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Home My WebLink About7782 Wheat Stone Dr11-2 003(o) kc4o 1 Cw �I`�� —E402 —LAKESIDE A,J i-7 AND THE G� OREAKIANCE,'-` H 0 M Man" E S kv-- 'JAN 10 m25 viiw qi Dfli� 'J-4 IV, 3501 RIGA BL-VO, TAMPA, FL 33619 74al- (813) 549-1967 Pax: (817) 302-3134 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS yLOML BURam a= A/C ABOVE LA V LAVATORY DATE DESCRIPTION 8M EDUM (2=) - ML I=& MD 8= COM A/C ADT ALT, AIRCONDITIONING ADJUSTABLE A TERNATE LDNI, LUMINOUS M.C. NIEDICINECAWNDI MFR NIANUFACD-RER M/03/24 IWVW ROOF MTC44 To 5/12 ARCHITECTURAL SHEET # DESCRIPTION I 06/03/24 ACV V-O' 4 V-WOFMONAL STONE DR HORTON HOMES OCCUPANCY RESEENTIA[, GROUP 0 AMP. B . AMPERAGE BOARD NITN FUTURE N1 T, ME I FAL FIMESHOLD PG Cl-COVER SHEET 06/03/24 CREATE T-4'ELEVATION Tf 4 'N' TAMPA NORTH DIVISION •CONSTRUCTION TYPE VB -MIN. INTERIOR FFINISHCLASS B CL CAB CLG, CENTERLINE C DINT;' CEILING SLID M )UNTIZ) m No METAL IT TTLS I TO SCALE PG GN- GENERAL NOTES — 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 FAX: (817) 302-3134 .1mic wm SPEED Vult=150 MPH Vasd=116 MPH :EXPOSURE C 1-STORY RESIDENCE .2-STORY RESIDENCE MAX HEIGHT AS PER LOCAL AND STATE CODES C R CONE, CRT CT D DBL DG DIA DIM. CLEAR CONCRETE CARPET CERAMICFILE DRYER DOUBLE �XJAI, GLAZ T) DIAMETER D NIENSION 0 C ON' CENI 1; PL PROPER I Y I THE 1, P13, PUSH BUT PON 11 PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR PT. FRI--.'StJRI-.TRF TED R RISER PG Al -FLOOR PLAN PG A2G-FRONT & REAR ELEVATION "G" PG A3G-LEFT & RIGHT ELEVATION "G" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN DIST, D, IT Ds DISPOSAL DEEP DOOR DOWNSPOUT RAD RADIUS RAG, RLDIRN AIR GRILL RFF RETRIGIRATOR RM. ROOM PG D1-DETAILS PG D2-DETAILS • STATE OF FLORIDA SQ.FT. CA WA PROFESSIONAL ARCHITECT: I>TL ) W, DETAIL DISHWASHER RO ROUGHOPF JNG S.C. SOLID CORE EXT DR PG D3-PRODUCT APPROVAL LIVM 201-1 5a Fr. ROLAND A. ABOUCHACRA AR No. 93723 2-CARCzA1RACE 431 6a FT ENTRY ELEV.G. 20 Ba FT' COYERM LANAI we sa Fr. TOTAL ELEV. rs' 263r. $a FT. E V ,A, E DO, EXIT EXI (I EACHSMOKE PIT; ATION EQUAL E TIAUST EXTERIOR FIXED OLAS. FUEL GAS S.D.SD SIN(311 t TILT ICTOR DETECTOR SIT NG SLIT, SHELF SHTHG. S IEATffrNG S11WR- SHOWER SIM SPIELAR SL SLIDING -WALL PG WAI. -L ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. YIN I'T,R FLUOR FINISH FLOOR FLUORESCENT S _CIL SLIDING GLASS STD STANDARD " 'A'S SHEARW LL PG WA5-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 F . DR- FTO I RENCH DOOR FOOTING SECTION TEMP- T"N[PERED CLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. GAR DISP GAUGE G RBAOUDISPOSAL THK, 111ICK T OC of CUP Fax: (407) 774-4078 G G.F.I. GL, ipp DZOUND-IIAUL CIRCUIT' T.O.P.OR ()F PLAIT. I Eli, RUPTER T OF, TOP OF S1113 GLASS TYP, TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN ITT GYP BD. GYPSUM BOARD UX,O, UNLESS NOTED H.B. HOSE BIB OTHERWISE HC. HOL OW CORE V P VAPOR PROO] FID TE. DER W WASHER HOTOI ITT HEIGHT w WITH INSULATION WD WOOD � DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIAB= FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ITT