Loading...
HomeMy WebLinkAbout7770 Wheat Stone Dr1__8_28-4EBB-CAL1" -1 6 ujheA (5\0ne,�-. g�NAo4o(, 's (,7- S�fr-+ �h�r La16e.S v1'�'JRK SHALL COMFIL`; WiTi-I PREVAILING ORDINANCES 3501 RiCiA BLVED, TAMPA, FL 33619 Tel. (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: •FLORIDA BmING CODE, RESIDENTIAL, 8M EDITION (2023) -ALL LOCAL AND STATE CODES DR HORTON HOMES - RESIDENTIAL, GROUP R3 TAMPA NORTH DIVISION :OCCUPANCY •MINSINTERIOR FINISH - CLASS B 3501 RIGA BLVD -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH TAMPA, FL 33619 POSURE C TEL: (813) 549-1967 .STORY RESIDENCE .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL FAX: (817) 302-3134 AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 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 CONSTRUCTION BASED ON THE DRAWING SET. SQ.FT. CALC.'S LIVING 1828 50. FT. GARAGE 430 5Q. FT. ENTRY IC, SC1, FT, LANAI 88 60, FT. TOTAL 2362 6G2, FT ABBREVIATIONS ABV, ABOVE LAV. LAVATORY AC AIR CONDITIONING EOM. I.IJMINOUS AD.I. ADJUSIABLE M.C. MEDICINE CABINET AL'C, ALTERNATE ME,R MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT. META I., THRESHOLD CI, CENTERLINE MTD. MOUNTED CAB. CABINET MIL. METAL CI,G. CEILING N.T.S. NOT TO SCALE CUR. CLEAR O C ON CENTER CON' CONCRETE PI. PROPERTY LINE CPC. CARPET PT3. PUSHBUTTON CT- CERAMIC TILE PH. IT ONF_ D. DATER PET. PLATE DI L. DOUBLE. PLYWD. PI,YWOOD D.G- DUALGLAZED PR. PAIR DIA, DIAMETER P.T. PRESSURE TREATED DIM. DIM]iNSION R. RISER DISP- DISPOSAL RAI) RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM D'LL DE'CAQ, RO- ROUGH HOPE D-W. DISHWASHER SC, SOLIDCOREEXIDR EA. EACH Sp, SMOKE DETECTOR FLEV. ELEVATION 811 SINGLE HUNG EQ. EQUAL SOT- SHEET EXI I. EXHAUST SHIHG- SHEATHING EXT. EXTERIOR SFIWR. SHOWER PG1X. FIXED GLASS SIM. SIMILAR FIT - FIIELGAS SL. SLIDING FIN. FINISH SL. GL, SLIDING GLASS FUR. FLOOR SID. STANDARD FLI EOR- FLUORESCENT SWS SHEAR WALL FR. DR, FRENCH DOOR SECTION FTC FOOIING 'TEMP- TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL I:O.C. TOP OF CURB G.F.I. GROUND-FAULTCIRCUII I:O. P. IOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GI.. GLASS TYP. TYPICAL (IYIN. BD. GYPSUMBOARD UN . UNLESS NOTED FI.B. HOSE BIB OTFIERWTSE PC. HOLLOW CORE VP. VAPOR PROOF HDR. HEADER W. WASHER FIG'1'. OR HI HEIGHT W/ W1111 IN UP INSULATION WD. WOOD ENT. INTERIOR WDW. WINDOW WIT WA HII2 HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTION 01/15/18 2011 FBC UPDATE OIA648 CD'S RE -ISSUED 02/2146 5tDIWG ELEVATIONS ADDED 03/26/18 CD'S RE-65UED 04/19/18 FOOTING REA510N PER M. BOWE$ 0621/18 CD'S IRE -155UED 02/19/M ADDED CURBLE55 FOOTER AT GARAGE DETAIL (FORT MYERS) 0424/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5AT50N (MELB.) 0424/15 REVISED HVAC VOLUME5 ON SOFT CALC SCHEDULE (MELB.) 06/121M ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL 06/21/19 ADDED LED LIGHTS s KITCHEN t BATH PER MARK 5OWE5 0T/19/19 ADDED STONE OPTION ELEVATION C i D (TAMPA) M/II/19 ELEVATION 'G' SIDING -ADDED LOUVER s GABLE ROOF 10/25/19 ADDED OPT. 5'-0' CEILING HEIGHT5 01/01/20 REPLACE U5P CONNECTORS WITH BIMPSON CONNECTORS 04/0120 REV15E EWAVENT RADON PLAN DMEN51ONS 04/0a20 OPT, 8'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09/20 OPT. 8'-O' CLG. HST. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/M/20 ADDED ELEVATIONS T' 4 'M' (ORL 03/1520 ADDED ELEVATION5 'MG' -MN' -MS' (ORL 0110121 2020 FBC UPDATE 03/0321 ADDED SOFFIT DETAILS 042621 ADDED ELEVATIONS 'N' 4 'O' IORU 04m21 ADDED STONE OPTION ELEVATION'& (MELBOURNE) 05/0121 ADDED ELEVATIONS 'P' a 'O' (ORL 05/1921 ADDED DEN OPT. (TAMPA 1 FT MYER5) 08/10/21 ADDED 20' FOOTER OPTION (TAMPA) I1/0221 ADD FRENCH DOOR OPTION 03/0622 ADD COURTYARD OPTION 03/0923 ADD PAVERS OPTION (TAMPA) 04/Y2/23 ADD RECE55ED SHOWER IN 5ATH'1 OPT, 01/0124 2023 CODE UPDATE RE I VV DXfE! JAB P i1 5 CITY OF ZEP�R�RRL'4"C-J' PLAN EXAMINER INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNl—DETAILS PG SD1—SOFFIT DETAILS PG SD2—SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774­6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 w y W IL R MOW a a boC,65 k1102 C— 1 a SUBDIV. 9a LOT ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MO DEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C DACRA AR NO 93723 DATE: 02/19/24 SCALE: 1/4"=1'-O" 8HEET cI QENERAL NOTES SITE WORT( TIMBER 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 INDS) 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. I, 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 Y 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 AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF ALUFL R SHEATHING FASTENER SCHEDULE ON SHEET SN1. 5 G AN 00 S 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- O" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING S. 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 W PVC (SCHEDULE 40), INSULATED WITH %" 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. S. 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 1" 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, 112" 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/,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 AS 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.a bdesl gn grou pxom AA #: 0003325 it w o a L w o Cl a 0 0 aQ C. a 0 Q C v ° SLIBDIV. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODET - 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 V H W. C ROL-AND A A CRA AR NO 93723 so DATE: 02/19/24 scALE: 1/4"=1' - O" SHEET G N 15 1O" 6' OND (2) 3052-5H EGRESS (2) 3052-SH n I LIVING ROOM LANAI I I 8 -0" CLCL 81-V CLc% I tn' it — �i 6068 S.GD. BEDROOM#I - _ 8'-0 CICs FLAT HDR DINING ROOM V-0" as r I C_ S V�� ATH#1 B 0 CLG W.LC. i --- ----------i---- ?L 8-0' CI -Ca Dili --_ --- ---i — J _ n REFI i IR-ISH /A sbl3� 624 Y 1 d8-0Lb N" RY,nt KITCHEN 8-01Gi 1_1 �LA' 8? FLAT X'H �ADF6.RF. ---- a V. 1. BEDROOM #4 — - = z N V-0" CLG. _ FLAT HDR Ill �� f III a- I V BEDROOM #3 22'x54' l I ATTIC I L ACCESS-J BOLLARD AS REO. PER BLDG. CODE GARAGE V-0" G.G. C I N IIZQ IQ 4 LAv, I la 9 ti BATH 02 m 1 lu V-0" cLa O � Y. FOYER V 0" as � s BEDROOM 42 q� C0 0 8'-0" CLG. M7 wl _ J ENTRY V-01aa ro _ N() I ?n 21 -81 f '-1y — IO - __.—___. .— L FLOOR PLAN SCALE: 1/4' = P-0" 4 DBL. TOP PLATE BAR DETAIL A SCALE: 1/2"=1'-0' EXTERIOR MASONRY WALL BRG. HEIGHTS 0 10'-0" BRG. 10' SQ.FT. CALC. S LIVING 102S 5O. FT. GARAGE 430 50, FT. ENTRY I6 SO, FT. LANAI 88 5O, FT. TOTAL 2362 60. FT. COMPONENT AND CLADDING WIND LOADS SAM WIND EXPOSURE FOR 3 SECOND GUSTS OPENINGS SQUARE ZONE IM MPH WIND M REAIM AND TYPE FOOTAGE MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR SWING 20 5 32.1/-41.9 DR MIN. CRITERIA S.G.D. / FRDR 41 5 30.5/-3S.S MIN. CRITERIA 16070 O.H.D. 112 5 25.1/-31.5 12'xl2' SOFFIT 5 33.6/-44.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f OAS BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 09A4/23 III- oiM <RIFe U I II OB-n-) t— HDR. DTL.. SCALE: 1/2 = 1'-0' NOTE: -2-8 LOUV. DOOR UVAIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNE55, 5OLID OR HONEYCOMB -CORE 57EEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W d a x e a � 2 a � G @ 0 Gy 0 r � 0 P�_'w AA M is, x �a �; oa VV m® df SUBDIV. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003— 31012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C PRINT 02 19 24 DATE: / / - SCALE: 1 /4"=1' - O" SHEET 1 ' AFL I REAOFAINC- - - - _ - au"]LL. rr. NET FREE VENTILATION AREA REQUIRED = 'I'm REQUIRED VENTIIATIONAREA = 2364/3W 7,89 VENTILATION AREA X SQ. INCHES PER FT.(144) = 11 32 SQ. IN. MIN- REQUIREDVENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC 567,36 SQ. IN. OFF RIDGE VENTILATION AREA = 115SQ.IN.PERV ----_-_-__-_-__ 567.36/115 FYPON LV12X24 ---"""' TOTAL# OF VENTS REQUI RED - 4.93357 OR EQUIVALENT TOTAL# OF VENTS P ROV IDED = 5 12 SHINGLE ROOF "AREA OF ATTIC IS THE P EN MITER OF THE HOUSE, LESS THE OVERHANG F!� _ OFF RC)GE VENT (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) LAP SIDING AS._._`..._ _-_y ��" SPECIFIED "- - 12 (TYP.) 4" FRIEZE -- - BAND (TYF- 6" TRIM' -- BOARD q -A2G OF,-o"" 5i r-. HGT. LIGHT'` - ❑ ❑ SHUT R510R 14B I ❑ ❑ ❑ ❑ ...._._ 14B ' EQUIVALENTTll 01 II A ro it 1v 14B I N TYP. mil WA 4' RAISED BAND (TYP.) RAISED STUCCO BAND � �C'-0" FIN. FLR OO =LR -DNFL +- � - — - — - — - PER COM U I -Y -P—ECS.-T—YP---_—_—�--G�O'-O F:N. FLR. FRONT ELEVATION REAR ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH SCALE: 1/4 = I'-0" TEXTURED FINISH NOTE: WALL FENE5TR4TION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT II 6 -O' Ie @ I v RAISED STUCCO BAND y' PER COMMUNITY SPECS. (TYP.) \ O'-O FN. FLR� _ _-_-_-_-_-_-_-_-_-_-_ _ 0' FIN FLR. DECO. DTL. LEFT ELEVATION a SCALE: V2 _,'_0' SCALE: 1/4 = I'-V TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT -C' N 4i 9 RAISED STUCCO BAND PER COMMUNITY SPECS, L!FE (TYR) RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH C. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 A F. W y d C, w w , o 0 p0p p0p 0 � a 0 F. ti m O SvBDIV. & LOT.• ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MO DEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" 160 H E . C RbLP;ND A- ABOU"CRA Ik AR NO 93723 , PRINT 24 02 19 DATE: / / SCATM: SHEET A2 C ELECTRICAL LEGEND SYM.\BOL DEFINITION NOTES —(-..