALL D1 SCALE: 3/4'=1'-O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 305.11.1 OF THE FBCR 2023 STH EDITION 15 •4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FASCIA NOTES: I.' ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R1043.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-1/4' X 0,OE>T X 0.171 HEAD DIAMETER) FOR A 2" X 4" SUBFASCIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. CAULK AND SEAL �Ga6 urg i' P.G OIEEVE FOR 648 LINE a' rnu W70D 648E 2B GAS LINE THRU BLOCK Dl ScnLe: Irs•.r-y: FIBERGLASS SHINGLES—\ WITH UNDERLAYMENT AS PER FBCR 2023 905-IJ I. ROOF SHEATHING THICKNESS AS PER SHEET 5NI, SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THIGKNE55 AS PER SHEET SNI, SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP 5CREED 2x P.T, SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--�— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. - - 1- ' - I __. 0'-0' FIN. FLR. ROOF SHEATHING THIGKNE55 15 ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1, W/ WINDOW OPENING n TYP. WALL SECTION U NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: CORNER BEAD 1/2' THICK, 2 COAT B' CMU SEE PORTLAND CEMENT / STRUCTURAL FOR PLASTER APPLIED DIRECTLY TO / REINFORCEMENT 14RY ,- 2x6 P.T. WD ATTACHED TO FILL J. h..Y CELL A$ PER PRODUCT APPROVAL REP. —5E4L4 T / BACKER ROD b —WEATHERSTRIP Ix M-LDM ALL AROUND (B Y GALV. STEEL --- ---- _�� TRACK 5R4CKET6 DOOR MANUF.) F48TENED TO WOOD JAMB PER I PRODUCT GALV. STEEL--+_ APPROVAL REQ. VERTICAL TRACK ,MN. -ovERHEAD DOOR BY OTHERS BY MAF. SLIDE? FASTENED TO TRACK BRACKETS Rah W/PRODUCT APPROVAL REO. s GARAGE DOOR JAMBS D1 SCALE: 11/2"=I'-O' FIBERGLASS 5HINGL£5 2X4 5PF 24" O.G. MAX. WITH UNDERLAYMENT AS SECURE W/ (2) 12d NAILS PER FBCR 2023 905.1.1.1. O EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THIGKNE55 AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE 5TIFF5ACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL, DRIP EDGE PRE-ENG WD. TRUSS ELEVATIONS 5X 2x FASCIA PER �H %._ - ��ER ELEVATION - ' / V/%' VENTED SOFFIT CONT, 2x RAT RUN SECURED PER /f a I: STRUCTURAL DETAILS / WALL SHEATHING 5EE ENERGY CODE FORMS FORD THICKNESS AS PER -j INSULATION R-VALUES " ,I SHEET 5N1. SECURE PER p _ _ - --fir-------PER ELEVATION ----- . FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2" ON SHEET 5NI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS R-4.1 INSULATION WEEP SCREED WINDOWS AND DOORS C 2x P.T. SECURED PER SHALL BE INSTALLED STRUCTURAL DETAILS AND FLASHED IN _ -- ACCORDANCE WITH THE FENESTRATION - -_ _ MANUFACTURERS WRITTEN INSTRUCTIONS i-_ EFERENCE STRUCTURAL Ix2 P.T. FURRING -� -= STRIPS O 24' O.C. V CMU 1/2' GYP, WL, BD. _! WOOD BASE NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 00F,1L1 OF THE FBCR 2023 STH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR A57M D486 3 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E www. b&,I group.c0m AA #: 0003325 w w y d K _ sL w o o o 0 � a flt m q ¢ a 0 � 0 a 0 Q 5! m N H J- --I SUBDIV. & LOT. ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C NO PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' - O" SHEET I ------ T-1 I I - --- — __ -. _ _. - - --- lT - I i II TOP: - 2X6 PT, a CENTER OF DOOR HEADER SECURED W/ (1) 12' X 8' J-SOLI W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8" WASHER 4 NUT OR W/ (2) I2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT - W/ 2' X 2' X 1/8' WASHER 4 NUT c I J TO SILK W/ I/4' TAPCONS 1 12" EMBED., 8' O.C., 4' END DIST., 1 1/2° EDGE DIST. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' X 2' X I/8' WASHER 4 NUT. ll> WITHIN el' OF TOP, (1) WITHIN 8' OF THE BTM, f (3) EVENLY 6PACED. NOTE5: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRJCTIONS ARE MORE STRINGENT GARAGE DOOR %1_�BUCK ATTACHMENT p ac4�E vz'•r-m. 3/4 PT SUCK 1/4, 5NIM , I lJ y 1 T INTERIOR EXTERIOR 3/4"X9" RECESS ' 3/4" BUCK CONNECTION PTO BLK DETAIL 2X4: CEO SECURE TO BLOCK W/ TAPCONS (MIN. SHANK 51ZE ,145 MIN. HEAD SIZE .30 MIN. EMBEDMENT 111 WITHIN 8' OF EACH END 4 IS, O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/(2) 3/11 TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' OG. MAX $PAC ING, 2XB: SECURE TO BLOCK W!(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -100 MIN, EMBEDMENT 1 114'1 WITHIN 8' OF EACH END 4 IB' OC, MAX SPACING. - NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') B' CMU 12' DRYWALL ❑ CELL TO BE POURED D SOLIW/ 1,500 P51 CONCRETE REINFORCED W/ (I) , VERTICALLY I'X4' P.T. NAILER _LCDOOR 1/16' O.S.B. X 4' MIN, CASING DOOR JAMB OR WINDC4U ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB PTO BLK DETAIL 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ 5ECURE TO BLOCK SECURE TO BLOCK W/ 3116' TAPCONS (MIN, W/3/16' TAPCON5 (MIN. 1/4' TAPCONS (MIN. SHANK 51ZE '145 MIN. SHANK SIZE 145 MIN_ SHANK SIZE .145 MIN. NOTE: HEAD 517E 300 HEAD SIZE 300 HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN, EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4") INSTALLED AND FLASHED IN WITHIN B' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 4 18' O.G. MAX END t 18' O.G. MAX END 4 18' O.C. MAX MANUFACTURERS WRITTEN IN6TRJGTICNS. SPACING. SPACING. SPACING. 2X6: ® 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/I6" TAPGON6 W/(2) 3/16' TAPCONS W/(2) 114. TAPCONS (MIN. (MIN. SHANK SIZE 145 (MIN. SHANK SIZE .145 SHANK SIZE 145 MIN, MIN HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD 51ZE .300 MIN, e' GMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 I/4') EMBEDMENT 1 I/4') 12' DRYWALL WITHIN 8" OF EACH END 8' CMU WITHIN 8' OF EACH END B' CMU WITHIN 8' OF EACH END g' GMU t IS, O.C, MAX SPAG INC. 4 15, O.C. MAX SPACING. 4 16' O.C. MAX SPACING, 1.4 PT. OR 5/4'X4" MIN, 1/2' DRYWALL 112' DRYWALL 1/2' DRYWALL SECURE THRU FRAME 4 °X4' 2X8, ® 2X8: ® 2X8: ClEtl EXTEND I-I/4' INTO ❑ PT. NAILER SECURE TO BLOCK ❑ I'X4' 5ECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK 1'X4° BLOCK W/ $/I6' WI(2) 3/16' TAPCGNS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER W/(2) I/4' TAPCCN5 PT. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/16' 05.8. X 4' MIN. IMIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 MIN. HEAD 5IZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 7/16' O.S.B. X 4' MIN. MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') DOOR CASING MIN EMBEDMENT 1 1/4') MIN. EMBEDMENT 11/4') MIN. EMBEDMENT I-I/4' WITHIN 8' CF EACH END WITHIN 8' OF EACH END WITHIN B' OF EACH END DOOR CASING WITHIN 8' OF EACH END DOOR JAMB OR WINDOW t IS, O.C. MAX 4 I8, O.G. MAX 4 IS, O.C. MAX t 18' O.C. MAX SPACING ATTACH TO 2X PER SPACING, DOOR JAMB OR WINDOW SPACING, DOOR JAMB OR WINDOW SPACING, MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS, MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 51-IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �DOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8" OF EACH END 4 IS' O.G. MAX SPACING. 2X6: cErl SECURE TO BLOCK WR2) 3/16' TAPCCN5 (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' GMU 4 18' O.C. MAX SPACING- 12' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T, NAILER W/(2) 3/16' TAPGON5 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4") WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +1 1/2" �WIN�OW TO BLOCK +1 1/2" NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +1 15/16" BOW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS, O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/1W TAPCON MIN. 1-114' W/(2) 3/16' TAPCONS (MIN, SPANK 51ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 18" O.C. MAX SPACING. 