r INTERIOR WDw. WINDOW IV H WATER IT FIER WI WROUGHT IRON PG S1.2A-DETAILS PG S2-= BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.1A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAHJNG OR EXPLANATION IN ORDER TO BUILD TIM PROJECT BASED ON THIS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN AND NOTES DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.113-DETAILS PG SN1-DETAILS AD DESIGN GROUP WILL RESPOND TO ALL WRITTEN PFI , s IN WRITTEN/DRAWN FORMS IN A TMIY PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS MANNER. AB DESIGN GROUP TAKES NO PG SHI-SHEATHING DETAILS ]RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFTs HAVE PG SH2-SHEATHING DETAILS I BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD FL32750 78 PH 407-7�4-60 j FAX: 407-774,4078 �.abde 00m =P-Oom L AA .: . sulmiv. & XMN ABBOTT PARK LOT #30 BLK #1 PHASE #3 P1t0jwT# 04181.003-30013 UO3DEM, E402 "2636- LAKESIDE" GAHAQZ BVrJNG: LEFT PAGE: COVER SHEET 150 MPH EXP. C 4� NO PIPRINT DATjm 11/15/24 SCALE: 1/4*=l'-O" 8132mv ct I - I [--I - I 1 11 -- i i I I I I I 1 11 GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) LINO. 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 1. 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 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 Et. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3W PVC (SCHEDULE 40), INSULATED WITH Y' 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 DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. PL SUPPLIER B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUP 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. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BUILDER 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 13/8 INCHES 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, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-Cl063-18b & ASTM-C1787. LESS THAN 112 -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 T0: 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.com AA#: 0003325 w h r4 75 s z as Ed �' Vi ® k' w a FF � a SVSDIV. ae IAT ABBOTT PARK LOT #30 BLK #1 PHASE #3 FROJECT# 04181.003-30013 MODEIA E402 "2636-LAKESIDE" GARAGE 8VFMCk LEFT PAGE: GENERAL NOTES %150 MPH EXP. C oo AA NO Dw 11/15/24 SCALE: 1/4"=1'-O" SHEET G �T , I .I ni-if. . . . .. .. IR_ISN 305 - 'yUT' � Q EGRESS EGRESS EGRESS EGRESS 1 a, a W.I.C. 1 r 36x60 COVERED LANAI i� SHUJR 8'-0' CLrA 0 BATH #I. eo - s e V-0' cmT BEDROOM #1 AVM m 3 V B'-0' G.G. I LIN II 8 I I - �I I I 5GD. 1 I W.I.C. v ------- aA L---------------'rc a - IR-15H r � @ I 2_5• 13'_4• - I 4'-�, 9�_8. 9'_8• HB I I BEDROOM#3 ut e e m 8 -0' CLC. I LIVING - � 4'-0' 3'-0 5'-IC ii p0 i LAUNDRY 5EE v-0 cLc. NOTE ii °n- i BATH #2� i` s l KITCHEN e -0• a.& ,� i m s IR-04 ------ QN. - CAA I -- 38lE---- optAm I m DINING 8._0. G.G. CAB. r I 'ABOVE Rom. ed 6'-4' V-0' 4'-4' 624 SINK eb36 ii l @ 3_0. 9 13'_4• S 2'-5' 4'-7' m a r Y_8. RANGE v PANTRY BEDROOM#2 c°I - _O O _ 3-SH 8'-0' CIAm dl MT I 3'-9' L wH. r-T2•x54.