-1 125V CUTLET 30 AMP SINGLE POLE II., OUTLET IIOV OUTLET 11 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET ECSJIPED WGIedD FAULT INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION EXT, WATERPROOF GROUND PAULT GFI OUTLET INTERRUPTER 5WITCH SWITCH 3-WAY OPER �4 SWITCH 4-WAY OPER. WALL MOUNTED ry LIGHT CEILING LIGHT O LED CLG LIGHT O vP LED VAPOR PROOF LIGHT OVP VAPOR PROOF (01 RECESSED CAN (©1 LED RECES8ED CAN VENT. FAN I CFTC PER VENT. FAN W4_*HT ICFM PER SQ. FT. ANITY LIGHT FI SPEC'S TeD BY BUILDER) 0 PANEL METER • S.D, SMOKE DETECTOR GATT. BACK-UP W/ HARCWIRE CARBON MONOXIDE/ S/Cp SMOKE DETECTOR COMBO A V5TN N1 SHALL NOT LEGS BE A 4' FROM TUEN4' 0 CHIMES PENDANT LIGHT LIB NATURAL GAS OUTLET ► TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DI9C SCT AIR. CONDITIONING TEE E 21O�V UN.O, A/C DISCONNECT THIS SHE T TELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN ACCORDANCE O J-BOX W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE CEILING FAN/LIGHT TO BE SUPPORTED IN ACCOFCANCE W/ BOX MARLED A5 SUCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LYaHT PB. PUSH-BUTTON FOR CHIMES •---q-+ USB PORT LOCATION OF TV JACK5 r PHONE OUTLETS r FANS TO BE VERIFIED HOMEOWNER PRE -CONSTRUCTION MEETING. 5: F H II IN ALL 15 1 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 INTERMITTENT, LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS. WIRING METHOD SHALL BE NON METALLIC CABLE. THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PA55E5 THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD) 4 ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATNRO0M(5) RECEPTACLE CUTLET(5) REQUIRED AND ANY OOUN7ERTOF AND SIMILAR WORK SURFACE RECEPTACLE CUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NI OTHER OUTLETS. '1 GOND� I I \ —� W` / FI - - - -LANAI I CEILING LIVING ROOM I LIGHT PRE -WIRED. TO BE 1 CLG FAN INSTALLED, BDRM.#1 '- 'ARE -WIRED PROVIDE ,� F y�- J-BOX FOR V, CLG FAN I / OPT. FAN PRE -WIRED \ cLc FAN \\T INING ROOM C' I 1 0 SDI ti I I CFI_ GFI SJJ� ,Co / ' .I e � (2) OUTLETS {{� SWITCH IN 4 CABINET_ STACKED t17- -- ---- -- - --- 6F 111 BATH L W.LC I� GFIIL �—1 _._\ '-'� I 'VT GFI 1 DW 51NK --- \ LAUN FOR Dw OUTLET KITCHEN - FADL I RANGE 4r, I -CiFlEE BDRM #4__ w _ - =3Q HOOD WIRE W/ -----�/ OUTLET FOR FUTURE MICRO PRE -WIRED CO C) _ cLGFAN - �1 BDRM.#3 I l ZQ (� I IRA" ' ti PRE -WIRED J 1 CLG FAN WH �GF5.D 44I'AFF. P.B FOR 1 GARAGE / DOOR / l AS REC. I PER BLDG. V B_-�� CODE - WALL MOUNTED �� ® ATH #2 LIGHT W/SWITCH IN ATTIC I - w CLG. METER z OUTLET KEYLESS VERDY FIXTURE / \\ BDRM #2 IRRIGATION FOYER V� v OUTLET m 4S" AFF. ENTRY GARAGE _ PRE -WIRED CLG FAN I iGPI A� II �, I - i OPT. - ---------- - COACH LIGHT ELECTRICAL PLAN SCALE: 114' = 1'-0' I °L I i LED LIGHTING P DOUBLE LAV. BATH •I _1 I LED LIGHTING P SINGLE LAV. BATH •2 15O AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS CP THE FBCR STH EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THU.N UNLE55 NOTED OTHERWISE. PCWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECCNDARX ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) IN 1-1/2" VIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, ' 32/0 CU, THWN + I.6 CU IN 2' CONDUIT OR 3 THWN , 1% CU IN 2' CONDUIT OR 2/0 AL. 5P.R. R TO TERMINATE ABOVE SOFFIT v OVERHANG.) C ISINATION SERVICE I ISO AMP DISCONNECT SWITCH AND I20/240 VC H ELECTRIC METER IN PN45E NtYIA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEX N E SERVICE I SIRVI 1ENt TFAN N I ENTRANCE SERVICE ENiF2ANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBGR STH EDITION (2023). 5/5" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.albdeslgngroup.com AA #: 0003326 (r W W UUUU V _ o a 4 F o � F B C ro� C C O sysnly. aIAT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C ROLAND A. ABO~CRA AR NO 93723 PI DATE: 02/19/24 SCALE: 1 /4"=1' - 0" SHEET - - --- �jI E 1 I I I I PAN I 5-1 i �II - -� I I � I I❑ I PLUMBING PLAN SCALE: 1/4 = 1'-0" 2 2" VTR I\ 21 �X--I I/2" yr 1 LUG \� 2•. LAV I I/2' 3" LAV I I 2" SHLUR 2 WASHER KITCHEN SINK UY 2' VTR AUTO VENT 2, 1/2� l 1/2- f'z� I/ LAV h i � �• TUIBi Co PLUMBING RISER DIAGRAM TO MAIN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.e bdesigngrou p.com AA #:.003325 w � a Z~Z V < m OC O O � Wpp O Q Q Q Q R m O suBDIV. & LOT: ABBOTT PARK LOT #31 BLK:1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C AR' T S' ATE C Fi ID I R A. AB OR AR NO 93723 or FI DATE: 02/19/24 SCALE: 1 /4"=1' - 0" SHEET pI I-IVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLA55 FAB < MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL V CLASS I AIR DUCT 45 PER NFPA 90A 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, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC STH EDITION (2023) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 5TH EDITION (2023) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 51MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC STH EDITION (2023) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDERCUT 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 DA1'IPER5 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC STH EDITION (2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF 5005TER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PAN5 W/ DRAINS ATTIC CEILING EXTERIOR WALL PLENUM �� m AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER—` 1 3/4" PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER L FBCR STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS 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 (' CEILING EXHAUST FAN CEILING EXHAUST FAN 6 LIGHT O/A OUTSIDE AIR QT THERMOSTAT PASS-THRU AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/16"X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ l2) OXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. 12X5 12X5 8 6" �J O BATH 14 414 -- --..._--I---- in W.I.C. -- F � d�. a � 14 � is 'x'/ / - - - KITCHEN LAUN. II --� x BDRM. #4 ��,�_,LL,�� - - — 10X6 4' PRYERIII� "rl x V.T.R. III !J v II A III I r--�— 10, I 10X6 BDRM.# L 4 14X6 (•--1 i I L - - - - 1. �d 9CORIATED NICKEL FIN. FLOOR COUNTERSUNK 8X4 GFOM BRONZE FL. FL. OR WALL G.O. PLUG BATH #2 SX4 14X6 — SEE SPEC. GARAGE lOx6 BRASS PLUG I'-B'XS' CONC, FOYER FIN. GRAPE _- FITTING OR EXTENSION 70 OR PAVING SOIL OR WASTE ASFITTING OR ;7r REQUIRED ENTRY r BDRM.#2 EXTENSION TO 501E I_�I WADE 5240-K JOSAM 56000 OR WASTE 45 -- — — — — INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.G OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 114 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigng,rou p.com 116 AA k: 0003325 N y � a m ZZ ZZ N 15 o � m O StJBDIV. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C A HIT ATE F L ID f s LA A. CRA AR NO 93723 PRINT 024 DATE: 2 19 SCALE: 1 /4"=1' - 0" SHEET I R FLR 2X4 TOP PLATE PE PLAN PRE-FAB TRUSS I/2" CLOT. BOARD DRYWALL 4- MAX SECURE BT. � V STUD13 ®D4" PLATE TO SLAB Atlpryp W/ 10, MASCiJRY O.G. NAIL ®32" O.G. NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LE55 THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. GONC. SLAB FIN. FLR- TYP. INT. WALL (NON—BRG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNE55 AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU55 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2" THICK, 2 COAT PORTLAND�� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY - 0'-0' FIN. FLR., 3OR5 I/2' DRYWALL 3/8, 8° TOP CHANNEL l25 GA) j IR' DRYWALL 3 5/a" OR 5 3/5, METAL STUDS 24' O.C, 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8, OR 5 CABINETS AND TUB/SHOWER 25 BOTTOM GA. METAL TO BE INSTALLED CHANNEL f25 IN ALL OTHER WALLS. STUDS UAJ SECURED TO BE SPACED Ir.' O.C. AT 2ND [3/01 TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4" STAIR WELLS AND BATHROOM PAF t TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD 5A5E5OARD-, SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FI5ERGL455 6HINGLE5 WITH UNDERLAYMENT AS PER FBCR 2023 905.1,1.1. ROOF SHEATHING 7HICKNE55 AS PER SHEET 5NI. SECURED PER 5/5, GYPSUM BOARD FASTENER SCHEDULE OR 1/2, HIGH STRENGTH CLG, //, °, r,. , BOARD '., "/ ; 7 /, REFERENCE -ER ELEVATION STRUCTURAL _ SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS - INSULATION R-VALUES 6 REFERENCE STRUCTURAL - MTL DRIP EDGE PER ELEVATION $ I _ �pp 2x FA6CIA PER ELEVATIONS R-4.1 INSULATION I� ' VENTED SOFFIT WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE I FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS .z REFERENCE STRUCTURAL -.._. -—STRIPS n P.T. FURRING STRIPS s 24" O.G I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8° CMU - - 1/2' GYP, WL, BD. WOOD BASE ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 7-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.13 AND 1609.5.1. U W/ WINDOW OPENING U TYP, WALL SECTION ti 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 905.111 OF THE FBCR 2023 8TH EDITION IS 04 WHICH USES C2) TWO LAYERS OF 45TM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R-104.3.1 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 EXTEN51ON 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 F457ENED THROUGH THE FASCIA COvER AND TAB AT THE END WITH TWQ FACE NAILS (I-1/4' X 6,05l" X 0.177 HEAD DIAMETER) FORA 2' X 4" SUBFASCIA AND THREE FACE NAIL FOR 2' X 6" AND GREATER SUBFASCIAL. CAULK Alm SEAL rw GAB LINE I i' PK SLEEVE FOR G48 LME e• crT� .. /-Vi•crP.wLeD- - -� WOOD RASE 2B GAS LINE THRU BLOCK Dt xA E:I-1-m• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNE55 AS PER SHEET 5NI, SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNE55 AS PER 5HEET 5NI. SECURE PER FASTENER SCHEDULE ON SHEET 5NI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 -0" FIN. FLR..;] a, CMU CORNER BEAD I/2' THICK, 2 COAT 9' CMU SEE PORTL- CEMENT ' - STR MRAL FOR PLASTER APPLIED DIRECTLY TO REINFORCEMENT M450NRT ,-- 2.S, PT. LLD ' ATTACHED TO FILL �^x x CELL AS PER PRODUCT X APPROVAL REQ. -- SEALANT 4 BACKER ROD WEATHERSTRIP HOALDMG ALL Y GALV. STEEL --- --- - i ` DOOR MAWIF.J TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL— "-OVERNE4D DOOR APPROVAL REO, VERTICAL TRACK BY MALE. I' MIN. - By OTHERS FASTENED TO SLIDE TRACK BRACKETS RGOtM W/PRODUCT APPROVAL REO. a GARAGE DOOR JAMBS Dj SCALE: 1 I/2"=l'-0' FIBERGLASS 6HINGLE5 2X4 SPF 24" O.C. MAX. WITH UNDERLAYMENT AS SECURE W/ (2) 12d NAILS PER FBCR 2023 905.1,1.1. ® EA, END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET 5NI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRU55 _y 2x FASCIA PER ELEVATIONS VENTED SOFFIT ? PER ELEVATION --- CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORTS FOR - THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER - -,PER ELEVATION = - FASTENER SCHEDULE 5/a° GYPSUM BOARD OR 1/2" - ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU55 R-4.1 INSULATION WEEP SCREED I� WINDOWS AND DOORS 2x P.T, SECURED PER SHALL BE INSTALLED 2 - STRUCTURAL DETAILS AND FLASHED IN ACCORDANCE WITH THE - FENESTRATION MANUFACTURERS - WRITTEN INSTRUCTIONS - d - �; -` EFERENGE STRUCTURAL : lx2 P.T. FURRING = STRIPS s 24' O.C. a' CMU 1/2' GYP, ILL. BD. I - � WOOD BASE U m'� °' FIN. FLR. ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 7-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. (Ati/ WINDOW OPENING n WTYP. WALL SECTION NO OPENING (_5'�1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' NOTE; METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS 44 WHICH USES (2) TWO LAYERS OF A5TM D226 TYPE II OR ASTM 1_->4869 TYPE III OR TYPE Iv UNDERLAYMENT. L441 N. RONALD REAGAN BLVD LONGWOOD FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W zaZ V Q m W o p a Q Q q aQ q a4 0 � IM C C 9 c v 0 Z m A sul3mv. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT{] 04181.003- 31012 MoDET_ 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C Im ROLAND A. ABIACRA AR NO 93723 DATE: 02/19/24 SCALE: 1 /4"= l' - O" SHEET JL1' TOP: 2X6 PT. ® CENTER CF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/e' WASHER t NUT OR W/ (2) 1/2' X 6' ANCHOR BOLTS W/ 2' X 2' X I/8" WASHER t NUT Fj SECURE 2x4 - .- 70 BLK W/ ""- --' I. 1/4" TAPCONS C^J �<�... 1 112" EMBED, 8' O.G., .._.� 4' END DIST., 11/2' EDGE DIET, - - SIDES: 2X6 GARAGE DOOR BUCK SECURED ---_ = W/ (5) 112' X 6' J-BOLT OR ANCHOR - --.--- BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X I/8' WASHER a NUT, lP WITHIN _ ---- _ 8' OF TOP, (I) WITHIN 8' OF THE BTM, - - (3) EVENLY SPACED. - - —_NOTES:_—_-- ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S IN5TALLATION INSTRUCTIONS WHERE _w 1_11TI(NNF ARF m_ STRINf:FNT GARAGE DOOR BUCK ATTACHMENT D2 SCALE. —1'-0' e' CMU I/2' DRYWALL 1.4 P.T. OR 5/4'X4" MIN, SECURE THRU FRAME t 1'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ SAC, TAPCONS DOOR CA61NG (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW l 18' O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" AWINDOW TO BLOCK +3/4" OR +5/4" `.s 2X4: SECURE TO BLOCK W/ 3/16' TAPCON5 (MN. SHANK SIZE .145 MIN. HEAD SIZE 3010 MIN. EMBEDMENT 1 1/4") WITHIN 6' OF EACH END t IS' OC. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCCN5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU t 18' D.G-MAX SPACING. 1/2' DRYWALL 2X8: c*E= I'X4' SECURE TO BLOCK PT, NAILER W/(2) 3/1W TAPCONS (MIN. SPANK SIZE .145 DOOR CASING MIN. HEAD SIZE -100 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END d 15, O.0 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 +1 1/2" �WIND�O% TO BLOCK +1 1/2" 3/4 PT SUCK 114" SHIM II it ly � . 0 T INTERIOR EXTERIOR 3/4"XS' RECESS` 3/4" BUCK CONNECTION 2 TO 3BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t IB' O.G. MAX 6PACING. 2X(­ SECURE TO BLOCK W/l2) 3/16' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 30 .0 MIN, EMBEDMENT 11/4') WITHIN 8' OF EACH END 8' CMU t al CC, MAX SPACING. 1/2' DRYWALL 2X8: SECURE TO BLOCK ❑ I'X4' W/(2) 3/16' TAPCON6 P.T. NAILER (MIN. SHANK SIZE .145 '7/16' 0,6.8, X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END t 18' OG, 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 +1 15/16" @=ROW TO BLOCK +1 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 54ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' W/(2). /IIW TAPCCN5 (MIN. SHANK 51ZE .14E EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 I MN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU t IB' O.C. MAX SPACING. 111' DRYWALL 2X8: CST ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' 74PCONB P.T. NAILER (MIN, SHANK 51ZE '145 DOOR CASING MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 18' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �1YhND�OW TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 11 WITHIN 6'OF EACH END t 16, O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN, SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 11 WITHIN 8' OF EACH END t 16' D.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCON6 (MIN. &HANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 5' OF EACH END t 18' O.C. MAX SPACING. — NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') B' CMU 1/2' DRYWALL CELL TO BE POURED SOLID W/ 2,500 PSI CONCRETE REINFORCED W/ (1) 5 VERTICALLY I'X4' P.T. NAILER l/I6' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB PTO BLK DETAIL 2X4: cm SECURE TO BLOCK W/3/16' TAPCON5 (MIN. SHANK 51ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN &' OF EACH END 6 1W OC. MAX SPACING. 2X6: CM SECURE TO BLOCK WK2) 3/16' TAPCCN5 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 1 18' O.C. MAX SPACING. I/2' DRYWALL 2X8: CEM ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCON6 P.T. NAILER (MIN SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/41) WITHIN W OF EACH END e Ia. OC. MAX SPACING. DOOR JAMB OR WNDOW ATTACH TO 2>1 PER MANUFACTURE5 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +3" clwr aom Tn rzT.nrx +a" 2X4: CM SECURE TO BLOCK Ill/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3CC MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END t IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/I6' TAPCCN MIN. 1-1/4' WI(2) 3/le,' 7APCON5 (MIN. SHANK 51ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN e' OF EACH END t 16, O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. 5HANK SITE .145 MIN. HEAD SIZE .3m0 MIN. EMBEDMENT I I/4') L2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W/(2112d WITHIN e' A 16' O.C. MAX OF EACH END t 6' TO 8' O.C. MAX SPACING. POOR 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 +3" qANO TO BT O(K +3" 2X4: CM SECURE TO BLOCK W/ I/4' TAPCON5 (MIN. SHANK SIZE J45 MIN. NOTE: WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN MSTRUGTIONS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +3 7/16" WINDOW TO BLOCK +3 7/16" 2X4: SECURE TO BLOCK W/ 114' TAPCONS (MIN. 5HANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 111 WITHIN 8' OF EACH END t 10' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 1/4' TAPCONS (MIN 3/I6' TAPCON MIN. 1-1/4' 5HANK SIZE .145 MN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1114') e' CMU WITHIN 6' OF EACH END t IS' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® El I'X4' SECURE TO BLOCK P.T. NAILER W/(2) I/4' TAPCONS I" P.T. X 4' MIN. (MIN. 54ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') DOOR CASING WITHIN el' OF EACH END t 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 1/1/4')DOOR JAMB TO BLOCK +3 3/4" ��WI�NDO% TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w mabdesigngroupxom AA #: 0003325 F NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/1/4')DOOR JAMB TO BLOCK +3 3/4" ��WI�NDO% TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w mabdesigngroupxom AA #: 0003325 F W h d Fd x W W ZZ 4 0 a � Q � � 0 a _ M Cccgg p 0 9 h ti O sUBDIV. & LOT• ABBOTT PARK LOT # 31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C WA 7 ATE 7 R A F s i RO A. AB ACRA AR NO 7 PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' — O" SHEET ID2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION 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 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 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 12/31/2024 8248.1 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 12/31/2024 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 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.16 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 2023 FBCR 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 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 4/12/2027 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2023 FBCR 4/30/2026 41886.1 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. DOOR w/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 U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 JAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310.1 IKO SHINGLES 30YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL15272.1 ALSIDE'2T'VINYLSOFFIT SOFFIT 2023 FBCR 12/31/2024 FL15272.2 ALSIDE ALLIANCE 'T4'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/l/2025 17188.1 MID -STATES ASPHALT& CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41886.1 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS 1S 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 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORI DABUILDING.ORG CONTROL DATE: 05/30/2024 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/30/2024 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w � Y F Q a w o s 0 0 � 2 8usniV. de LOT: ABBOTT PARK LOT 31 BLK. 1 PHASE 3 PROJECT# 04181.003- 31011 MODEL• 4EBB "1828-CALI" GARAGE SWUNG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C