1/2' DRYWALL 2XB: SECURE TO BLOCK 1'X4' ❑ W/l2) 3/I6" TAPCONS 11. NAILER (MIN, SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN B" OF EACH END t IB' O,C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" �WBQDOW TO BLOCK +2 1/4" NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +3" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: ® 2X4: cm SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS IMIN. 114' TAPOONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 18' O.C. MAX END 4 10' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED ON OUTSIDE t SECURED 2X6: ® THROUGH NON-STRUCTURAL 2X6: CM THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/I6' TAPCCN MIN. 1- 1/4' SECURE TO BLOCK 3/I6" TAPCGN MIN. I-I/4" EMBEDMENT INTO BLOCK. I/4' S (MIN. EMBEDMENT INTO BLOCK (MN_ SHANK SIZE .1S (MIN SHANK SIZE .145 &HA .145 SHANK 5IZE .145 MIN. SIZE MIN. HEAD SIZE .300 HEAD SIZE 300 MIN, MIN. EMBEDMENT 11/4') e' OF EACH END Ly 8. cm EMBEDMENT 11/4') WITHIN W OF EACH END S. .1WITHIN t IS' O.G. MAX SPACING. I/l' DRYWALL 4 11 O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' 2X8: ® El I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/IS' TAPCONS DOOR CASING W/(2) 1/4. TAPCONS I" P.T. X 4" MIN. (MIN. SHANK SIZE .145 (MIN, SHANK STYE II MIN HEAD 5IZE 300 MIN EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. HEAD SIZE .3000 MIN. EMBEDMENT 1/49 DOOR CASING WITHIN 6' OF EACH END MEMBER W/(2A2d WITHIN B' WITHIN 8' OF EACH END 4 15, O.C. MAX OF EACH END 4 6' TO B' O.C. MAX 4 16' O.C. MAX SPACING. SPACING. DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACTURE5 DETAIL5. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" E ��IND�OW 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y � K � � Wcl o �a < a a 0 a p a 0 StJHDrv. & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLAND A. ABOUCRIACRA L AR NO 93723 DATE: A02/19/24 SCALE: 1 /4"=1' — O" SHEET D 2 CODE DE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VOERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 14634.3 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16300.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL- #1105 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 824$.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1123 2023 FBCR 12/31/2035 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 10531.20 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544.1 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 41886.24 Ml WINDOWS & QOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 4/12/2027 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 41586.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOORw/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO UZO ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 DAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 LAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 LAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 LAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310.1 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41775 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188.1 MID -STATES ASPHALT &CANT STRIP, INC. ROOFING UNDERIAYMENT 2023 FBCR 11/2/2025 41586.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:OS/30/2424 WWW.FLORIDABUILDING.ORG CONTROL DATE:OS/30/2024 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774Fi078 FAX: 407-774-4078 www.a bdesign grou p.com AA #: 0003325 w W a 6 �n000sa n fl A n m o � a a4 eR o a 0 0 B N sysa;<v. ae ABBOTT PARK LOT 36 BLK 1 PHASE 3 PROJECT 04181.003-36011 asoaar..: 4EBB "1828-CALI" GARAGE J9'NING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C JD ix AA 3/30/23 BHEET NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF W 9 VERTICAL LAPS (ROLL ENDS) e 6' m HORIZONTAL LAPS. ALL SEAMS NEED TO BEvx- LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHIN PREFORMED CONTROL JOINT d' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS TO PLASTER BE WIRED TIED TO LATH 6 V WRB LAYER 2, FORTIFIBER / \ O.G. MAX (VERY). NOTE: DO BUILDING PAPERNOT FASTEN CONTROL JOINT TOWALLEVENIFSTUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATHW LEG MAY BE USED TO TEMP. FASTENED ®T' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS X X— DURING INSTALLATION �'• WIRE, LAYER M, METAL LATH FASTENERS TO BE SPACED STUCCO WRAP ® T' O.C. MAX VERTICALLY WOOD SHEATHING / 777 // UIRB LAYER M, t V\ jJ STUCCO WRAP BE L -L WRB LAYER '2, FORTIFIBER BUILDING PAPER LATH SHALL NOT BE CONTINUOUS 'IN.e II 5 THROUGH CONTROL __._ _...__ ._____. -_-_-. .__ y.. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER ASTM C1063 PROVIDE 2X4 BLOCKING _ PLACED FLAT MAX. 6' TO 6' FROM CONTROL JOINT WHEN APER LAP CONTROL JOINT FALLS ON SC NOTE: \ STRUCTURAL STUD ALE: I I/2'=1'-0' 1. FASTENERS FOR LATH TO BE NAILS OR �STAPLES IN COMPLIANCE W/ ASTM C1063 '. 2. WIRE TIES TO BE (NO. IS) 0.0475, WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO OING"M" TYPE CONTROL JOINT rTHEY SSHALL BBETIED BETWEEN SUPPORTS WITH 0.0495-IN. (1.21-11M) WIRE AT INTERVALS NOT MORE THAN V (223-MM). AS PER ASTM CI063. OI FOLD MW.4RD • Pt. A O I. FOLD INWARD • P!. A ®POD DA6E.P.B ® KICKOUT NOTE FOR DETAIL q FOR REPAIR S, TEARS - D L T A I L M Y B LAYERS, TEARS MAY BE PATCHED TA ' W/HOUSE WRAPRAP TAPE PER MANUF. SPEC, OR BOLD PEEL 4 STICK a 45' OI. FOLD INWARp Pr. A 1. OREd6E • PT. B 3. CREASE . PT. C ® ®FOLD BHMGLE RC 1. DRIP EDGE: OV EXTEND I. iHEATHIIY, MECH, F44TEN 4' ® I. FOLD INWARD • F'i. A 1. CR'cA6E . PT. B 3. CREASE . Pi. C 4. FOLD PT. C � PT. B TILL PT, G TOUCHE6 BOtTOM FLANGE E " '10., 0 BO E FLANGE WATER TIGHT SEAL. FOLb, Dp wl "T. J' THICK, 3 COAT CEMENT PLASTER IRRAFE:I. I,- � Wo T CEMENT PLASTER (CMU) WRB LATER 2, FORTIP15ER BUILDING PAPER,, R ONLY) WRB LAYER 9, STUCOO WRAPt— .ONLY) LAP LAYERS CF 5WLDN3 IJ)RAP OVER NAILING FLANGE, STOP wRe, AEER24I h' ABOVE 4 SHINGLES (PRATE ONLYI \ s r;\ FXMR aR cru b(ir, • RGVFnwLL 6CREm � L, ' 6*6 WALL RL66HpG I�Qo KICK -OUT 1'iAS:-IMYa (SEE WRAP NOTE' INSTALL 1ICKOU11 FLASHING AT BOTTO`1 ROOF f WALL INTER6ECTICN9 _ TIGHT SEAL < flO OR ,, DO NOT DIT) ROOF J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFIBER BUILDING PAPER 5TU LAYER M, STUCCO U,RAP WOOD SHEATHING WOOD STUC SHEATHING STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRe LAYER 'h, STUCCO WRAP (FRAME ONLY) g' THICK, 3 COAT CEMENT PLASTER(FRAME), /V 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 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 L" FLASHING 4'X4' SELF -ADHERING MEMBRANE ' FLASHING !COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4= 4PPROVED HOUSE WRAP. FLA$ IW, TO EXTEND ONTO PIPE I' OR LESS PIPE— PENETRATION CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING N.T.S. 6'x6'6ELF-ADHERIN3 MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF- ADHERING MEMBRANE STEP 02 FLASHING WRS LAYER M, STUCCO WRAP UIRB LAYER 2, FORTIFIBER BUILDING PAPER -- METAL LATH - --- 6'X6' SELF -ADHERING HEMBRANE FLASHING OVER 4V4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE --- 4'x4'5ELF-ADHERIN65 MEMBRANE — FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \ N'CONT. BEAD OF SEALANT --- IN6TALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING £L46TOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 Exteror lathing and plastering Exterior use of portland cement plaster shall wmply with the application requimmants of ASTM C 926-18b. Installation of exterior lathing and framing shall wmply with A$TM C 1063-19a, or ASTM 1787. LEGEND DR,4INAC�E PLANE (UJR5 LA`1'ER 111, STUCCO WRAP) UJR5 LAVER #2 CFORTIF-IBER - - - - - - 5UILDING P)4PER) METAL LATH x—x—x—x STUCCO � �T`1 WOOD OR -1/1ro° ZIP UJALL�7> SHEATHINCa SELF-ADHESIvE FLASHIN NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.7.1 / ASTM C10ro3-20188, MIN. 2.5 LBS. PER &a, WARD (UTILI7'1' OR NOMINAL LATH DOES NOT MEET 5PECIFIC14TION5) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y Q U A wwQ Q QQ Q UU Q 8pp- Q tH R Y m O sXMDIV. 