--I 2- * wl ' BEDROOM#4 1 ATTIC I L—ACCESS i 20 MIN. _I �p BOLLARD AS REGL PER I 0 m ip -@' BLDG. CODE �9 ry BATH #3 TUB/ FOYER_ 110' cLG n 'J"�- B _T -- 4'-I' 2CARGARAGE ENTRY 3 1/2. e - HB � ro ------ I BEDROOM#5 1 8'-0' C1.G. i0 I (2J 3052-SH EGRESS EXTERIOR MASONRY WALL BRCs. HEIGHTS BRS. SQ.FT. CALL. S LIVING 2011 SQ. FT. 2-CAR GARAGE 431 5a FT. ENTRY FLEV.'G' 20 5Q. FT. COVERED LANAI 108 5Q. FT. TOTAL ELEV. Ya' 2636 5GL FT, FLOOR PLAN SCALE: 1/4' . P-0' COIFQBIf MD CLAWHO NO LOADS am N►D E77OB4E Porte I EDOID c;rIB18 OPENCB omm IOIE 111) WH 00 M MOM AID TttE FOOIAOE MIN. WINDOW 10 5 295/-395 CRITERIA EXTERIOR SWING 20 5 282/-36D DR MIN. CRITERIA S'GD' / FRDR 43 5 26B/-34.1 MIN. CRITERIA 160't0 OND. 112 5 24.9/-302 12'xl2' SOFFIT 1 5 295/-393 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIIrIED PER FBCR BTH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIQBDLDkl8OiAY29 C �* NE DBL. @ TOP PLATE M :BAR DETAIL A SCALE: DIM. VARIE5 HDR. DTL. B SCALE: 1/2 - 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR LU/ RETURN PLENLPI AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 517E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN T14ICIQJE55, SOLID ORHONEYCOI'tB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 � g � s o m Nd R C OXTJ3DIV. Se TJ01' ABBO TT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL• E402 "2636-LAKESIDE" OA.%AQZ STrINO: LEFT PAGE: FLOOR PLAN 111'.150 MPH EXP. C 14 NO DATE:11/15/24 Ei CAT X.. 1 /4"=1' - O" 8i�ET Al - ---------------_fb+/-Il'-4' BLDG. 4-.T. SHINGLE ROOF 4' RAISED ELAND UU 2' RAISED BAND 4' RAISED BAND W/ 2' RAISED SAND ABOVE CTYPJ ABOVE (TYP-) 8'-0' Bien. 41 6-0' 15R s. H.T. 9 TYP. COACH LIGHT CTYPJ 2, ❑ 1113 IB'X63' DECO. A i0 0 0 i0 SFAJTTER 4' RAISED BAND Ty'I I � 00 0'-0' FIN. FLR.,j, - ,i, 0'-0' FIN. FLR. FRONT ELEVATION SCALE: 1/4' • 1'-C' TEXTURED FNISH 8' - 1'-e 0'-0' FIN. FLR�, 17 OFF RIDGE VENT 5 CO SANOMA 4' STUC❑ I 4B TYP. —_ _---___—_—__ _—__-____ - dL----o REAR ELEVATION SCALE: 1/4' = V-0' TEXTURED FNISH U-Z 0'-0' FIN. FLR. AREA OF ATTIC = 2637 SO. FT. NET FREEVENTILATON AREA REQUIRED = T/300 REQUIRED VENTILATION AREA = 26i7/3' = 1A SQ. FT. VENTWTON AREA XSQ. INCHES PER FT J1 ) = 126S AS SQ. N. I.— 4X Y.5.304 SQ. IN. MIN. REQUIREOVENTILATION IN = .SX .65.76 JPPER PORTION OF ATTIC - 63288 SQ. IN. DEE RIDOEVENTLATION AREA = 15 SQ IN. PERVENT DENT AREA 40% 505.334 /115 VENTAREA 5D% 632.98 /ll5 TOTAL #OF VENTS REQUIRED @ 40% -0264 TOTAL #OF VENTS PROVI DED @ 40% 5 TOTAL#OF VENTS REQUI RED@50o = 5.5033 TOTAL#OF VENTS P ROVI DED@50% - 5 `AREA OF ATTIC IS THE PERIMETER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALL TOE TERIO P. OF WALL, NO OVERHANGS INCLUDED) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngroup.GOM AA #: 0003325 F U M 0 v A m � Y 9VBDIV. Z IAT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 P1iOJECT# 04181.003-30013 MODEL' E402 "2636—LAKESIDE" GARAGE STIFMG: LEFT PAGE: FRONT & REAR ELEVATION "G" 150 MPH EXP. C p 2 �}� 7 �j 1$ li r 6 FXXAM A. A"a"Al L Aa N D W723 0 D ATM 11/157 SCALE: 1/4-=1'-O" Bill= A2G 8 0 53 RG. HST. � - 0'-C' FIN. FLR e,- OFF CFF� VENT VENT 12 5 5RCx. HS' �I — 4' STUCCO ❑ eaND1NG - — - — - — - — - — - — - - - - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - V-0' SRS. I-G7l,. 