UC vRCbkND A. AR N0�99�1 CRAJ nAIM 03/30/23 SCALE: 1 /4"=1' - O" alam"L D 3 NOTE APPROVED BUILDING WRAP - SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE �C 11' m VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) / 6' s HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAi-16 NEED TO BE TAPED LATH VERTICAL LAP TO BE I" APPROVED HOUSE WRAP WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE l '� / I' OR LESS PIPE 1 �, _ 6'xb' SELF -ADHERING MEMBRANE PREFOR"IED CONTROL JOINT i d' THICK, 3 GOAT CEMENT PENETRATION R ,� FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T \ PLASTER \ - \j WR4P MATERIAL)OVER 4'x4' BE WIRED TIED TO LATH m 9' WRB LATER -S, FORfIFIBER / / FLASHING MEMBRANE �" y FLASHING OVER APPROVED O C. MAX (VERTU. / \ �/� , _\ NOT EVEN IF STUD EXJOI T TO n ..ET°� -_- - i / \ HOUSE WRAP. NOTE' DO BUILDING PAPER — y / FLASHING TO EMEND CNTO PIPE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH \ / WRB LATER 'I, X X ' GUT AND OVERLAP ONE SIDE OF----J\ \ N' LEG MAY BE USED TO TEMP. FASTENED -T' (VERTU O.C. MAX X X SECURE CONTROL JOINT AT SUPPORTS X DURING INSTALLATION — SELF-ADHERInK; MEMBRANE FASTENERS TO BE SPACED 5TUCCO WRAP METAL LATH FLASHING' ----- GUT AND OVERLAP ONE SIDE OF .1. O.C. MAX VERTICALLY STEP 01 STEP #2 FLA6HING WOOD SHEATHING / / / SELF -ADHERING MEMBRANE uLRe LAYER Fl, d' THICK, 3 COAT CEMENT - - STUCCO WRAP PLASTER SN�CGOLAYER WRAF' / METAL LATH 1*25 LATER 'i, FORTIFIBER WIRE LAYER -2, FORTIF15ER _ _ --- i BUILDING PAF£R - WRB LAYER 4, FORTIFIBER BUILDING PAPER nETAL LATH BUILDING PAPER \ / \ I / LIRE LATER '1, y� &'xb' 6ELF-ADHERING MEMBRANE STUCCO WRAP - \- _ FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE LATH SHALL NOT FLASHING OVER APPROVED WOOD SHEATHING -__ � HOUSE WRAP BE CONTINUOUS e' s' ,J INSTALL BTgPLES) 49- ` �PFLASNING TO EXTEND ONTO PIPE THROUGH CONTROL \___ -u ��—_ 4'z4' 6ELF-ADHERING MEMBRANE JOINTS BUT SHALL _„r. _._y - REQUIRED TO SECURE - �, I, __---- _ - FLASHING OVER APPROVED BE bTOP -ED AND PIPE/ WIRE TO FRAMING 1 HOUSE WRAP. TIED AT EACH SIDE. - --- PROVIDE 2X4 BLOCKING FLASHING TO EXTEND ONTO PIPE PER ASTM GI063 \ PLACED FLAT MAX &' TO S' F r \ I FROM CONTROL JOINT WHEN .,- NOTE, IN COMPLIANCE W/, FOR LATH TO BA6TM� 063 T / CONTROL JOINT FALLS ON ALE: 111 LAP j �/ \� Ili N' CONT. BEAD OF SEALANT \ 1\ STRUCTURAL STUD SCALE: I/2'=1'-0' / —I-------------IN6TALL APPROVED NOU6EWRAP AIR INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE / \ I SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITIp"I \ �� 11 ---------ELASTOMERIG COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN \ �-'C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH — & PAPER DETAIL / lLl'70D STUDS SECTION F PER SECTION R7037 \ / E tenor lath'nq and Plastering 6HEATHIW, Exterior use of Portland cement plaster NOTE; •'` shall mmply fh the app9H-1n SIDE LAPS OF METAL requirements . of ASTM C926-1 Bb. PLASTER BASES SHALL BE SECURED TO BUILDING Insbllatign of a#erior lething and f2mng O„M.. TYPE CONTROL JOINT THEY $WniaERED PAPER o ASTMn37, ply vnth ASTM C 1063-19a BETWEEN SUPPORTS L. -. _.. -_ WITH 0D415-IN. (1.21-MM) STUCCO WIRE 4T INTERVALS NOT MORE THAN 9' (22S-MM). A NWRD AS PER A5TM CII �l/� ����-� FIFE FENET 7®,47I0N DET,4IL O I. FOLD I . Pt. O I. FOLD INWARD . PT. A \--) /1 ®Fa0 ��A6E.P.B 4 KICKOUT NOTE ® IN U REPAIR OF TEAR6 HORIZONTAL LATH N,T.�. DETAIL M B LAYERS, TEARS MAY PATCHED & PAPER DETAIL M S E WRAP TAPEPER P'1 PER 4SPEC. OR STICK LLD y PEEL a STICK V • 45' VC OL FOLD INWARD • O I. FOLD INWARD . Pf. A PT. A R.OR F . PT.5 �. OfEA4E . FT.B 5. CIffASE 3. CREASE 4. FOLD O OVER FR. B TILL FT, C TOLCHE6 BOTTOM FLANGE • „' BOTfCM FLANGE WATER TIGHT SEAL FOLD, QR N21 wT THICK 3 COAT CEMENT PLASTER 1g2 1,, .- 5 —T CEMENT PLASTER (L,-IW WRB LAYER -2' FORTIFIBER BUILDING PAPER rFRNtE oru.Y) �, WRB LATER 9, 57llGC-0 U.RAP(FRAME oNLYI S1`. LAP LAYERS OF -II WR4P 1•.�:..�`-a• OVER —I-1—FLANls. 6TOP 'f`.Y.!:i.'`• uL�AE®'2X1R' ABOVE &iINGLE6 (R241-E ONLY) i F. T \ ROOFNI,4LL BGREED . ti ' Sr3 WALL FLA6NRG o a o'I � KICK-dIT FLASHING ISEE _ l r FELT WDERLAYMENt 9HM�LEFINGJ 4i0 NOTE: INSTALL j FLASHING AT BOTTCfi CF R90F . i '. WALL MTER6ECTICN9 DRIP EDGE: OVErdAP 3', -- ---- ---- ExTEND I/!' BELOW Fg6Gl4 LLR4P ,--, MECUANIOALLr ASTEN <' OL. MAx. OR ROOF WOOD SHEATHINCx OR CMU WR5 LAYER 1I, STUCCO WRAP (FRAME ONLY) g' THICK, 3 COAT CEMENT PLASTER (FRAME), I/211 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 $ 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 ELEvATIONB 5 " L" FLASHING N.T.S, LEC ENIE-) DRAINAGE PLANE (WRB LA1'ER #1/ STUCCO UJRAP) LURB L,4 T-ER #2 (F0R71FIE3ER — — — — — — 5LUILDING PAPER) METAL LATH x—x—x—x STUCCO LUOOD OR 71111 ZIP LUALL —/..� , SI-IEATNINC� / ice; SELF-ADHESIVE FLASHING; — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703,7,1 / ASTM CIOG3-2018B, MIN- 2.5 L5&- PER SQ. �'ARD (UTILITI' OR NOMINAL L4TL4 DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 F W y C _ G m A Q Q Q Q Q C `r 0 g Y m O SUBDIV. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL' 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AR NO 93723- PRINT 02/19/24 DATE: SCALE: 1 /4"=1' - 0" SHE �ET /T /n1` V V Lfin\ I INSTALL 6' 5ELF-ADHERING MEMBRANE FLA5HING OVER STUCCO TOP, SIDE(5) AND BOTTOM FINISH FLANGES OF NON -MOVABLE - SELF ADHESIVE FRAME OF r14E EXHAUST. _- 6" SEQUENCE OF FLASHING TO BE: - OVER TOP 8 SIDES 1. BOTTOM 2. SIDES 3 TOP X ' VENT CAP 15 TO BE SET IN BED SELF OF SEALANT AT TOP AND FLASHING X j SIDES ONLY. SEALANT 15 TO BE UNIT ;- TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. PREMANUF. DRYER �..j' X I`. I E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL _ VENT GAP (SET IN X JOINTS AND INTERSECTIONS _ CONT. SEALANT) APPLY SEALANT AT PERIMETER OF - BACKER ROD - NON -MOVABLE FRAME AND STUCCO - _ - ON ALL SIDES, Ya" CAULKING ® JOINT SEALANT -a \ ALL AROUND - _ TOP 8 SIDES - PER SECTION R703.7 Exterior lathing and plastenng Exterior use of portland cement plaster - BACKER ROD,' _ _ _ shall comply with the application (? DRYER VENT (BLOCK) - requirements of ASTM C 926-18b. V ` ' ; X Installation of exterior lathing and framing II shall comply with ASTM C 1063-19a - -x ASTM 1787. - - WRB LAYER "I, i' =or STUCCO WRAP 'x HOODED VENT BUILDING PAPER X OVER 'QUICK X g" THICK, 3 COAT CEMENT FLASH' F- —I PLASTER — METAL LATH WRB LAYER •2, FORTIFIBER PIPE THROUGH BUILDING PAPER WALL - - U.IOOD BREATHING 6A DRYER VENT (FRAME) 6° 5ELF ADHESIVE FLA51-4ING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' LEGEND DRAINAGE PLANE (UJRB LAYER *'I, STUCCO 111RAP) LURB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x x—x _-- WOOD OR 7/1ro" ZIP WALL - SHEATPING - SELF-ADHESIVE FL,45PING NOTE: MFFTAL LATH: LATP TO BE PER SECTION R703.7.1 / ,4STM C1063-20185, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) �/-��VENT PENETRATION ti SCALE: N.T.5. ELEC.METEF VERIFY LO AREA TO RECEIVE' STUCCO SCRATCH COAT a 1 GOAT OF PAINT W/5,4C:<- ROLL PRIOR TO FI__FG METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING ` WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD T/e' TEXTURED CONBTRUGTION (-FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMEsER a 7' O.C. MAX e' CMU �• Yc° To 1$' MID -WALL LEEP SCREED ® 6' WIDE STRIP 5ELF -- - ADHESIVE FLASHING, GLEAN MASONR7 BEFORE APPLYIN3 _TEXTURED FINISH * MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) c WRB LAYER "I, STUCCO WRAP GUT INTO SELF -ADHERING x MEMBRANE FLASHING / APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEM #2 APPROVED - I HOU5EWRAP WRB LAYER "1, �ELEC. METER FIELD BELOW STUCCO WRAP - VERIFY LOCATION CUT 5UCH THAT NO MEMBRANE �� APPLY 60 MIN GRADE "D' FELT SELF -ADHERING MEMBRANE FLA514ING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE 5ELF-ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOU5EUJRAP METER WRB LAYER 02, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED 5TEf #3 WITH RIGID POLYMERIC 5TEF #-° SOCYANOTE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A 51LICON E1-45TOMERIC BASE SEALANT AT POINT COATING v STUCCO/ C..V.. R FINISH THAT ELEC. WIRE PENETRATES IEEE TYPICAL WALL APPLY E-Z BEAD SECTION) OVER 60 MIN -__ GRADE 'D° METAL LATH FELT -PROVIDE - SEALANT AT ALL a �� JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION ST D #E eTEfi I*& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W W h w A A ti ti m C SUBDIV. 8a LAT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C *WHITE0 ST O FL R A 1 i[ / t ROL�AND'A. ABO CRA AR I` 937 DA ET 02/19/24 SCALE: 1 /4"=1' — 0" VV A2 1 DR41N4GE PLANE (WRB LAYER 111, STUCCO WRAP) WRB LAYER 112 (FORTIFIBER - - - - - BUILDINCz PAPER) METAL LATH x—xx—x STUCCO WOOD OR 1/1ro" ZIP WALL T ,� ,/-_%I SHEATHING - SELF-ADHESIVE FL45HING NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / 45T1" I CIO&3-20188, 1'11N, 2.E LBS. PER SQ. YARD (UTILITY OR NOMINAL LAT{ 4 DOES NOT MEET SPECIFICATIONS) i -- CORNER BEAD - - - (FASTENER 4 SF,4CING a l" O.C.) - Cmu 1/2' THICK, 2 GOAT CE1"IENT --__{ PLASTER 4FFLIED DIRECTLY TO MASONRY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 w .atidesigngroup.com AA #: 0003325 R w y � � y � � A � 0 a aQ � p a e � a 0 = o e o 4 9UHDIV. & LOT: 14 ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR C A H T. ATE F OR L DAB 02/19/24 SC ALE: 1 /4"=1' - 0" SI-MET `! V A 3 i � � __ -� � - AVAILABLE SIZES MOUNTING CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 'I'. A'AND IS ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN 4' GALVANIZED USING t-' NAILS AT EACH CORNER. ROOFNG CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENINGINTHEROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEA"ING SIZE THE OPENING IN ACCOROANCEwTHTHE CONSTRUCTION ZONES. RT SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. 