8c LOT ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL.• 4EBB "1828-CALI" GARAGE STATING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXR C y AR NO 93723 PRINT 021924 DATE: / / SCALE: 1 /4"=1'-0" 81-MET W AL INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDEIS) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME of THE EXHAUST. &" SELF ADHESIVE SEQUENCE OF FLASHING TO BE: - OVER TOP < SIDES I. BOTTOM, 2. SIDES. 3. TOP X VENT CAP IS TO BE SET IN BED - SELF OF SEALANT AT TOP AND - FLASHING >—= 1 X SIDES Y. SEA ANT IS TO BE L L ' — UNIT T A5 T DEFLECT DOLED 50 O D LE O X WATER AWAY FROM JOINTS. DRYER F`REVENT E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL _ f1 (SET IN r—NAP VENT C JOINTS AND INTERSECTIONS —I CONT. SEALANT) I II APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO - - -�-� ON ALL SIDES 4" CAULKING 6 JOINT SEALANT E' ALL AROUND _ TOP 4 SIDES \ PER SECTION R703.7 1 Exterior lathing_and plastering I,I !, Exterior use of portland cement plaster BACKER ROD shall comply with the application (? DRYER VENT (BLOCK) requirements of ASTM C 926 18b. Ci FInstallation of exterior lathing and framing shall comply with ASTM C 1063 19aX or ASTM 1787. WRB LAYER h, ` X STUCCO WRAP ' HOODED VENT BUILDING PAPER X OVER 'QUICK g THICK, 3 COAT CEMENT FLASH' X PLASTER METAL LATH _ — -- _ li WRB LAYER -12, FORTIFIBER BUILDING PAPER GH PIPE THROU WALL — WOOD SHEATHING - 6 DRYER VENT (FRAME) SELF ADHESIVE FL FLASHING (INSTALL . . PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' LEGEND DR,41N SE fi LANE (UJRB LATER "I, STUCCO WRAF) UJRB LAYER 1'2 (FORTIFIBER - - - - - 51JILDING PAPER) METAL LATH xxx—x STUCCO 1 _7 WOOD OR '711ro' ZIP UUALL SHEATH INGz SELF-ADHESI\/E FLASI-41NCz NOTE: METAL LATH: LATH TO BE PER SECTION R703.-U / 45TM GI063-20188, MIN, 2.5 LBS. PER SQ. YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) VENT PENETRATION n SCALE: N.T.S. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LATER "1, STUCCO WRAP WOOD SHEATHING — APPROVED HOUSEWRAP BELOW ELEC. METER FIELD I VERIFY LOCATION _ ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT NO MEMBRANE -- -- -- I ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY ro FACE EDGE AREA TO RECEIVE _ STUCCO SCRATCH GOAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO — 1=1 Fr". METER INSTALLATION AND ONE lU 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 APPLY E-Z BEAD OVER 60 MIN GRADE 'D" FELT -PROVIDE ! SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 5TEf= 3 I_ WOOD SHEATHING { WRIS LAYER -1, STUCCO WRAP WRB LAYER "2, FORTIR13ER BUILDING PAPER METAL LATH WOOD T/B' TEXTURED CON8TRUCTION '7,�/�—FINISH - WOOD {I FASTEN TO WOOD STRUCTURAL MEMBER m T D.C. MAX B' CMU YW TO,$' MID -WALL WEEP -CREED �a r W WIDE STRIP SELF -- ADHEVvE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH + MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I 57Ef= #2 WRB LAYER "I, STUCCO WRAP APPLY &0 MIN SELF -ADHERING GRADE °D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP �- WRB LAYER -2, FORTIFIBER BUILDING PAPER 57aF #-4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abder,igngroup.com AA #: 0003325 F W y K s � U ' 0 U D C W g C, a r, a C, a C, Q 0 e g e e Q. y m O IL IU33DIV. 6a LOT:44 ABBOTT PARK OT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODET- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY ➢DETAILS 160 MPH EXP. C ROLAND A. AB00PrA AR NO 93 DATE: 02/19/24 scALE: 1/4"=1'-0 SHE�ET ��� /� VV A2 L E G_lF_l_,' N D DRAINACxE PLANE (WRB LAYER 111, STUCCO UJRAP) WR5 LATER #2 (FORTIFISER — — — — — BUILDING; PAPER) METAL LATH xxxx STUCCO WOOD OR-111ro" ZIF WALL SHEATHING` SELF- 4DHESIVE FLASHING NOTE: 1" IET,AL LATH: LATH TO RE PER SECTION RT03.7.I / ASTM C10ro3-20188, MIN. 2.5 LBS, PER SG2. YARD (U71LI71' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) v2 - CORNER BEAD --, (FASTENER 4 SFACING -1" O.G.) - -- 1/2' TI-LICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. bdosigngroup.com AA #: 0003325 F W � a U 05 $$ Z o § 0 & g o g N g a a a a a Q A SUBDIV. 8c L.OT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT* 04181.003-36012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINACzE PLANE (LURE LAYER #I, STUCCO UJRAF) LURB LAYER '02 (FORTIFIBER — — — — SUILDING, PAPER) METAL LATH x—x—x—x 5TUGGO F -.. WOOD OR 7/I6 " ZIF WALL 5HE,4THING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE FER SECTION R703.-.1 / ASTM C1063-20188, MIN. 2.5 LBS. FER SQ. '1'ARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION \ -- BE YCND V WOOD SHEATHING BARRIER M WEATHER RE515TIVE LEATHER RESISTIVE 6 XREVEAFLASHING AP SIDING / 6' SELF -ADHERING 6' 6ELF-ADHERING Q _y FLASHING WEATHERESISTIVE BARRIERR 1 STARTER 57RIP \ WEATHER RESI6TIVE \ BARRIER'2 DO NOT CAULK OR 1 \ \ 0/" b' SELF -ADHERING SEAL OPENING -" / FLASHING GALV'D METAL GALVD METAL �� - 'Z' FLASHING FLASHING -._........_'. --- -- DO NOT CAULK OR I Y' X 6' SIMULATED - - - SEAL OPENING WEOD TRIM MEMBER STUCCO C461NIS BEAD Yn' X 6' SIMULATED WOOD TRIM MEMBER SEAL GAP W/CAULKING / OR APPROVED SEALANT �'- STUCCO CASING BEAD SIDING TO STUCCO 0P BLOCK TO FRAME ��� TRANSITION 1 eJ WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER -2 sb' X T Ya' LAP 51DING b' SELF -ADHERING W/6' REVEAL OR / / FL49NING BOARD a BATTEN b' SELF ADHERING WEATHER RESISTIVE FLASHING G \ BARRIER M STARTER STRIP \ WEATHER RESISTIVE \ / BARRIER -2 DO NOT GAULK OR 1 \ \ �/L 6' SELF -ADHERING SEAL OPENING I _ _ / FLASHING \ _ GAW'D METAL GALVD METAL 'Z' FLASHING Z' FLA54-IING DO NOT CAULK OR HARDIE TRIM PER — SEAL OPENING ELEVATION STUCCO CASING HARDIE TRIM PER ELEVATION \ -- SEAL GAP W/CAULKING / OR APPROVED SEALANT "- 6TUGG0 GSA. NCIN3 BEAD SIDING TO STUCCO Ca? BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 w y x � w A C, a a cl a e , hZ. m O ISUBDIV. & LOT ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 0418L003-36012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C ROB A.ABOUCHACRA AR NO 93723 , PRINT 2419 02 DATE: / / SCALE: 1 /4"=1' — O" SHEET WA4� AVAILABLE SIZES MOUNTING ASPHALT SATURATED FELT CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4",6"AND 10' SHOWN IN 4' GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAILINPLACE USING i- ' NAILS AT EACH CORNER. ROOFING CEMENT J PR21PARATION SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS NEOPRENE SOOT NI _ CUT OUT THE GOOSENECK VENT ORENINGINTHEROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CONSTRUCTION ZONES. CHART SHOMM. IN THE EVENTA MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION _ f INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF, FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING $O THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE ASPHALT PLASTIC CEMENT THE TOPAND SIDE ALOWFLANGES OTTM VENT UP FLANGES TO L SHINGLES. ALLOW THE BOTTOM VENT FLANGES TO LAY ON 1�E}_ MOLDED AROUND BASE OF PIPE AND OVER FLANGE THE TOP OF THE SHINGLES. -o - _ ROOF HOOD VENT DETAIL SCALE: NT5 CUT HOUSEWRAP AT AS' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING ' APPROVED 146EWRAP OVER SHEATHING OVER WE, STUD WALL STEP I INSTALL W SELF-ADHE FLASHING C NAILING FL, JAMB5 EXTEND FL. I' BELOW V FLEXIBLE F DO NOT SE FIN TEMPO( FOLD-L HOUSES 111CK FI at HEAI FOLD IN AT 5-om NSTALL 6' 3FLF-ADHERING °LASHING OVER NTL HEAD 'LASHING (WITH END JAMS) NAILING °LANCE EXTEND SELF -ADHERING LA5HIN4 I' MIN BEYOND JAMB 'LASHNG NSTALL VINYL DRIP :AP ,I[ ALIGN FLASHING W/ IN EDGE OF SILL RO, MEC14ANICALLT FASTEN FANNED EDGES. (CAP NAILS. STAPLES) IN67ALL DUPONT FLEXIORAP AS Tt FLASHING AT THE FOLD DOWN DIAGC ACRO WINOC PLUMBING VENT DETAILS SCALE; NTS I c :0 IN UOUBEfin' S 5SAD ' )F SEALANT AT A SEI MEL9 AND HEAD F LPPLT TO BAG W OF I� NAILING I PRANGS IN LINE / LANCEJNDM '!