12 LEFT ELEVATION SCALE: 1/4' . F-0' TEXTURED FINISH OFF -RIDGE OFF -RIDGE VENT VENT 0. 0'-0' FIN. FLR 0' p_ ■ 4' STUCCO ❑ ❑ I I 9 II ------------------------------------ II lw RIGHT ELEVATION SCALE: 1/4' • I'-0' TEXTURED FIN15H I I ,. I - , .. _ 1 ---F _ _-- - - -. ..-- - - - I t- — — - - — -- -- I _,o8'-O' 51PS. HST. 0' A m 0� F � o O W dddttt m a' v v R 9VHDIV. de I.oT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJ=T# 04181.003-30013 MODEM ; E402 "2636- LAKESIDE" GARAGE BWIXG: LEFT PAGE: LEFT & RIGHT ELEVATION "G" 150 MPH EXP. C a ROLAPD A ABIKi CRA AR NO DRZKT A11/15/24 BCALE: 1/4-=1'—O" aFl]= A3 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - G QSV OUTLET 2C AMP SNGLE POLE IIOV CUTLET U0v CUTLET N cp OUTLET UIIFED TO stum'H GFI IIOV CUTLET LTiIU'ED UUGI!(D FAIL (TAMYkTR F"HITAItTR REsleuwr TYPE) 220V OUTLET (4) UM CONECnON I EXT. "TGIpR'JO' OUTLET GROUND FAULT Wmall-TER � euNTCFI SWITCH 3-NAY OPER $4 SUTCH 4-WAY OPER �l ' V WALL MOURtW LIGHT C'EILNG LIGHT © LED CLG LIGHT O LED VAPOR VP PRDLF LIGHT O Vf, VAPOR PROOF LIGHT (0) RECESSM CAN (©, RCCED! CAN VETR. FAN i ORM PER 8Q Ff. V@IT_ FAN I---- Mi1Y L061 (ePE06 T® DT 0 PANEL METER OS.D. wzsm DETECTOR Cl-am M ONv.ODEI .MOLE DE,EGTOR COTEO ADIET. GFNOTL8W o Pe+DA+T LIGHT N=IL em ► TEL..EI°HIOFE JAd. UA4 v tO eE O""CE EDL AIR CONDITION SrR aril ON DIILGNECT THIS 6HErt I"� rELevtelDN JAOG QIULNG. WX F>fm O J49OX TO BE 111.1-FORTED IN am M� eual FOR ON BEOelq AILING M%/11.IGFR TO RTED IN ACOPFIDANCEUl As FOR IARKEDoN nnnn W Liam STRIP nnnnn0 36, NCd142Eecow LIGHT STRIP nhnnnnnA 'W MGNmEBCBIT LIGHT STRIP R -COM LIGHT ��IIC�II 2J rA PUSH-WTTGN FOR c4imse use row LOCATION OF TV JACKS . PFIGTE OUTLETS 4 FANS TO M VERIFIED • NOFEOLLFER PRE -CONSTRUCTION MEETING. ALL B 1 20 1 BIRat+cH GIE'.TJITS TO eE ARC FAULT PRIPtECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. DISMUASIER DISCON IE T TO BE LOCKOUT N PANEL BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF SO OF M NTERTITTENT. LAUNDRY ROOM AND Dld-UlA& ER RECEPTACLE SHALL BE GROUND FAULT CIIaCUTT-WF R• U PTER PROTECTION FCR PBRSCSNEL ON FEEDERS. UR0,16 METHOD SHALL BE NON METALLIC CABLE. THE RECEPTACLE FOR A GUILT-N DIGHIUASMR SHALL BE LOCATED N THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISW WSEER UFERE THE fl-mcalLE CORD PASSES THROUGH AN OPENING, IT 04ALL BE PROTMIW FROM DAMAGE BY A BUSHNG, GROMET. OR OTHER APPROVED MEANS, SUR3E PROTECTION- ALL SERrICEB SUF'PLYNG DUELL WITS SHALL BE PROVIDED UTH A SURGE PROTECTION DEVICE ONE OR MORE 20-VOLT, 20-A FVM BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHR IOM(S) RECEPTACLE OUTLETS) IEG UIIED AND ANY COWTERTOF AND SMILAR UIORG SURFACE RECEPTACLE OUTLETS. SUCH CIR]YTS SHALL HAVE NO OTHER OUTLEM AT LEAST OF! 20-VOLT, 20•AI'IP!