00 NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FRYING REMOVE INTERFERING SHINGLE NAILS THE NAILING THE OF THETEROFTHELAT TO THE THAT SHENAILIN.FLANGE I " OF THE VENT LAYS FIAT TO THE ROOF SHEATHING. SLIDE THE TOPAND SIDE ALLOVI HESOTTM VENT UP AND UNDER -- J- THINGLEB. ALLOW THE BOTTOM VENT FLANGES TO LAY ON THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE: NTS TEMPORARILY FOLD -UP + SEC CUT HOU6EUIRAP HOU5EWRAP (OI TUCK FLAP UND AT 45' ANGLE at HEAD 135' MODIFIED 'I' CUT YT'IT IN HOUSEWRAP LINE OF WINDOW NG OPENI FOLD HOUSEU . : IN 4T JAMBS I APPROVED HOJSEWRAP OVER SHEATHING OVER WO, STUD WALL SLOPE SILL R. STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EMEND FL. I' BELOW SI FLEXIBLE F DO NOT BE FIN ALIGN FLA6HNG W/ INT, EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE5.(CAP NAILS, STAPLES) INSTALL OUPOYJT FLEXLLRAP AS TF FLASHING AT THE PLUMBING VENT DETAILS 1PPLY h, NOM. :ONTINUOU6 BEAD II SEALANT AT 1 "" AND HEAD or r 1PPLY TO BAOK OF ANDOW NAILING I LANCE IN LINE W/ 'RE-PJNCNED IDLES OR SLOTS, INSTALL 6' WIDE ADHESIVE BACKED FLEXIBLE FLASHIN MATERIAL OVER DRIP CAP NSTALL 6' P JOINT (PROTECTO-WRAP SELF -ADHERING FOOLD HOIITAPESEWRAST-20XL or EQUIV) LASHING OVER DIAGONAL CUT t VINYL HEAD ACW66 HEAD OF _ 'LASHING (WITH END WINDOW DAMS) NAILING ,kT• 'LAN_.E ExTEND \III\ SELF -ADHERING -LASHING I' MIN ql BEYOND JAMB =LASHIIJG I• `\ MIN \ r. INSTALL VINYL DRIP STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1� ( FULL WRAP) SCALE: NT5 STEP 4 —APPLY YEMBFI FLASHING IVER JOINT ALLEY CENTERLINE SS' W10E VALLEY FLASHING NO FASTNERS WITHIN Bhp OR HEAVIER FELT S"OFCENTERLINE EXTRA FASTNERS IN UNDERLAYMENT ENp OF SHINGLE XTENDEND SHINGLE ASPHALT AT LEAST I2' BEYOND VALLEY CENTERLINE ROOFING CEMENT PED OFF i CORN CORNER AT CS DEGREES ASHINGLES TRIMMED 2' BACK FROM VALLEY CENTERLINE --__--- -- I. I 5 THE CONTACTOR5 RE5PONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING 1II HOUSEWR.4P. SEALANTS 4 SELF -ADHERING ROOF VALLEY DETAIL FLASHING MATERIALS USED DURING CONSTRUCTION. SCALE: NT5 'l1 'I, 1,2. INSTALL ALL MATERIALS PER HANUFACTIIRERS U.RITTEN 5PECIFICATIONS WARNING: - -ANTS MAY REACT ADVERSELY IF NOT I' COMPATIBLE. _ ---I __.__- NOTE: iCLEAN AND 5EAL JAMB TO BILL JOINTS WITH '::)OW 1199 FOLLOWINCs COMPLETION OF '.EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL EYE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRU610K ESELOW THE WINDOW OPENIWI '.NOTE --_ _ '.SEAL INTERIOR PERIMETER OF WIND01) WITH SEALANT APPLY 061 H2U (O EOUAL-) SEALANT a WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANDQ WWfTE-SEAL RC-86 OR EQUAL). SLOPE SILL TO EX NOTE I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS t SELF -ADHERING FLASHING IALS MATER USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR I OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS 1 AND APPROVED METHOD J OF FBC R1O3A 1.1 IN ACC-ARVANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLA514ING INIETRUCTION5. WARNING SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NT5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesi gngrou p.com AA #: 0003325 F W m Q z U n 2 tO V w O 0 Q a pp Q CanQ Q 0 Q 1-21 � m 0 x o oK iW - U� I , m® SUBDIV. 8e LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# I ' 04181.003- 31012 MODEL' 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CHR OF (§OF O II i LA A. CRA AR NO 23 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — O" SHEET W A5 L-__-__-------__ \ L W/1"x4" NOTCH 5) - END, WRAPPED IN PEEL 8 STICK - DRIP EDGE II\ / 1/8" TEXTURED FINISH a WOOD iii 1/2' TEXTURED ,1 FINISH -a CMU j \ METAL FASCIA \ WRAP Ya" FROM ` STUCCO, I" FROM \ -- - - - WOOD WALL \ \\ EXTERIOR WALL (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY \ \\ I METAL FA 2X6 SUB E \ \ \ O\ \ \ \ \ \ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BETOND) `\ DRIP EDGE, I" OFF WALL NOT INTO STUCCO) 1/0" TEXTURED FINISH / WOOD, 1/2' TEXTURED i / FINISH e CMU / 2xo SUB -BAND W/I'x4" NOTCH e END, WRAPPED IN PEEL 8 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL i/S' TEXTURED FINISH O WOOD, 1/2' TEXTURED FINISH o CMU METAL LATH WOOD SHEATHING !)R CMU W'RB LAYER "I, STUCCO WRAPCFRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER ,'FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OU7 PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4'-O" SCABBED TO TRUSS W/126 NAILS &"-a" O.G. MAX. 2x SUB -BAND WM 2'x4" NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (E) WALL SUB BAND DETAIL (4 WALL W/KICK- OUT FRAME OR CMU 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 e END, WRAPPED IN PEEL b STICK ^ROOF CEMENT a) ROOF EDGE OMITTED FOR CLARITY E OR CMU KICK -OUT FLASHING PAPER EDGE :RENCE POINT FOR WALL OFF )F COMPONENTS) L FLASHING, WRAPPED " ABOVE BOTTOM OF EDGE 3-BAND 4" NOTCH e WRAPPED IN i STICK CEMENT ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesi gngrou pxom AA #: 0003325 Illb y Q 0 � ��w�w I o o u a z m 0 sul3mv. Z LOT ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 DdODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C DA' ikTT 02/19/24 SCALE: 1 /4"= l' - 0" SEME��T� VV A6 3-4" T-6" - TOP OF 7 SLAB 4" PVC "",1 CHASE 1 1.1 Ix N I� I I ( L_ — — — TE-1 1T_8„ 28' 8" — FM-12X20 1 of 51.1 x *-5 1/2" F-24X24I FM-12X16 m_ 4" CONC. a SLAB o 0 O W x ro m na o FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WTH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, 11.E-1NDICATES #5 BAR, E7INDICATES #6 BAR,ENDICATES #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 4021602-16, 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 5 OF SLAB SUPPORTED T-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 6x6 W1.4xW1 4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BAR_S,_SAME SIZE QUANTITY AS BARS IN FOUNDATION_WIT_H_ 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - (2) 45's FM-12x16 12" CONTINUOUS 1 161, - (2)#5's FM-12'x20 12" CONTINUOUS . 21' - (2)#5's F.tx1 20 12" CONTINUOUS 20" (2) #5's - VARIES F-24x24 24" 24'' 12" (2) #5's (2) #5's - (-)0'-4" TF-12X12 12" CONTINUOUS 12" 1 #5's 1 I 1 o I I EXTEND - SLAB 1 1/2" 1.1 FM-12X20 0 4" CONC.I ( _, U ` x w SLAB - ------__— 5 1/1 3,_6 1/2"-ov3 112" --7 1/2' FM-12X20 F FM-1 o FMC-12X20 — -- 1.1 1.1 _ �I L _ — J I Ju r 4 S" FOUNDATION PLAN 10' 2" 21'-4" 4'-3" 14'-0" SCALE: 1 /4" = 1'-0" 39' 8" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.c m AA#: 0003325 J F w y d a m m v p e 0 0 Fh m o suBDIv. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL: 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 3a MIN. EACH WAY -- - MONOLITHIC FOOTING _STEEL REINFORCING IN GROUTED z �- STEEL REINFORCING IN GROUTED" - i / CELL SEE PLAN FOR SIZE AND ' SPACING REQUIREMENTS _- -' CELL SEE PLAN FOR SIZE AND _ SPACING REQUIREMENTS � { �'}� 1 GARAGE DOOR u I w o w a I I �FCORNER BARS, SAME SIZE AS LARGER BAR RECESS � � {I I� I... _...__ o z - 8" CMU WALL -- S C y�y MU WALL IN ON WITH 30" LEG EACH , WAYATALL (CHANGES N DIRECTIONS �o � TOPr- SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ; \__MASONRY e TOP OF SLAB y E x i~ - CONTINUOUS STEEL MONOLITHIC I� UNITS SET --SEE SLAB SCHEDULE f/� (1 VARIES., If. TOP OF GARAGE ' SEE SLAB SCHEDULE _" % FOOTING REINFORCEMENT SEE SCHEDULE < �- 'p, AT ELEV: BAR SIZE 48 BAR DIA. EXT. PORCH SLAB -4" CHAMFER (1-STORY) �' 0' 0" W/ 1/2" ISOLATION �� 6" CHAMFER (2-STORY) #3 18" EXT. PORCH SLAB '-4" CHAMFER (1-STORY) W/ 1/2" ISOLATION / 6"CHAMFER WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVfNG JOINT (WHERE • • #q 44 APPLICABLE) i -- SEESCHEDULE #6 30" (2-STORY) JOINT (WHERE• ° • SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST g FOR MD, BAR SIZE APPLICABLE)_ Z - FOR MDBAR SIZE /L NU REP OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO M N ,� AND BAR QUANTITY #6 42" , f AND BAR QUANTITY ,�� LITHIC ION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNOER BARS D TAAL DOOR OPENING � 2 3 4 n GARAGE D D SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48"----- LAP TOP PLATE A MIN. OF 48"—� AND NAIL W/ 16d COMMON AND NAIL W! 16d COMMON---"� 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 NEW J REINF. BAR a No 2 STUDS SEE PLANS FOR �- SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART o a! SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. — 2" CAPPED S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE 8", UNO PLATE EPDXY 5-1/2" EMBED MIN. @ 16" OC SLAB W/10d MASONRY % W/FLANGE @BASE i FOLLOW ALL MANF. SIMPSON BPHQ OR SPH6 \ MAX. NAIL 12" O/C STAGGERED. ADDITIONAL SPECIFICATIONS FOR USE AND BTM AND TOP PLATE �� METAL CONNECTORS NOT § PREPARATION OF o ANCHORS W/ 10d x 1 112" \� / REQUIRED WHEN NO � a" ,<" HOLE '. I COMMON NAILS FILL ALL HOLES, DO NOT USE 10d UPLIFT IS PRESENT_ SECURE FLANGE TO x 3 r6EE SLAB SCHEDULE SLAB SCHEDULE SLAB W/(4) 1/4" X 21/4'• o }' a rc -SEE TAPCONS '. P 1TOP - ---F rTOP _ OF SLAB OSLAB `-4" CHAMFER (1-STORY) 6"CHAMFER (2-STORY) a�_La�_u� n %I E0. Imo_ SEE SCHEDULE CO E0__ - - SEE SCHEDULE ADDING BAR TO f FOR MD, BAR SIZE - AND BAR QUANTI FO R MD, BAR SIZE - AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION _�INTERIOR CURB FOUNDATIONWOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BCALE . .