-PUNCHED K LE6 OR SLOTS, I� AIC ADHESIVE - ExiBLE FLASHING VER DRIP CAP 'EGTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 FLASHING OVER JOINT VALLEY CENTERLINE SIF WOE VALLEY FLASHING SS# OR HEAVIER FELT NO FASTNERS WITHIN 6 OF CENTERLINE EXTRAFASTNERS IN END OF SHINGLE UNDERLAYMENT -� EXTEND END SHINGLE ASPHALT I AT LEAST I2-BEYOND VALLEY CENTERLINE ROOFING CEMENT �� CLIPPED OFF CORNER AT 4E DEGREE: C '-SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE NOTE I. IT 15 THE CONTACTORS RESPON5IBILTY TO VERIFY ROOF VALLEY DETAIL THE °DMPAT 5ILYYSEALANTS TS ALL 4 SELF-ADHERINGUCTS INCLUDING FLASHING M SEALANTS t SELF -ADHERING 1 6CALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION. 'II 2. IN67ALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS it (WARNING, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. _ J ;NOTE: ,CLEAN AND SEAL JAMB TO 611-1- JOINTS WITH IDOW IIS9 FOLLOWING: COMPLETION OF (EXTERIOR RETROFIT WORK .NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH 'EVIDENCE OF WATER INTRU6ION BELOW THE WINDOW OPENING FI- TEALDOW WITH ' ALANT APPLY 051 H2U (OI EOUAL)SEALANT c WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-" OR EOUAU, 51-01PE SILL TO EX 11. IT IS THE CONTACTORS RESPONSIBILTT TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS I FT INSTRUCTIONS AND APPROVED METHODD LI LI OF BC R103.4 1.1 IN ACCORDANCE WITH FENE5TRATION MA1111AGTURER'5 INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.Dom AA #: 0003325 W d Z V Q W 0 4 a a a4Ell ti R A 9UHDIV. & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 D160DEL 4EBB "1828-CALI') GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Ncr 10 A. AR N DATE 02/19/24 SCALE: 1 /4"=1' - 0" SHEET WA5 - 2X& SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL d STICK METAL FASCIA WRAP DRIP EDGE S -Va" TEXTURED I � FINISH a WOOD zxb SUES BAND—/= 1/£ : 14i 1/2" TEXTURED FINISH ID CMU METAL FASCIA WRAP Ya' FROM �� STUCCO, I" FROM WOOD WALL WALL � EXTERIOR (FRAME OR Cl �v NOTE: NOTCH FOR 2X(o ` SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \` ROOF DECK(BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) i/S" TEXTURED FINISH a ` I / WOOD, 112' TEXTURED ----- --- `� / FINISH a CMU 2x/o SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 6 STICK METAL FASGIA WRAP I" OFF WOOD WALL, SUB BAND 2" OFF WOOD WALL g f=L,4N A I/W TEXTURED FINISH e LUOOD, 1/2' TEXTURED FINISP A CMU METAL LATH WOOD 5HEATHING OR CMU LURE LAYER -1, STUCCO LURAP(FRAME ONLY) WRB LAYER 02, FORTIPIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FIN16H 2"x4"x4'-0" SCABBED TO TRUSS W/12d NAILS G "-V O.G. MAX. 2x SUB -BAND W/tY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL C WALL W/KICK— OU'T AME OR CMU LT PAPER ,IF` EDGE EFERENCE POINT !LY FOR WALL OFF T OF COMPONENTS) TAL FLASHING, WRAPPED 4. Y4" ABOVE BOTTOM OF ZIP EDGE SUB -BAND z"x4" NOTCH a D, WRAPPED IN EL d STICK DOF CEMENT a )OF EDGE vMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W//2"x4" NOTCH a END, WRAPPED IN PEEL & STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F w N g g a a aN I, IN a ° SBDIv & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 P LTROJECT* 04181.003-36012 MODEL.• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C --AR NO 93723 PRINT 02 19 24 DATE: / SCALE: 1/4"=1' — 0" S*fEET VV 6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-D", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE VNNDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11111NDICATES #5 BAR, OINDICATES #6 BAR,UNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 WIAXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30"_LEG EACH WAY. _ ___MARK WIDTH LENGTH THICKNESS BOTTOM SHORT REINF. LONG TOP REINF._T.OP. TE-1 8" SEE PLAN �I 10" (2) #5's (+)0'-0" FM-12x16 12" CONTINUOUS i ill, (2)#5's FM-12x20 12" CONTINUOUS; 20" (2)#5's (+)0'-0" FMC-12x20 12" CONTINUOUS 20' - (2)#5's - VARIES F-24x24 24" 24" _ 12" 1 (2) #6 1 (2) #6 TF-12X12 12" CONTINUOUS', 12" (-1 -41/2" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 1OUNDA'TION PLAN :ALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w y � a m K 0 w q a a a I a IQ � C a @ � 8 e m TT J sugmv. & LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT* 04181.003-36012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C RO A ABOI)@FU RA AR NO 93723 0 PRINT 02 19 24 DATE: SCALE: 1 /4"=1' - 0" SiIEET s t 30" MIN. EACH WAY -- MONOLITHIC FOOTING j III �U� h STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED --- --� - - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SIZE AND ¢ SPACING REQUIREMENTS SPACING REQUIREMENTS ggg -� �— GARAGE DOOR ` _ o° - RECESS a� y FM ml w a I �. CORNER BARS SAME SIZE AS LARGER BAR w _ O IIII r- 8 CMU WALL ee IN FOUNDATION WITH 30' LEG EACH N a f 8" CMU WALL lwo ONS SO THAT THE STEELWAY AT ALL EREINS IN DIRS CONTINUOUS NUOUS - - +-0'-0"h I OF CONTINUOUS BARS - - --TOP OF SLABS _ TOP OF MATCH AMOUNT CURB FOR \ I� MASONRY ' e I-LRIES J_ o _._ CONTINUOUS STEEL MONOLITHIC ' UNITS SET ELEV: SEE SLAB SCHEDULE l fi l SEE SLAB SCHEDULE TOP CF GARAGE- G REINFORCEMENT SEE SCHEDULE \ o EXT. PORCH SLAB ' BAR 61ZE 48 BAR DIA. 4"CHAMFER (1 STORY) \ 0'-0" W/ 1/2 ISOLATION - _` 6" CHAMFER (2-STORY) EXT PORCH SLAB= 4 CHAMFER (1-STORY) Vy/,/2••ISOLATION 6 CHAMFER (2-STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT (WHERE • • APPLICABLE) z #4 24 ' SEE SCHEDULE #5 30" JOINT (WHERE •' • �— SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR MD, BAR see APPLICABLE) i ° FOR WAD, BAR SIZE NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARSJ, UNO N AND BAR QUANTITY #6 36' ANDBARQDANTI MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL DO R PENING 1 3 4 SCALE 3!4"=1'-0' SCALE 3/4'=1'-0' @ GARAGE SCALE 3/4"=1'-0° SCALE:3/4"=r-o' LAP TOP PLATE A MIN. OF 48"-------- LAP TOP PLATE A MIN. OF 48" --------_ AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON �'--�-_ NAILS, 2-ROWS, 4" O/C BTM. "-- VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. `-'- VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING -- PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING -- - -- PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE - T - c> NEW REINF. BAR No 2 STUDS SEE PLANS FOR BT PLATE TO SLAB W/ SECURE2SHER PLANS FOR SPACING. SINGLE - SECURED W/ 2- PART O SPACING. SINGLE BTM. PLATE E ANCHOR W/ 2" x9 WEDGE BTM, PLATE TO BE PT. ___ EPDXY MIN EMBED I TO BE PT. PROVIDE DBL. TOP WASHERSE �� T IN HIGH STRENGTH PROVIDE DEL. TOP PLATE -- - SECURE BT. PLATE TO GALVANIZED PIPE n a 8", UNO a o FOLLOW ALL MANE. PLATE EPDXY 5-1/2"EMBED. MIN. 16" OC \� SLAB W/10tl MASONRY NAIL 12" O/C STAGGERED. W/FLANGE BASE i SPECIFICATIONS FOR - SIMPSON SPH4 OR SPH6 - MAX \ ADDITIONAL METAL USE AND I BTM AND TOP PLATE / \ CONNECTORS NOT 9 ( PREPARATION OF ANCHORS W/ 1Od x 1 1/2" REQUIRED WHEN NO 4 ' — HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE tOd UPLIFT IS PRESENT. SECURE FLANGE TO - 3" x / -SEE SLAB SCHEDULE - w-SEE SLAB SCHEDULE ". SLAB WI(4)1/4"X21/4" p'Ok' TAPCONS _ P0OFSLAB F-4'CHAMFER (1-STORY)SLAB ER 2-STORY �- • a e•a A • J al R EO_ EO - SEE SCHEDULE FOR WAD, BAR SIZE EQ EQ, SEE SCHEDULE FOR MD, BAR SIZE ADDING BAR TO r AND BAR QUANTITY --- AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR CURB FOUNDATION WOOD WALL ` SCALE: 3/4"=1'-0" — (1) #5 REBAR VERTICALLY W/GONG. POURED CELL 8" CMU m a #4 REBAR @24" O.C. CENTER OF LAP OF i'i,. SLAG AND NOAIIL WA16d COMMON -- ---- —STEN ELREINFORCINGGROUTED lip NAILS, 2-ROWS, 4" O/C BTM. �-- VERIFY HEIGHT _ - _"' CELL FOR SIZE AND z. Q Zw LAP TO OCCUR OVER STUD OF WALL W/ PLAN kII' SPACING REQUIREMENTS _ I 5 2x4 OR 2x6 WOOD BEARING --- PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE ' PLANS FOR SPACING. SINGLE _ -SECURE BT. PLATE TO 'I, .: - - BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. _ _ - _ " w I 4" CONC., REINF. W/ #10 WWM ON ADDITIONAL METAL5-MIL s 6"x6' POLY -ETHYLENE CONNECTORS NOTE ' REQUIRED WHEN NO UPLIFT IS PRESENT. "� it B" CMU WALL _ LINTEL CELL SOCMUDFILLED CONT TYPYP) ( ) � _ > _ �s I I � _ WELL-VAPOBARRIER D WELL -COMPACTED CLEAN FILL TERMITE TREATMENT HALL BE 2X WALL FRAMING I � A BORA CARE a TOP OF SLABY / J SEE SLAB SCHEDULE F/ "-SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" - - I I (2) CONT. #4 REBAR + 0'-0" -1!-=--- -- - TOP OF SLAB _ E, _ = ISOLATED COLUMN PAD CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL 4 FROM ENDS AND 16" O.C. VERTICALLY MAX _ - (2) #5 REBAR ON CHAIRS -.--�---• a POURED MONOLITHICALLY WITH- •�r • FOUNDATION AND SLAB EDULE 12" M�N DEPTH INTO - - 2,000 PSF VIRGIN SOIL OR 95% - SEE SCHEDULE T FORW.DHBAR SIZE VIRG N OR ENGINEERED IL COMPACTED SOIL i FOR MD, BAR SIZE AND BAR OUANTITY AND BAR QUANTITY HEIGHT 3O6 PER FIN yl COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP INTERIOR FOUNDATIONWOODWALL �� FOOTING AND COL. PADE �� BLOCK WALL FOOTING W/ BLOCK WALL ' I� 12 -CONNECTION I BQALE 3/4 NO UPLIFT 3CALE.3l4'-,'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD FL32,750 PH 407 774-6078 FAX: 407 774-4078 www.a bdes igngrou p.com AA #: 0003325, F W D C, ppQ O R Q R G Q s _ M C sUIBDIV. 6e LOT: ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C , PRINT DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET S1. 1 A - In w y � K d � � C� p p p Q p a O 0 v 0 0 0 0 0 9UBDIV. & LOT- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT* 04181.003- 36012 MODEL- 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH ER. C DATET 02/19/24 SCALE: SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL ' REBAR W/10''HOOK - -- GROUTED BOND BEAM VARIES PER ELEV_ i a '- `— _-- -- Q - '- 'rll - CLEAN OUT REQUIRED _ FOR INSPECTION FILE TIE ERTI TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA #3 18., > 0 #4 24" m° HORIZONTAUVERTICAL REINFORCING STEEL REINFORCING IN GROUTED g - = CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m° - J w ° - 8" CMU WALL - TOP OF SLABy �. e - SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA.. EXT. PORCH SLAB—' _ "--4' CHAMFER (1-STORY) o. W/ tISOLATION - 5' CHAMFER (2-STORY) #3 18" n u JOINT (WHERE #4 24 APPLICABLE) — -=MATCH STEEL #5 30" 6'' PVC CHASE --- REINFORCEMENT PER SCHEDULE #6 36" THRU FOOTING ,, #7 42 - SEE SCHEDULE FOR NMD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: TOP OF SLAB HASE THRU FOOTING TEEL REINFORCEMENT PER SCHEDULE #5 BARS W e^ • 1 A,. T CMU UNIT DIMENSIONS ARE NOMINAL SIZES •- MASONRY SYMBOLS X SCALE: 3/4"=1'-0" 1441 N. RONALD AA : REAGAN BLVD. LONGWOODFL32750 PH: 407-774-6078 FAX: 407-774-4078mwwwabdesirop #05 W W _ yc r W w o Q � Q a a a A SUBDIV. & LOT- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT* 04181.003-36012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C C `--KR NO 9372E DATE: 02/19/24 SCALE: 1 /4"=1' — O" SHEET S1. 2 A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: H2OA OR LGT2 W/ AN x 1 O HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 8F16-1TXWOB SF16 1T/OM/OB _ _ 8F16-lT/0M/0B 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, mo a CONNECTERS ARE TO BE GALVANIZED. o 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE $ P - CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS + GT 8. LINTELS SHALL HAVE 4' NOMINAL BEARING (4) " 8F16-lT/OM/OB' y 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. j - 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER,, ZF 72 P8S36, .177"' x 2 718" 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 -L NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S =TOP OF SLAB } ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT !I _ REINFORCEMENT STIRRUPS - MARK DESCRIPTION (Pgi) SIZE WxH, REMARKS BTM. TOP MID SIZE SPACING ' 381 MASONRY 3000 8x8 — (1)#5 — N/A — GROUTED SOLID t I SEE SHEET I Q 2 mq S2.2A FOR ILL SAFE LOAD TABLES I PROVIDE BB, WHERE ROOF TRUSSES BEAR, TOP�UNO OF WALL EL. 8'-0" UNO. I I i - 8RF14- ' 1T/OMlOB 5'-4" r 81`16-1T/OM/013 u "J 8RF6-1T/0M/0B 9$" _ ,M,......-.... 8Fi6 MIN.-iT/0M/lB 1 T 4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM ELAN SCALE: 1/4" = P-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407 7746078 FAX 407-774-4078 www.abdesigngroup.com AA#: 0003325 F W y � K � `r � aN w a o w e o e ® O sU19DIV. : ABBOTT PARK LOT #36 BLK 1 PHASE: 3 P6a LOT ROJECT# 04181.003-36012 MODEr- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C NO PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' - 0" SHEET S2 _ #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM - -- VERTICAL REBAR W/ 10" HOOK 30TYPICAL ' f #5 BAR IN BOND BEAM - CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. 1#5 BOND BEAM .�2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. / 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING � fi PLACE STEEL HEIGHT DF� � REINFORCING(L2) q_THEL 4HELAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST----1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE TYP. 8"x16' - OBE 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM li / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL _ / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE -1 r- - TOP OF THE LINTEL R / t a el M 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP_ 9 1- %� PesEf 8x16 DEL. BOND _ TOP OFF BEAM W1(1)#5 BA BOND BEAM EACH COURSE BxB BOND BEAM--�---� TOP OF W! (1) #5 BAR _ BOND BEANj- _16- - F=FILLED W/ GROUT Il\ �<Y'.-' U UNFILLED GROUT SOLID FROM --,\ = TOP �\ NOMINAL pLINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN BOND BEAM COURSEE BEAM, IF FILLED LINTEL. �_��Y � � 'R �� SEE NOTE 5 -- as —16-1 T/ 1 M/O ✓ LINTEL W/ BARLOCATEDPER PpEF NOMINAL---' �` 1 - BEAM SCHEDULE MASONRY s P \ = _ HEIGHT #OF#P -' �_= BEAM DESIGNATION EAM COURSESE IT IS THIS ENGINEER'S INTENT BOND BEAM THATXFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT - - ANDXUXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED _ TOP _ LINTEL OF OPENING AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN)-.----- 2x4 (MIN 2 X 3) 1-3/16- - TAPCON OR DRIVE PIN (MIN I� SHANK SIZE.145 MIN HEAD WINDOW - SIZE .300 MIN EMBEDMENT 1 \ y /4") 8" FROM EACH END AND \ 18" O.C. MAX. MIN 1-1/4" 13 EMBEDMENT -CAST PRE - - 1/4 WINDOW / �.