•IIIE ORANGN CMIT SHALL SE INSTALL® TO SUPPLY RECEPTACLE OUTLETS REWIRED FOR ATTACHED GARAGES AND N DETACHED GARAGES USTH ELECTRIC POUER THIS CIRCUIT SHALL HAVE No OTHER OUTLETS. ® WP GFI � BEDROOM#i EEI CEILING L TO BE INSTALLED, I PROVIDE J-SOX FOR OPTFAN7 I I -------- —^ / \ BATH #I1 w.Lc` °- ------------J PRE -WILED CLG FAN N C;. I COVEREDANAI( wp J - ----- I I I I 1 LED LIGHTING @ DOUBLE LAV. --:,—� BATH 01 BEDROOM #3 N„ I ®sico LIVING ROOM / } J PRE -WIRED S.D.. CLG FAN I m ___�i TV PRE -WIND I o L D LAUN. CLG FAN I I L 4PTRJ ----� BATH#2 LED LIGHTING @ GFI GFI OUTLET BATH R2 ® FOR Dw SINGLE LAV. — — — — — — 6/00 (2) OUTLETS 1 STACKED L)�_ I GFI — R L SWIH IN ACINIET BEDROOM 92_ SINK DINING ROOM ---lLl gITCHENE I L Cam' `J RANGE PRE -WIRED CLG FAN I I — � I I PANTRY HOOD WIRE W/ O 44' AFF. Off • 1 I OUTLET FOR FUTURE MICRO. L — — — — 44' APR. I /I L-- J L PB. FOR I BOLLARD WALL MOUNTED RAGE AS RECL PER LIG74T W/SWITC14 i/ G OR BLOC. CODE IN ATTIC 'QD. PRE -WIRED CLG FAN KEYLESS )/ S) BEDROOM 44 FIXTURE ' CO METER � FIELD VERIFY Loc. IL � I I BATH 43 GFI GARAGE DOOR L PREWIRE C1�TTDV -- GF IRRIGATION 2-CAR GARAGE P.B. FOR BEDROOM #5 GPI OUTLET CHIMES • AS' AFF. yy, OSD. -------------------- COACH CLG FAN LIGHT --- -- LED LIGHTING @ SINGLE LAV. BATH i PROVIDE 3•2/0 CU, THM . I% CU N V CONDUIT OR 3 4/0 AL, TW UN . 1-6 CU IN 2' CC.DUIT OR 2/0 AL S.E R. (CCNDUIT TO TER'fNATE ABOVE SOFFIT F OVERVAH^ M IS(D AMP ELECTRICAL RISER NOT TO 5CALE COMENATICN SERVCE 150 AMP DISCID NECT SWTCH AND Q04140 VC' GENERAL NOTES: M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND NSTALLATICJS SHALL NEMA 3R ENCLOSURE MLO COMPLY U)THI ELECTRICAL PROVISIONS OF THE FBOR ST14 220" AIC MAN d PANEL EDITION (2023). LOCAL CODES, AND ALL LOCAL POWER 10~ AIC SUB PANELS COMPANY RE(iU1REMENTB. B. ALL CCJDUCTORS SHALL BE TYPE THHWTHIJN UNLESS 150 BP NOTED OTHIERUISE POUER OC'1PA TRANSFORIIER PROVIDE 150 AMP, 120R40 VOLT, I PHASE SECONDAURY- ELECTRICAL SERVICE PROVIDE 3 -1 COPPER (CU) IN ELECTRICAL PLAN DIA SCHEDULE P CONDUIT OR PROVIDE 3 -2/0 �2/0 ALUALUMINUM(AU 2 IN " DIA IA SCFEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE SCALE: I!4` • I'-0' ELECTRIC COMPANY.WI COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEFflow SERVICE CABLE TELEVISION ENTRANCE BERAM ENTRANCE EG W 4 ETT EEOUIFT E INTERSYSTEM BONDING TE14INAL AT LOW VOLTAGE CONFECTIONS 14 CU SERVICE GROUND COMIECTED TO CONCPSTE ENCASED TOOTER STEEL PER ELECTRICAL. PRON51ON5 OF THE FSC$87H EDMON (2023). 5/e" DIA X S FT LONG, COPPER CLAD COWUN V ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. bdesigngroup.com AA #: 0003325 y S � y � a m U 41 Sm a (Sy� UG Q w c c c q 9UMMXV. Se RAT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MC>DEL' E402 "2636-LAKESIDE" GARAGE 81WMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. C will ROL 4V A A VJCF CRA AR NO 9370 PRIIQT 11/15/24 DATE: SCALE: 1/4"=1'—O" BHT E1 2' V.T.R I� v V.TR III AV. 2.2 3. V.T.R..III WASHER 3' "Cl 1/2, TUB/ 3• KITCHEN 2' 3 SINK W/ WC AUTO VENT LAV. 3, 2' 3 2' CO 3' I IR' Vl IR I T� 3, LAv.I I 1/2' TO 2•�I I � MAIN 3' 1 2• TUB/ SHM PLUMBING RISER PLUMBING PLAN SCALE: 1/4' • I'_V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w -abde igngroupxom AA #: 0003325 O o S m 7 m � a a 1 5 tj 9LTHDXV. 