- (1)#5 REBAR VERTICALLY W/CONC. z - - -- fPOURED CELL w -" - 8" CMU REBAR @24" O.C. @ CENTER OF LAP TOP PLATE MIN. OF 48"--___-, SLAB w AND NAIL W/ 16d COMMON-'�--�� ---- STEEL REINFORCING IN GROUTED n i NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT _ CELL SEE PLAN FOR SIZE AND w, LAP TO OCCUR OVER STUD OF WALL W/ PLAN f -- SPACING REQUIREMENTS+o 0 II 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z - -- - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE - SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DeL. TOP PLATE SLAB W/1 Od MASONRY NAIL N 4" GONG, REINF. W/ 12" O/C STAGGERED. $ 1 III - .\ 6"x6" #10 WWM ON 21- ADDITIONAL METAL CONNECTORS NOT o - _ ~ �. •,, POLY ETHYLENE ` REQUIRED WHEN NO - r 8"CMU WALL TYP V6-MIL � APOR FARRIER ON �� �_ 1•'d� UPLIFT IS PRESENT. + 01_0" "---POURED LINTEL CON(T. 1 B"CMU FILLED CELL TYP. ' X Q a _ WELL-COMPACTED 1 CLEAN FILL TERMITE _ _ -- - X TOP OF SLAB � �' I 2 1 TREATMENT SHALL BE -SEE SLAB SCHEDULE - 2X WALL FRAMING. 1 - - J u BORA-CARE �'--SEE SLAB SCHEDULE 1/2 DIA SIMPSON ST62 BOLTS 5' MINIMUM EMBEDMENT INTO I C NT #4 REBAR 2) O 0'-0'• - T TOP OF SLAB � - ' z E " � -'ISOLATED" COLUMN PAD CENTERED UNDER WALL AND .. GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX F - (2) 45 REBAR ON CHAIRS - - POURED MONOLITHICALLY WITH - •_ �� ` • J FOUND` AND SLAB ' VIRGIN SOIL OR 95 2,.M = SEE SCHEDULE SC D TryATION � FOR VwD, BAR SIZE DEPTH COMPACTED SOIL A,C / FORE BAR SIZE J / ANSEE D BAR HSCHEDULE VIRGIN OR ENGINEERED SOIL mo 4 AND BAR QUANTITY �'� SLAB HEIGHT LESS THAN S'-6" PER PLAN COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION FOOTING W/ B WALL �� SCALE'. 1 V I L 1 I ) SCALE: 3,q =1 _U 3/4"=1' 0" ( \ NO UPLIFT SCALE 3/4"=1'-0" 5GA E 34-1•-OLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH. 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 W h d C � Q � m W rL C, E, q a Q I'd el � 0 sUSDIV. & 0T: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT{ 04181.003-31012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 25' 1()" I i I I v p i i I M I I v DOWEL PLAN SCALE: 1/4" = V-T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w V 0 Vpp 2 � U 4 p Q p0 Q Q Q Q p H M r O StTBDIV: & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181,003-31012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN %160 MPH EXP C SCALE: 1/4"=1'-O" SHEET - S10 ' L1 ' n --- TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10''HOOK -- GROUTED BOND BEAM '. VARIES PER ELEV. #5 BARS FEII 'T_ --__ .k �,h T � CLEAN OUT REQUIRED FOR INSPECTION - 0'-0" FIN. FIR. VERTICAL REBAR ED I TO HORIZONTAL REBAR WI 10" HOOK 2 BAR SIZE 48 BAR DIA. 1 #3 18 AU UNIT DIMENSIONS 'o 24 E AMU NOMINAL SIZES #5 301, #6 " 42 #7 42" MASONRY SYMBOLS 3 SCALE: 3/4"=T-0" HORIZONTAL/VERTICAL �' REINFORCING SCALE'. 3/4"=1 -"-- ''-------- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS cl $J II --- 8" CMU WALL y- > TOP OF SLAB - ''-SEE SLAB SCHEDULE _— z 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY)'o W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) 18" JOINT (WHERE ! • �.�_ __ '� 24" APPLICABLE) i ,� ---=-MATCH STEEL 30" M#7 - 6" PVC CHASE--- -' N ' REINFORCEMENT PER SCHEDULE 36" THRU FOOTING 42^ --- SEE SCHEDULE FOR W D, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 F W ha _ � � C 0, E n p N O C 0 = Q 0 61 0 m O sUBDIV. & MT- ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E C A. AB RA AR NO 4 DAF'PTE: 02/19/2 4 SCALE: 1/4"=1' - 0" 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) 10d 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: _ 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 .1 -- _ 8F16-lT/_OM_ /OB _ 8F16_-_lT/_OM/OB 8F16-lT/OM/OB 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, m ;: CONNECTERS ARE TO BE GALVANIZED. 4 I; 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 1 r' CLEAR SPAN OPENINGS. ! GT 1. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). i a „_ 8F76-1T/0Ml0B 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. p 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 PSS36, .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. d ! 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. . 3 BEAM SCHEDULE INDICATES OPENING BELOW / TO = 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 ENO, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT 4 REINFORCEMENT STIRRUPS MARK DESCRIPTION Pc SIZE REMARKS (Psi) WxH' - _ BTM. TOP MID SIZE SPACING - 801 MASONRY 3000 1 8x8 (1) #5 N/A GROUTED SOLID _ g m o o o i SEE SHEET S2.2A FOR SAFE LOAD TABLES UNO, PROVIDE B61 WHERE ! ? —-- T ROOF TRUSSES BEAR, TOP z OF WALL EL. 8'-0", UNO. " a s 8RF14- 1T/OMIOB I � ! !,8RF6-1T/0M/0B' $ =,. 8F161 013 _. a _ g _ SF16 MIN -1 T/0M/1 B 1 T_4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 F W y � W � — p Q C, p p p v 0= 0 m 9 0 yN 0 svaDly. sLOT: ABBOTT PARK LOT #31 BLK: 1 PHASE. 3 PROJECT# 04181.003-31012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C A H T S ATE F F O k� ( A. AB CRA AR NO 7 PRINT 24 02 19 DATE: / / SCALE: 1/4"=1'-0" SHEET S -_ " #5 ORNER BAR W/ 30" LAP FOR EACH COUCRSE OF BOND BEAM - ----� - - ' _ VERTICAL REBAR W710" HOOK-- — ,. 1� W TYPICAL +- #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1' 0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 6"x8" #5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING _ L PLACE STEEL HEIGHT. Y REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) 95 BAR CONTINUOUS AROUND �NGt? AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE_ TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM - COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL _ % REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / / TOP OF THE LINTEL. / n Mx�.Qp 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. '-8-�- �,q. DBL BOND -� _ TOP OF BEAM W! (1) #6 BAR BEAM EACH COURSE \ p 8x8 BOND BEAM -- -�,. _ TOP OF � pF�Nx pF/ �F=FILLED W/GROUT NOMINAL W/(1)#S BAR \ ;� - BOND BEAM ptN! U-UNFILLED GROUT SOLID FROM —�.. _ _ TOP - GROU /#OFi75'S, IN 2ND BOND LINTELTO TOP OFBOND \ OFOPENING WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 -- a N $ 1 6- 1 T/1 1 V 1/LJ B 8x8 PRE -CAST CONCRETE ti4 Ep fff MASONRY g QfvEF�A NOMINAL= - LINTEL W/ BAR LOCATED PER - HEIGHT # OF #5'S, TOP BEAM SCHEDULE IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE / n BEAM DESIGNATION L THATXFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX- iT/OW08 INDICATES A SINGLE BONO BEAM PLACED IN LINTEL \ IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED -__ TOP _ LINTEL OF OPENING 10 AND XUXX- IT/OM/OS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) --- 2x4 (MIN 2 X 3)1-3/16 ---t- �� TAPCON OR DRIVE PIN (MIN _ �� 1���, SHANK SIZE,145 MIN HEAD ! WINDOW SIZE 300 MIN EMBEDMENT 1 1/4")8"FROM EACH END AND _....� �� 18" O.C. MAX. MIN 1-1/4"` - EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON 1/4 ?I PRE-CASTI OR DRIVE PIN (MIN SHANK WINDOW SILL Z SIZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" _ —SLOPE FROM EACH END AND 18" __- O.C. MAX. MIN 1-1/4' ro EMBEDMENT 2x6 (MIN2 X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING--- — V4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MINI -1 14" MIN. 2-12d PER ELK. EA. END EMBEDMET — 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW L QMD WALL SILL CONSTRUCTION 3QALE 11/2"=1-D. ARCHWAY FRAMING DETAILS SCALE: 3/4" = 1'-0" r SINGLE #5 CORNER -- \ BAR, 30x30 TURNED UP OR TURNED DOWN INTO 1I �- - STEEL REINF. OF FILLED CELL III BOND. BEAM PROVIDE#5 BAR AT EACH SIDE STEEL REINF. OF ` OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774-4078 wwwsbdesigngrou p-com AA #: 0003325 F W y a � am W C� iz a e w 2 � y O C � � r m O svBDIV. & I.oT- ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 mor)EL• 4EBB "1828CALI° GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C ROCARD A. AB CRA IlIk AR NO 93723 00 DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET Ste IA -T rI T I 1 r 1-1 I:_F__TI "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 B/8-0B /16-1 Tlos 20-1T/OB 24-1T/0B /28-1T/OB 32-1T OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID r(17E LENGTH 8 8-1T 8116.1T 8/20-1T 8/24 1T 8 28 1T 8132-1T 8/8-1B /16-1T/1 /20-1T/18 24-1T/18 28-lT/1B 32-1v1B 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3' 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'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'.0" PRECAST 514 763 4'-0" PRECAST 1383 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 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 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 W87 1161 3693 5877 6036 6548 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 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3,408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 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 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1 1472 1763 1710 1989 11'4" PRECAST 330 544 1312 1742 2252 2868 3630 1 V-4" PRECAST 132 417 1 V-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 82 298 13' 4" PRECAST 308 303 393 4B4 575 645 414 1045 1365 1732 2316 260s 396 780 1057 1312 1071 1203 14`-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR 14'•8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 626 746 ess 45 458 1079 1429 82 1B24 2277 71 2712 246 663 663 980 960 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 664 793 412 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 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'.4" PRESTRESSED 162 266 348 430 513 595 236 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 537 690 816 943 22' 0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 290 359 428 497 1s5 550 784 saz 1203 1381 0142t1226 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 245 302 360 418 129 450 65a 824 101a 1147 455 581 687 793 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 F W ya z z Z a m W o g g o CA o SU13DIV. 8c LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C A9CWITE-Cft STATE OF FLOFDI RO ND ABO CRA NO 93 PRINT 02 19 24 DATE: / / SC ALE: 1 /4"=1' — O" SHEET S 2 > 2 A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. S. 