� 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" ^ EMBEDMENT - - 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING- -1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18, O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW LCMU WAL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS r = SINGLE #5 CORNER ---- BAR, 30x30 TURNED UP 0 TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR \\� AT EACH SIDE STEEL REINF. OF--�' OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM / SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH 407 7744i078 FAX: 407-774-4078 www,a bdesigngrou p.com AA #: 0003325 F W y a � am y O N C `r = B 0 0 61 z m O sUBDrv. & LOT- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 02/19/24 SCALE: 1 / 4"=1' - 0" SHEET S2"IA I - —T---77— - -- -r "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB /16-1T/0 20-1T/08 24-lT/OB 28-1TPoB 32-1T/OB (PE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8120-17 8/24-1T 8/28-1T 8/32-1T 88-1B 1s-1T/1 120-1T/1B 24-1T/1B 28-1T/18 32-1T/1B a/a2T 8/18-2T azo-zr 8/24-2T 8/28-2T 832-2r T-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4-4- PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4-4- PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST $19 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 1 2276 2838 3399 1 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 654E 5776 929 2080 2593 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 90o 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 426 633 1593 2204 2481 2818 2621 9-4" PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 099 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST $2 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'4" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15' 4„ PRESTRESSED N.R. 252 15'- " PRESTRESSED 224 387 484 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 366 451 587 680 300 856 1121 1413 1739 2047 192 1 506 720 501 1 1135 1312 19'4" PRESTRESSED N.R. NR NR I NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19%4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR 21%4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 391 627 18 180 59 598 833 03 1038 1t68 1468 142 373 373 537 537 690 816 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0 PRESTRESSED N.R. 116 22' 0" PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 90o 24%0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 ALL VALUES TAKEN 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 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w m w — � ° o o a n a o a o Q F � ° SUHDIV. & LOT• ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 DSODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 4. AI NO PRINT DATE: 02/19/ 24 SCALE: 1 /4"=1' - 0" SHEET S 2 > 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER 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 ACTUATED 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. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES. 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x5 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 W W y 2 a � ro op o � a ipp� �n v Y m A 3vSDIV. & LOT' 14 ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT{] 04181.003-36012 MODEL• 4EBB "1828-CALI" GARAGE swtNG: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C a ROLAND A. ABQUCWj,CRA 64 AR NO 9= 00 PRINT 02 19 24 DATE: / SCALE: 1/4"=1'-O" SHEET S 3 ENGINEERED WOOD TRUSSES - PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFANAL LJFLOOR DRAWINGS FOR REVIEW SHEATHING - AND APPROVAL L\FASTENER SCHEDULE" A-(9 SIMPSON TRUSS ANCHOR WITH ON/4 (9) 10d x 1 "NAILS TO TRUSS _ PLYWOOD SHEATHING, SEE AILS T "ROOf/WAWFLOOR 1 HTSM20 W/10 10d TO 0d T B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH T USSANSIMPSON ORHETA16WITH A PT SVP #22"x 4", TRUSS AND (4) 1 (12) 16d x 1 "NAILS TRUSS �� SHEATHING 10d x 1 NAILS TO 1 ;" 'I 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE, VERTICAL SIDE, GI GIRDER. PROVIDE 5W710d NAILS, 2 ROWS, 3" CONY POURED LINTEL APPLICATION OR WRAPS OVER 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: APT SYP #22"x4", (16) /Od x 3 a' NAILS TO GIRDER AND CONJUNCTION WITH-�.',_, ACCOMMODATE GIRDER YD HTSM20 INSTALLED ON E PRE-ENG TRUSS (7) 1/4" x 2-1/4"TITEN SCREWS TO CMU 6', 8" x 4'-0" MAY BE ADDED TIEWN HEAVY UPLIFT �I _ W/ 10d NAILS, 2 ROWS, 3" (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR - \ BLOCK WALL W/10 10d TO TRUSS AND 4 1/4" x 2 1/4" 11 WITH (12)16d. 3j' NAILS TO GIRDER. ADDITIONAL PLY MAX. TO �.,. -A-(1) SIMPSON LGDT3SDS25Q GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) BDS CONT POURED LINTEL ) 1x2, 2x WOOD FASCIA — GIRDER SEE ARCHITECTURAL-"x2'TO /-ENGINEERED WOOD _ 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED WI(3)16d TRUSSES 24" O/C, (2) }' x 5"TITEN HD TO CMU AND (18) BDS" x GALV_ COMMON NAILS. @ 1x2, 2x WOOD FASCIA " 3" TO GIRDER tx2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS '_-- = FOR REVIEW 12'' O/C / AND APPROVAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS (2) }" x 5"TITEN HD TO CMU AND (18) SDS �' x 3" ��-MASONRY 1x2 SECURED W/ 10d BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM --- ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM - 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS\ SEE SCHEDULE A ALLOWABLE UPLIFT = U'. 1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT U'.2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 'b 3 scALe3/4"=r-°" GIRDER CONNECTOR(S) 2a 2c ° S°ALE:3'4'=1'-" SCALE3/4"=r-a' GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND _ SCREWED AS PER SCHEDULE (2) 2X4 No.2 SVP DIAG. - -- - -- 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE LST Al2 Al2 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 2 HAG NAILS COVER 5 TRUSSES) `, 4'-D O.C. (AT SHEATHING EACH END. TOTAL OF 10 SEAMS) PER_EL_EVATION - BRA E "TO j FLOOR 30'-1 60'-0 (3))' X" BRACE —SECURE 2x/2"PLATE GIRDER (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. 8'-0" MAX (W/1X4) oR 10'-6" MAX (W/2X4) " BDIVIDED EQUALLY (2 ) "XRACE ANCHOR BOLT W/ 2" -— ,Y- FROM CENTER TO END. / WASHER SET IN HIGH "1 STREXY 6 2x WOOD FASCIA, -- EAT°32' PER ELEVATION C% 1x4 DIAGONAL MIN EMBED OC SEE ARCHITECTURAL L `. PRE-ENG FLOOR TRUSS � BTM_CHORD / MAX PRE-ENG GABLE TRUSS / � SECURE GABLE TO - 5/8" GYPSUM BOARD OR IQ" HIGH BRACING, SEE - 3" -' P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX REQUIRED TRUSS ENG) --CONY 2x4 SECURED W/ -- SECURE TRUSS TO TOP PLATE w/ (2) I (2) 10d's @ EACH TRUSS 16d TOENAILS INSTALLED @ ' \ HI W/ 5/8" A.B. WITH i BTM. CHORD OF 1U0" ' -- 0'-O.C. MAX. DOUBLE TOP PLATE MIN. 7" EMBEDMENT WOOD ROOF TRUSSES - -- 2.4 OR 2x6 WOOD BEARING TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., - WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR ----- PLANS FOR SPACING. SINGLE ON SLAB --- "-�� � BOND BEAM REQ. BTM. PLATE TO BE PT. til SECURE BT. PLATE TO -- PROVIDE DBL TOP PLATE �� SLAB W/10d MASONRY NAIL -- PROVIDE BLOCKING - 12" O/C STAGGERED - tx4 BTM. CHORD BRACING 6'-0" O/C --�-� END WALL OR OTHER ADDITIONAL METAL �_. 12" GYP. WL. BD. CONNECTORS NOT " MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECT IpN TYP. BTM. CHORD BRACING � BLOCK WALL W/ GABLE END (: �GIRDER/WOOD POST CONNECTIONS BpALE:3/4"=''°" PRE-ENG'D TRUSS BpALE3/4""°" FLOOR TRUSS CONNECTION @ L.B.W. !p THE USE OF ALTERNATE MATERIALS MAY BE Y LE:3/4"=T-°" (NO UPLIFT) NOTCH DEPTH 1/4•D 'D I -HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE � DIAMETER FOLLOWING j--HOLE � < 2/5`D SOL. STUD ' r OUTER t/30F -� 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES —HOLE EDGE >5/B" 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 SI MESON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FOR ALLAT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE ES F1 AND F2 FORCES. SUBBTM. --' THOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING $ AND BORING LIMITS SCALE: 1 1Y2"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W h d � g w Q N � h o a 0 aQ C, a 0 a 0 B - 0 .Z, O SUDDIV. & LOT --I ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36012 MODEL 4EBB "1828—CALI" GARAGE SW31NG: RIGHT PAGE: DETAILS 160 MPH EXP. C A. A NO PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' - 0" SHEET S3. IA IfI41,h^�, NAIL SHEATHING ro LADDER--- - — VTCR OR MTS-12 SPACING (1) AT ,EDGE PER SCHEDULE �— 2X4 COLT LADDER EDGE VTCR OR MTS-12� EACH END AND 6' -0" O.C. MAX_ 2X4 LADDER AT 16"O/C --�--, xx NAILS TO / 1 TOP RD OFTRUSS _ TOP CHORD (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO DOpp COVER 6 TRUSSES) i IIII� 0'-0 T030'-0"(1)"X"BRACE 2x SUB -BAND 30'-1' TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) X BRACE @ CENTER STIFFBACK AT ALL (2) X BRACE DIVIDED EQUALLY FROM CENTER TO END. UPRIGHTS OVER 4-10 HIGH 1 AS PER TRUSS ENO (--- )' ,., III PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR \\ �� _ SHEATHING �\ + \ F �� FASTENER SCHEDULE" SEE TYP- TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. �+1x2,2x SIDE VIEWSEE NNECTION PER rFOR WOOD FASCIA ARCHITECTURAL USS MFG. 2x SECURED W/ (3) 16d WOOD GALV. COMMON NAILS. 24" O/C, 1x2SECUREDW/10d P DRAWINGS GALV. COMMON LAILS CONT-2X4 RAT RUNPRE-ENGINEERED12' O/C VAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS (j)VALLEY SCALE: N.T.S. 1 W/ HIP RETURN PRE-ENG GABLE TRUSS--- - - -- 2x4 BLOCKING BETWEEN TRUSSES ---� AT FIRST TWO BAYS 4'-0" O.C. (AT --PRE-ENG'D WO - OD SHEATHING SEAMS) (BLOCKING , -�� TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) ,% MAX 8 2X4 DIAGONAL BTM. CHORD -- BRACING. SEE PLAN FOR "� --"- FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT, PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" I WASHER SET IN HIGH 1 } STRENGTH EPDXY 6" MIN. 1 EMBED. AT 32' OC MAX. SECURE GABLE TO 2xe P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTELCOURSE -�-- CONT. 2x4 SECURED W/ (2) 10ds @ EACH TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 f SCALE: 3/4"=V 0' 1441 N. RONALD REAGAN BLVD. LONGWOOD FL 32'750 PH: 407 774-6078 FAX: AX 4077744078 www.abdesI=up.com AA #: 0003325 R W y O V N Q 2 U w q o 0 0 Q 0 0 Q N O C m C C C h z m o SUHDIv. & LOT- ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROTECT* 04181.003-36012 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C -- -- c _- . GENERAL NOTES.`: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33I033M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4° G.H. LE END STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6 A AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. AR CHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0N-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS DRAWINGS. BEAMS ZAPPED 61NCHE5 AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 042 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED O O EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE T HAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2023, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 00 IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED qq!� 0 (IY,i SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. yy 0 �y y�y 0 Y,YQ 0 y DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: Vhh O �Y OO 0 hh O 0 �V THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY, TODESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 3 O O0 0 3 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O O0 - -� 0 0 • � DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL .a 2 0 0 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 0 0 0 - ti,/ GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE r C7 O O �rtv . v.;0 .P 000 0 / TYPICAL ENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS W THE B DESIGN,LOADS: "DESIGN NATIONAL DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TN:, 2 2 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL A STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ..yam+i 0 0# AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED V D O D 0 0 O 0 0 D O >� ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI REVIEW WOOD TRUSSES. 1x"I1vI 0 0 0 0 0 Ixi1�/� 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS. #4 BAR - 25" #6 BAR - 36" 'M 0 0 0 y 0 00 0 10 psf BTM CHORD -non -concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF 0 PROVIDE 36' x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 0O 0— DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 68, 1990, 15 psf TOP CHORD 20 psf TOP CHORD ��yy �yL�y 3YVY 3 YYYYYYY 3 (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. > Y 10 psf BTM CHORD 5 PSI BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT I 1---`- HIP ROOF ;f---=�` BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING NET (GROSS) ASCE 7-22 (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ZONE 1 = -36.47 PER (-46.47) LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE. 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 2 = -55.43 ESE (-65,43) 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 ZONE 3=-64.91 ESE (-74.91) 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: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= 4'-C" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" 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 RISK CATAGORY: 11 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL 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. PRESSURE COEFFICIENT: +/- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ROOF DIAPHRAGM ROOF/ WALL/ FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm=2000 PSI. BLOCK SHALL BE PLACED USING OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT SHINGLE ROOF, USE MIN 19G2" STRUCTURAL SHEATHING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS ALL TRUSS TO TRUSS CONNECTIONS. EXP 1 ), FOR L� H TILE AND METAL ROOFING, USE MIN. SHEATHING NG OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED GS(CON WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR ROWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 28 DAYS, UNLESS L SHCEMEATHING EITIOUS STRUCTURAL STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN FC176,INAL V SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" AND EDGE SPACING) SEEDLE FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING O GABEND FRAME USE 10d RING SHANK GUN TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: "S" GABLE END. SIZE HEAD LENGTH CIA. TENSILE STIR. SHANK ASTM FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS RING SHANK F1667 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 10d , SCREW SHANK 2 1/2' 0.131 RING RSRS-03 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. 170,000 (16-20 RINGS F1667 SOIL FOR TERMITE PROTECTION. Bd RING SHANK, 23/8" 0,113 PER INCH) RSRS-01 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SCREW SHANK THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 8d RING SHANK, _ F166/ GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS),U.N.O. PNEUMATIC 23/8" 0,113 RSRS-01 CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE SCREW -NAILS MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL" RAFTER OR TRUSS ��� BE MADE BY THE GEO-TECH. ENGINEER. FABRICATION, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING �� - CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, Y L--- �_ 0 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, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING - - -L--_ r -' ? A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = USE 1/2" O. CDX OR 7/16" S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 ( I - - O J - 3 2,500 PSI REGULAR WEIGHLA T FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT _.___ RE ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED I' I CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS PER MANUF. SPECS.) SEE DETAIL. CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED FF4 PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. BUILDING LENGTH - - CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI 318 AND ASTM C94C94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND EN DWALL BRACT NG WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MI MUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHE MENT SPAC I NO BET E RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOTE. GABLES -DROP GABLE END & (1) ADD DROPPED NONCOMPLIANCE WITH THE ABOVE. ZONE 1'. 1Od NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'. ZONE 3: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @16" O. C. FIRST 4 BAYS W/(2)12d NAILS EA. A. FFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER; BLOCKING PER NAILING SCHEDULE 1-1)2" FOR #5 AND SMALLER NOTE'. ROOF SHEATHING THICKNESS WAS CALCULATED 2"FORA AND LARGER AND ADHERES TO ASCE 7-22 C. FOR CONCRETE NOT EXPOSED TO WEATHER 'L I 314'FOR SLABS, WALLS AND JOISTS I ILs@aoc INTOPaeorUN I 1-1R'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES. STIRRUPS EecA — MJ li YP. EXT. SHEATHING ATTACHMEN 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING 1EATHING `#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX INFIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YP. 314' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER Avv ON 9 TYPE AGNG REMARKS APILCATON 5 TYPE 6PACING FE.ArKE — 111IT TO C COIL 9„G� GARAGE DOOR BUCK NCASHA —CON MASONRY 1117'�E�EorT., ONG FASTENER EDGE ST AL EXT DOORS _ ED s�sn,GGR EePu...ou EOL- 11 acM18-FIAT T.. 1, IT. T = nrz GA1 s Es Nat11rz LOI.G STA. D NRYrcoNc TOMAsoNRY�co „„WASHER �< r•cE Ds v,nNDGW aucK c.ASE HARDENED CDit SG1c - WINDowl000w FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING P.SEENGres aufEELOWNEDO STAGGERED EM GGNRY, DNG __WYl.W REQUIREMENTS -__- -. _...- ---- ----- 1,n'EMEED, E EN. Im wasHEa Fn P`AN' ,s o1c -- _ / 2" ITT „EE W/WASHER O GORED ENDOT1 EDi T NOTES _—NOTE 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. PAP SHALL BE HILT) X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. a s Il N. RONALD REAGAN BLVD. _ LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #; 0003325 : W y W a ZZ Q m P O U `- $ U V _ Z y op 0 p 0 C, 0 O � B 0 e - @ � B 9 0 F ti m A SLTHDIV. & LOT• ABBOTT PARK LOT #36 BLK: 1 PHASE: 3 PROJECT# 04181.003-36M MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EAR C I ROAD A. AB RA AR NO 93 PRINT 2419 DATE: 02 / / SCALE: 1 /4"= l' - O" SHEET S N I KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT IT SPAN (NOTE 2) `ANTE BOFFR SERIES INST(L�TpT—SIS ESIGNPRESSVRE fsEE NOTE t) NETFREEAREq ISO. Iu.nwEAL ETJ HET FIR IEO.IN. xo. cs�a scLID wrFT cu / ­NATFEL ,se,T/-sa3 I/A N/A _ EL / L-1-11 . . _ No. osz- vExTEo wmr cw / L-cHu .es T/-ssI III - EL / L-c Fl, .a /-es.T IS , ND. OSTA NENTEO-5OF„T LL / ­ —NE1. �Ll F� B. D.D PEH THE s1 11 5H .ST.LIA,IOHS FOR TABLE OF CONTENT / Eor.1 VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS 1. EAVE WI0111G!sPau51 1.1 THENSTAIPATOry CROS SECTONSSHw NONSHEET 33 D4DEPICTSINGLE F'STEPTER REOU'REIIJILITTS AND SPA, LIMITS ARE MA NTAINED 2. INSTALLAHUNFASTENE15 -._ UDE WALL FINISHES INCLUDING BUT NOT LIMITED TO i cCO, FOAMDGMED VENEER AND SI01NGl. EDGE 015TANCES SHALL BE OUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATENu. LRIIN ACCOUNT WIT A� FNIS. I LLf NISH THIDI(N.- ALL BE ADDED TO iHE C REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THE SHEET, IF CORROSION NESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRPATI MATERIPLS. FEE m1mm FASTENER SCHEDULE oIF L �D R —D 1A, IS aR a . 5 FH 9w> �aD 5 Ioa x,IL xcGD -I/+- vz FE ALL IF Ill,I,DTDRE,5IN NBFN„`» w,I RQ.093- 0.818 U793 0165 I 5° 00, 6 LIT I-'9t� 0042J I.,T4 112" J—CHANNEL/TRIM VINYL (No. 1100) 3] 1 4 can -o.a�2 4" FASCIA SMOOTH ALUMINUM INC. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFTf SERIES �-CHANNEL FASCIA 12' TRIPLE 4 SOLID 110. 0623 SOLID SOFFIT 12" TRIPLE 4 FULL-O-VENT I/2" .1-CHANNEL 4" FASCIA LIE 0622 VENTED VINYL ALJMII:UM SOFFIT N0. 1t00 N0. 9T00 12" TRIPLE 4 FULL-O-VENT ECO N0. 0639 VENTED SOFFIT ----�� BILL OFMATERIALS„ED 1 P ;c, (BIT xD1E H SHED 1I -LOOF - _ -----I III IFAFING .1 1 D3/rEE 1sETOG- SG?-N..L FOR CON—D e /;sQ ,R STEEL 11Rsw -D TI 7; STEEL GON OOH RETIE 5 RE.. N.x. 1 - — BATTEN STRIP ANCHOR 1© 'Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSSIJOISTlI FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 2-1/4" FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED EMB. THRU SOFFIT AND iX2 WOOD BATTEN 71 J-CHANNEL AT NAIL C) STAPLES INSTALLED SOFFIT(Z)HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STABLES INSTALLED OFF FASCIAIT iQ 12" O.C. MAX (INTO DETAIL B ® J-CHANNELOS OO WOOD) IN J-CHANNEL -CHANNEL 03 SLOT MAX�••. J-CHANNEL "MAX FASCIA DETAIL A 2X2 WOOD BATTEN IO BATTEN STRIPEACH HOR BA NAILT EACH FASCIA TABLES INSTALLED (DTRUSS/JOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW GRID TAPPING SCREW, (D STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND STAPLES INSTALLED FASTENER SPACED 24' J_CHANNEL AT NAIL (D@ MAXO.G HEM AND IN VALLEYS 12" O C MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" OF O.C. MAX. (INTO CONCRETE/MASONRY) J-CHANNEL(D �' MAX. DETAIL D (DSTAPLESINSTALLE J-CHANNEL THRU SOFFIT AND FASCIA ,_CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT (D J-CHANNEL J' , DETAIL E J-C HAN N E L 11 1X2 WOOD BATTEN BATTEN i� O SOFFIT BA TENATTCNSTALLATIONHM NTSCREW © O J-CHANNEL FASTENER SPACED 24"( MAX. MAX O.C. STAPLES INSTALLED@ DETAIL C 12" O.C. MAX (INTO BY OTHER 21A" NSTALLATION SCREW, EMB, BATENATTCHMENT FASTENER SPACED 24"Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (Z WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO (CONCRETE/MASONRY) (2)WOOD)IN J-CHANNEL J-CHANNEL `CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO WOOD (NOTE 1) CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'L' SPAN'L' EAVE WIDTH (ROOF OVERHANG) CONCRETE, CMU OR WOOD (NOTEA) SOFFIT OFFIT SEE DETAILA' SEE DETAIL'D'J SEE DETAIL'E' SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Iz UTAIL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE: 9 ) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes igngrou p.com AA #: 0003325 i~ w 6 LL °- Z ZZ w 0 p O O O O j Q, p A a a � a QO Q — O 0 N SUHDIV. & LOOT- ABBOTT PARK LOT 36 BLK 1 PHASE 3 PROJECT# 04181.003-36011 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT 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 (FIGA), 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 JH TECHNICAL SUPPORT. FIGURE 1 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 FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. -�- s LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT 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. 1 \ VENTING TO OUTSIDE OF FASCIA EAVE HARDIESOFFITO (WOOD) VENTED PANEL SUBFASCIA MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." Lr-/'.Vt /A '- 'KUF'Klbi I t GAP AND CAULK SHIM SIDING pirZI IRS 7 FRAMING MEMBER NG ER H-JOI NTE bA I I t N FRAMING MEMBER ING 3ER 1" FROM END 414 OF SOFFIT 3/8" FROM END OF SOFFIT 0 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W x �a 0 o 0 o w a ry C C C C C C 9u:Smv. 8c LOT- ABBOTT PARK LOT 36 BLK 1 PHASE 3 PROJECT} 04181.003-36011 MODEL- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C DATE: 3/30 /23 SCALE: 1 /4"=1' — 0" SHEET S D 2