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 PSS36, .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 U-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 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO I W/ SIMPSON LTA2 OR HETA-16 USED TO y� U v v BRACE TOP OF CJ1 ��� EJ7 IT — — rr — �I — — - ---i.. CJ1 u CJ3 = II II II II II II a II II 11 II II 1C n n II CJ3 II II II II II I II ATTACH 4'-0" LONG 2x SCAB TO I 1 CJS _= u n II a TRUSS W/ 10d NAILS @ 6" O C II li n II == CJ5 (4" FROM EA. END) I I II 41 S3.1 T===_____ A3— _ _ _ _ _ _ = _ _ _ - - PRE -FABRICATED TRUSSES @ 24- O.C. MAX. ! .......... 0 T 20 4 ATTIC ACCESS- _____ --- _ _—__-__—_—_— _ _AS _A9 _ A11 _ -_w -1A —x—__-- -- x—----��- r ��_A13 L i —=-- T A15 3.1-- -- -- ---- -- P�" - I —S — FRAMING PLAN SCALE: 1/4" = V-0" O d 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y d o o a tip ¢� q C O 0 0 G 9 ro O BuBDIP. & LOT: ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003-31012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C A HITE T STA F F O D I�I- ROL AA. AB CRA AR NO 937 PRINT DATE: 021924 / / SCALE: 1 /4"=1' — 0" SHEET S 3 i J , J , I � 0 I � I / ENGINEERED WOOD TRUSSES--, PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP 'ROOFWALUFLOOR ) DRAWINGS FOR REVIEW 1 \ SHEATHING '� FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL III \ # 1100 UPLIFT SIMPSON —1 1 PLYWOOD SHEATHING, SEE (9) 10d x 1 z' NAILS TO TRUSS �'ROOFNVALUFLOOR 1 SIMPSON HETA16 — �,, ( ) HTSM20 W/1010d TO ` 1'1 B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH / TRUSS ANCHOR WITH )� NOTE: APT SYP #2 2" x 4", \ TRUSS AND (4) 1/4" x 2 1i4" / SHEATHING x 1 NAILS TRUSS 16dSTRAP, g ) ( ) 1Dd x 1 NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE, VERTICAL � / DB , SIDE, GIRDER. PROVIDE 5" �� 1 W/ 10d NAILS, 2 ROWS, 3" R CONT 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 1) j' AND / NOTE'. A P T gyp #2 2" x 4" CONJUNCTION WITH C: ACCOMMODATE GIRDER HTSM20 INSTALLED ON — PRE-ENG TRUSS (16) 10d x 3 NAILS TO GIRDER 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT 71EDOWN REQUIREMENTS. OPPOSITE FACES OF / 7 1/4" x 2-1/4"TITEN SCREWS TO CMU. () W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE TRUSS AND (4) 1!4" x 2 1/4" WITH (12) 16d x 3' NAILS TO GIRDER, ADDITIONAL PLY MAX. TO `A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO `I CONTINUOUS BOND BEAM ACCOMMODATE TRUSS i WITH (4)'g" x 6"TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL � ANCHOR REQUIREMENTS, tx2, 2z WOOD FASCIA- a' x 2 �" TO GIRDER SEE ARCHITECTURAL % �� ENGINEERED WOOD _ — B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/ (3) 16d __— TRUSSES @24" O/C, 2 x 5"TITEN HD TO CMU AND (18 SDS x = O3 ) GALV. COMMON NAILS. DRAWINGS 1x2, 2x WOOD FASCIA ' 3" TO GIRDER tx2 SECURED W/ 10d SUBMIT SHOP - ---- FOR REVIEW T SEE ARCHITECTURAL % 2x W/ 16d /� C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS AND APPROVAL SECURED (3) \ (2) }° x 6"TITEN HD TO CMU AND (18) SDS �" x 3" 12" O/C �'/ GALV. COMMON NAILS. 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) lx2 SECURED W/ BEAM \ MASONRY BOND BEAM-------�" GALV. COMMON NAILS --- ENSURE THAT CELLS ARE GROUTED 12'. O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U. 1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3286 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 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 3/4"=''-°" 2a 2b 2c SCALE: 3/4"=l'-0" GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN / BRACE W/ (3) 12d @ EA, TRUSSES WHERE (--- LBTA12 20 GAUGE TRUSS TO X-BRACING IS PRESENT AT / Wl 10dxl/2 HDG NAILS COVER 5DTRUSSES) 4'-0" O.G. (AT SHEATHING \ / / @ EACH END. TOTAL OF 10 � SEAMS) PER ELEVATION 0'-0" TO 30'-0" (1) "X"BRACE � FLOOR 30'-1" TO 60'-0 (3) "X" BRACE ----SECURE 2x PLATE GIRDER —\ (1) "X" BRACE @ CENTER TO BLK W/ /2" DIA. ' 6'-0" MAX (W/lX4) OR 1o'-P'MAX (W/Zr4) 2 "X" BRACE DIVIDED EQUALLY BOLT () ANCHOR BOLTW/IG � / FROM CENTER TO END. WASHER SET IN HIGH PER Z, WOOD FASCIA, �� STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC ELEVATION — lx4 DIAGONAL SEE ARCHITECTURAL I-- PRE-ENG FLOOR TRUSS __ _ — BTM. CHORD PRE-ENG GABLE TRUSS-- SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2' HIGH BRACING, SEE PLAN FOR LOCATION j O� C W/ 12d's 8" STRENGTH CLG. BOARDPER— \ '\ MAY NOT BE STIFFBACK PER MAX SE `— SECURE TRUSS TO TOP PLATE w/ (2) \� REQUIRED 14 SS TRUSS ENG) �CONT. 2x4 SECURED W/ \ TOENAILS (2) 10d'. @ EACH TRUSS \\ / \ ' TO BE INSTALLED @ 10'-0" O.C. MAX. " A.B. WITH BTM j --- . CHORD OF ,1 -- DOUBLE TOP PLATE /� MNEMBEDMENT / WOOD ROOF TRUSSES \ \— 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18) 16d x 2-112" NAILS TO POST., POST 70 SIT DIRECTLY - SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB--�i BOND BEAM REQ. URE BTM. PLATE TO BE PT. E--- \ , \ PROVIDE DBL. TOP PLATE ECU RE BT. PLATE TO SEC \ \\ SLAB MASONRY NAIL ��T PROVIDE BLOCKING 12" O/C STAGGERED- � ADDITIONAL METAL S 1/2" GYP. WL. BD. " " lx4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER CONNECTORS NOT a MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO �" • ! r • c 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT, COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING LOCK WALL W/ GABLE END (��P`RE-ENG'D (�GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" J SCALE: 3/4"=T-0" TRUSS SCALE: 3/4'=1'-0" (FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `*% SQALE SW=r_D(" 0 UPLIFT � N ) —NOTCH DEPTH I/4•D USED SO LONG AS THEY CONFORM TO THE /�HOLEEDGE 15/8" T ! —HOLE DIAMETER FOLLOWING � � ' < 2/5`D SGL STUD / OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES —HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 //�� FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ll SUBJECT TO F1 AND F2 FORCES. BTM. '---HOLE DIAMETER PLATE ¢ 3/5'0 DBL. STUD 914 ALTERNATE MATERIALS STUD NOTCHING 11 $ AND BORING LIMITS SCALE: 1 1!2"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PK 407-774-6078 FAX: 407-774-4078 www.abdes i gngrou p.com AA #: 0003325 F W d W a w o o o A A o e e e a e m e a O svaDiv. & LOT: ABBOTT PARK LOT #31 BLK:1 PHASE: 3 PROJECT# 04181.003-31012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C N IL SHEATHING LADDER --- --- - VTCR OR MTS-12 SPACING (1 AT EDGE PER SCHEDULE E 2X4 CONT LADDER EDGE VTCR OR MTS 12 EACH END AND 6'-0" O.0 MAX. 2X4 LADDER AT 16"O/C _ J W/(2) 16d NAILS 8" O/C TO _ TOP CHORD OF TRUSS T � (2) 2X4 Not SYP DIAO. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO I V� q a COVER 5TRUSSES) \ pl IIII" � Ilp GGA 0 0'-0"T030(1)"X"BRACE 2x SUB BAND -- � I / 0 ffo� 30'-1" T060 0 (3) X" BRACE PRE-ENG GABLE TRUSS (1) X" BRACE @ CENTER STIFFBACK AT ALL (2) "X"BRACE DIVIDED EQUALLY UPRIGHTS OVER 4 10" HIGH\ FROM CENTER TO END (AS PER TRUSS ENG) 0 I� PLYWOOD SHEATHING, SEE 'ROOFNWALL/FLOOR --—_ SHEATHING FASTENER SCHEDULE" SEE TYP TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. l�, SIDE VIEW 1x2,2x WOODFASCIA- ,ice `- CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV, COMMON NAILS. - _- TRUSSES @ 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV COMMON NAILS _ - FOR REVIEW CONT.2x4 RAT RUN = // 12"O/C - = ANDAPPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM -- EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE G 1-- ^ GABLE END PRE-ENG'° TRUSS SCALE: N.T.S. W/ HIP RETURN PRE-ENG GABLE TRUSS ----- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT WO —PRE-ENG OD ° ' OD SHEATHING SEAMS) (BLOCKING , - -- TRUSS O.C. NOT SHOWN FOR CLARITY) - MAX 8 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR - FOR STRAPPING LOCATION 8 VERIFY SECURE 2x6 PT. PLATE TO BLK I W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6"MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2xe P.T. PLATE W/ 12d's B" O.C. MAX DONC. POURED LINTEL COURSE - CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE'. 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J W y C � � a m w V w O Q a Q n cl - a ti m a SUBDiv. 8e T ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181.003- 31012 MODEL- 4EBB 1828— CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C eAi NO DATE: 02/19/24 SCALE: 1/4"= l' - 0" SMEET S3ll�k,1� I 1 I GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM 0331C33M.MAXIMUM AGGREGATE SIZE SHALL BE 314". GASLEENO p -' STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONSAND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. si ARCHITECTURAL 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 PROVIDE 6MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0GROUND-GROUND WHERE INDICATED ON 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 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. SEAMS LAPPED 61NCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 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, SIR EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH; AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE URFA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW 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 WOOD TRUSSES. 20 psf TOP CHORD -non-concurrent TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 15 pcf TOP CHORD 20 psf TOP CHORD (7 psfwIASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D D LOAD TO RESIST WIND UPL FT1 f MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT � wP RooF ate, EA I . Cps BALCONY LIVE LOAD 60 psf WA'I-L. 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 ID 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 PSF (-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 PSF (-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 PSF (-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'-0" 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 RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, LE, 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: +J- 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 P ACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. EXP 1 (40/20j, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS PROHIBITED DOALL PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH 19/32'STRUCTURAL SHEATHING EXP 1 (40120).(SEE TABLE FOR FIELD SHEATHING ECONTRACTGINEER T WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT INSTANCES, ROWALL ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT AND EDGE SPACING) SEE FASTENER SCHEDULE DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. MIX SHALL HAVE A MAXIMUM 3/8" RSE AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING TO GABLE ENIL. D FRAME USE 10d RING SHANK GUN TO CONSOLIDATEGAGGREGATE, TO CONSOLIDATE GROUT. NAILS @ 4'^O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: S„ SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM lod RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/8" 0,113 F1667 SCREW SHANK PERINCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/W 0.113 F1667 SCREW -NAILS RSRS-01 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL' RAFTER OR TRUSS-- ---_� _ BE MADE BY THE GEO-TECH. ENGINEER. 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, O 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 = ? A500/A500M, GRADE 8, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy = USE 1/2" CDX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" ❑ ❑_ 2,500 IS; REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOREACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS PER MANUF. SPECS) SEE DETAIL ------`.- CO NCRETEPLACEMENT. CONCRETE SLUMP SHALL NOT EXCEEDS'd- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCEWITH THE TURN -OFF -THE -NUT METHOD. BUILDING LENGTH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ROOF SHEATHING LAYOUT AND ENDWALL BRACING EFC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NONCOMPLIANCE WITH THE ABOVE. ZONE 2: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 3: 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: BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSL END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE 1-IOT FOR#5 AND SMALLER 2, FOR #6 AND LARGER AND ADHERES TO ASCE 7-22 C. FOR CONCRETE NOT EXPOSED TO WEATHER ed RING SHANK GUN NAILS C 40 C j TOP & I-- EDGES �G l YP. EXT. SHEATHING ATTAHMFNT G G. L10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING itA I F11NU C#8 2" DECK SCREWS @ 6"-8" O. C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) "YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 314" FOR SLABS, WALLS AND JOISTS 1-112"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS FASTENER SCHEDULE APPLCATON 62E TYPE SPACING REMARKS APPLICATION SIDE TYPE SPACING G2 PT FURR NG TO CASE HARDENED COIL GARAGE DOOR 6LCK N MASONRY F C/O 1 1rz EM ND D ST., MASGNRY, CONC. S"OIG ,Id DA TAPGYI eED,d E O -1111D LONG. TOMASONRYICONC. NO WASHER FgSTENER 1 trz"EDGE DIET. -------- ------ -C, AL. EXT. Do L 9 OIC WNTC MASONRY —NO F NED GARAGE DOOR e��GK irz DA ExPANS ON BOLT 15 OIc (ale DIA} d"EMBED. d ENDDGT- 1xPT, SEE NOTE 6G HAR LO 9TAGGEREO NTO MASO i0 MA50NRv2CONC. w/WASHER 2d"O/0 (1t2"Du) 3 EDGEDST- WNDGWF E L ,MNDa>vIDG NED MEAL STRAP TO CONTACT THIS ENGINEER FOR SPACING PT GEENDTE6 LON STAG RED NTOMAEG G MASONRY(GDNG REQUIREMENTS NG WOR E (2HD ­K 2N PT SEE NON. —HER I—EKTE �S OE 2x PT o" Grc o. PAF x va - e otc a END. a. 1- — PTTO E ,SEE gSHER STAGGERED EDGE DST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAR SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.G0M AA #: 0003325 F W e �S w n Q U n n m v ti m ° sUBDIV. & LOT *74 ABBOTT PARK LOT #31 BLK: 1 PHASE: 3 PROJECT# 04181,003-31012 MODEL• 4EBB t'1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXF. C R H ST TE F F O ID l IL A. A CRA AR NO PRINT DATE: 02/19/24 SCALE: 1/4"= l' - 0" SHEET S N I KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT TO- SPAN (NOTE 2) VWYL SOFFIT BERIEB INBTALLATIONMETNOD (SEE NOTES) DESI0.N PRESSURE IPBN (SEE NOiF 1) NEi FREEAPEA ISO.IXAIWFAL FT.1 NET FR (SI].IN. _ _ no. S— NTIN EOFFT —1 / I—N. 1E.�T/-w.s - EL / 1--lFL s.T/-aa rvD. oszz vEFET Samr cHu,NEL .sEr/-Ea.T P. 9aa3 IKr`I`reo somr IA l86.7/-Eo _ „FL / L-cH.N�,EL « a,/-ao =Woo - INSTn—AEA TDB TABLE OF CONTENT Q SITER canI—S SEIRIFIO Ano nE.n srXENcm of s.se lull. eo lrNsnL s.REn�rH orn ksl _— S/eo VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS EAVE w,omslsPANs) 1.1THEInSTALunoNCRoss sECnonSSNow BLEETssAND-EPICT&NCLE SILLSE SOFFIT INSTALLATION To LONGAs m—umT I�. SEETABLEONTHIBEHEErFORBPA1-11', 11. I21111-16INSTALLATION FASTENERS 21 FABLENE ES SHALL BE THE TYPE. SIZE EMBEDMENT AND EDGE DISTANCE SHOWN ES urvuwWG BUT NOT LIMITED TO NGI. EDGE DISTANCES SHALL BE $UCH TO PRESEELIE CXAcanc or S'S"BATE IrIATEEA1. nSOFUN vuAL "NSFIN Vl LLFINISHTiL1 FIEss sr,nL eEnoSEo io r"eo REQUIRED FASTENER LENOTHs. SEE EASrENEa SCHEDULE TABLE ON THIS SHEET. aRB aqE or coRROSION RESISTANT InnrENIALS SON EATIBLE WITH THE SDBBT�TEWALS. FASTENER SCHEDULE o I FPa NF_. SB DE3z, El`_' oDD I IF- mITILE I'yFr 9ax.+eu L BL ro XAIXTAIn DN .�D_ WZHU ®� 93 5 f:0,D93- � —0.165 ease s �5,6 1,49" 0.042 4 s4 1/2" J—CHANNFL/TRIM IS VINYL (No. 1100) .25TI 0.022 .25 4" FASCIA SMOOTH ALUMINUM (No. 9700j VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT SERIES i"CHANNEL FASCIA 12" TRIPLE 4 SOLID NO....3 SOLID SOFFIT 12" TRIPLE 4 FULL-O-VENT 1/1' J-CHANNEL a' FASCIH 0622 VENTED VINYL ALUMINUM 30FFIT _ NO. "Cc NO. 9700 12" TRIPLE 4 FULL O VENT ECO N0. 0639 VENTED SOFFIT OFTMATEDRIALS --- �Fo,BIL�L sE DN B HQ,E (SEE I E 1) c5/. T-NAL FDB � 7 s 1,112 DAN 1IIES ON IF IF STEEL STEEL 12 -1SU BATTEN STRIP ANCHORin Tod NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/ FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 2-1/4' FASCIA @ 16" O.C. MAX O STAPLES INSTALLED EMB. THRU SOFFIT AND iX2 WOOD BATTEN 11 J-CHANNEL AT NAIL Oj STAPLES INSTALLED SOFFIT iQ HEM AND IN VALLEYS / J) THRU SOF FIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED OFFIT iQ 12"O.C.MA. (INTO DETAIL B ®FASCIA J-CHANNELQ OWOOD)IN J-CHANNEL-CHANNELQS SLOT 'MAX J-CHANNEL MAX. FASCIA DETAIL ;1M D BATTEN 10 BATTEN S AT EACH 18d NAIL AT EACH FASCIALESINSTALLED O7 TRUSSlJOIST/RAFTER U SOFFIT AND LOCATION NOT TO ANNEL AT NAIL HEM EXCEED 24" O.C. INTO IN VALLEYS FRAMING " WOOD SCREW OR(Z) ING SCREW, O STAPLES INSTALLED EN ATTACHMENT THRU SOFFIT AND 0 STAPLES INSTALLED ENER SPACED 24' J-CHANNEL AT NAIL @ O.C. HEM AND IN VALLEYS 12" O C MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL@ 12" O.C. MAX. (INTO OF CONCRETE)MASONRY) J-CHANNELQ3 DETAIL D O STAPLES INSTALLE J-CHANNEL THRU SOFFIT AND IS AT NAIL FASCIA FASCIA HEM AND IN VALLEYS O SOFFIT (DJ -CHANNEL J' N DETAIL E J-CHANNEL it IX2 WOOD BATTEN WOOD BATTEN O SOFFIT BATTEN ATTCHMEEW pOJ-CHANNEL �"MAX FASTENER SPACED 24" ( M. MAX O.0 STAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO WOOD)INJ-CHANNEL J-CHANNEL OSLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 2114„ INSTALLATIONSCR EW, EMB. BATTEN ATTCH MENT Q FASTENER SPACED 24" (DD MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O,C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/MU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE is MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' EAVE WIDTH FSPAN 'L' EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) ' CONCRETE; CMU OR WOOD NOTEA) SOFFIT SEE DETAIL'D' OFFITJ 7+ SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'S' 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 ocTUL a 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 CONCRETE; CMU OR WOOD (NOTE:1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-407S W MW.abdesigngroup.com AA #: 0003325 F W x � a r V S3 Z IL o Q w 8 Q ° w w CS o lE a V O 12 Q 1.21 Q Q C1 Q Q 4 0 9 U—i Sol 3LTBDIV. & LOT: ABBOTT PARK LOT 31 BLK. 1 PHASE 3 PROJECT# 04181.003-31011 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C IO " 111 - ROLAND a ABOU( HA f RA AR NO 93723 DAB 03/30/23 SCALE: 1 /4"=1' — 0" SHEET S Tt"),1 GENERAL REQUIREMENTS: • HARDIESOFFIT8 PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND 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 CIr'I IE)C 4 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. 1— 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: o 0 • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS'. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS'. `MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FASCIA MODERATE CO LEAVE APPROPRIATE GAP AND CAULK VENTED PANEL FIGURE 2 NG ER FRAMING MEMBER H-JOINTE FRAMING MEMBER ING !ER 1" FROM END OF SOFFIT 0 3/8" FROM END OF SOFFIT 0 CIr'I IOC A 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: 407-7744078 www.a bdes ign group xom AA #: 0003325 F W a - Q w � o o w w a A¢ o S a n a o a o a g a e sul3mv. 8a M-7.11 PARK LOT 31 BLK. 1 PHASE 3 PROJECT# 04181.003— 31011 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MYH EXP. C ROLAND A. ABOUOMACRA AR NO 93723 PRINT 2330 DATE: 03 / / SCALE: 1 /4"=1' — 0" SHEET S ll-)2