8e LOT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT* 04181.003-30013 MOD3CX— E402 "2636-LAKESIDE" GARAOE SIVMG: LEFT PAGM- PLUMBING PLAN 150 MPH EXP. C AA �. NO � PRLNT 11/15/24 DATE: SCALE: 1/4"=1'—O" SiIESP . P1 2X4 TOP PLATE fLR FL PRE-FAS TRU55 V2' CLG. BOARD 112' DRYWALLIT�Y- 8EGIURE BT. 2X4 WOOD PLATE TO SLAB •24' O.C. W/ Od MASONRY O.C. NAIL a 32' O.G. MAX NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. PIN. FLR T S, (2)ITYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 W5.U.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT TYR OH. 1/2' THICK, 2 COAT PORTLAND—lam CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR/_ BOND BEAM SOLID GROUT W/ (I)- s (2) COURSE B/S' Gypsum B< OR I/L' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT VO NOT CUT THE BOND BEAM REBARS r2�PIPE THROUGH BOND BEAM D1 SCALE:3/4'=i'-O' L SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOWS AND DOORS SHALL BEINSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION ' MANUFACTURERS WRITTEN INSTRUCTIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. — 8' CMU — 1/2' GYP. I.I.L. BD.- - WOOD BASE — W/ WINDOW OPENING a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 W5.11L ROOF SHEATHING THICIO'IESS AS, PER SHEET SNi. SECURED PER FASTENER SCHEDULE STRUCTURAL F'RE-ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE '1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING (4�1-STORY HIP BLOCK WALL D SCALE- 3/4'.P-0' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R1043.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEG OVERLAP, 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST 1' BEYOND THE CORNER THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TA5 AT THE END WITH TWO FACE NAILS (1-1/4' X 0.05i' X OA�� HEAD DIAMETER) FOR A 2' X 4' SUBFASCIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. OLM N'C MR"! Pole aAi! LSE ov ' 6TI! YL lR r 2B GAS LINE THRU BLOCK �' ecaa. w•.r-s FIBEFrILASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 Wb.W. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] 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' 8' CI" 0.1 ° W/ WINDOW OPENING t' u NO OPENING NOTE: METHOD TO BE USED FOR THE (5�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.P-m' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR 905.LI.! OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. V1' TWM 2 COAT - PORfLANP COMENT PLASICI! APPLM DnRECTLY TO MASOWV TO B PFR . IaEo. uv PraoDucr APPROVAL VNa e cm on 87181CnRAL FOR WNFO R;E 2N P.T. LLD AITAMW TO PILL CELL AS PER APPROVAL RS eeAl slur . UFATFER STRIP PpULDB1G ALL OVMNEAV DOOR By 0T ma (a)GARAGE DOOR JAMBS D1 SCALE: 1 i-2X4 51-F 24' O.G. MAX.—. SECURE UP (2) 12d NAILS s EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UP'RIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS COW. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD `-- R-4.1 INSULATION \ —WINDOWS AND D SHALL BE INSTALLED AND PLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS --REPERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. 1/2' GYP. WL. BD, WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 WS.LLL ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 54-EATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENO. GABLE TRUSS WEEP SCREED 2x P.T. 5ECURED PER STRUCTURAL DETAILS CMU 0'� 0' FM. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.13 AND I6095.1. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W w.abdesigngroupxom AA #: 0003325 w q 0 k C � m ® qEq C C C A SLJBDIV. de LOT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 ISODEL7 E402 "2636-LAKESIDE" GARAGE STIMOt LEFT PAGE: DETAILS ( SHINGLE) 150 MPH EXP. C PRINT DATE 11 j15/24 SCALE: 1/4"=1'-O" SHEET D1 2Xb P.T. • CENTER OF DOOR WEAVER SECURED W/ lD 1/2, X V J-COLT W/ 4' MK EMBEDMENT W/ 2' X 2' X 1/V ULAO-EIR 4 NUT OR UV (2) V2' X 8' ANCHOR COLTS VS'. WASHER 4 NUT E 0 � M R IN IE 2x4 TO MILK UV � V4'TAPCAPCONS 1 V2V-ISED. 8' O.G., 4' END DIST, 1 LW EDGE DIST. ® Ste. 2X6 Aenae DOOR BUSK SECURED W/ (5) V2' X 8' J-BOLT OR .ANCHOR BOLTS W/ 4' MR EMBEDMEENt. LLV 2' X 2' X V8' WASHER 4 NUT. (I) WTT14N 6' OF TOP, (U WITHIN 8' OF THE BTK ® (3) EVENLY SPACED. NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE Fil!-L 11JfitGIYT1I).LA A�F FY]r� AlRMf�f-'flt GARAGE DOOR (21BUCK ATTACHMENT RGYd. V1•.i'.•' 3/4 FT 1 1/4' —IN (V 5U1C�Ci U s p Z ANTERIOR EXTERIOR 3/4'XV RECESS 3/4" BUCK CONNECTION PTO BLK DETAIL G ec4U.e1 DrD . 1'-4P 2X4: mm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE 145 MRL HEAD SIZE 30W MIN. EMBEDMENT 1 V4'2 WITHIN W OF EAC44 END 4 18' O.G. MAX SPACING. 2X4: cm SECURE TO CLOCK W/3/K' TAB (MR SHANK SIZE J46 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' OL. MAX SPACING. 2X4=® 89CLM TO CLOCK W/ 3/16' TAM," MIL SHANK SIZE J45 Mkt HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 B' O.C. MAX SPACING, 2Xb1® SEA TO BLOCK WK2) 3/16' TAPCONS MIN. SHANK SIZE !48 MR HEAD SIZE 300 Mkt W-BEPMENT 1 1/49 WITHIN IV 0= EACH END 4 W 0,C MAX 8PAOING. 2X8: SECURE TO CLOCK W(2) 3/Vr' TAPGONS (MIN. $HANK SIZE J45 MR HEAD SIZE 300 Moll. EMBEDMENT 1 V49 WITHIN & OF EACH END 4 B' CO. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU I5 JAMB (DO NOT EXCEED 1/4') • CMII Vl,--W- DRYWALL L TO BE POURED SOLID UV 2300 PSI GGNGETE f•e"VIRCED W/ (1)'5 VERTICALLY I'X4' P.T. NAILER 1/16. 05D. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB PTO BLK DETAIL 2)(6c ® 2X6. SECURE TO 15LOCK SECURE TO BLOCK UUM 3/W' TAPCONS W/(2) 3/*' TAPCONS (MR 614ANK SIZE W5 (MI•L SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. HEAD SIZE 3W0 8' CM MIN. EMBEDMENT 1 V4') MRL EMBEDMENT 1 1/4-) VJ' DRYWALL4 0' OZ. MAX SPACING. WITHIN W OF EACH END 8' CM WITHIN 0' OF EACH END 8' CM 4 IO.G MAX SPACING. P.T OR 5/4'X4' TMl L 1/2' DRYWALL B' 1/2'DRYWALL SECURE THRJ PR.AME 4 PX4' 2X0: ® 2X& CEW EXTEND 1-V4' INTO � PT. NAILER SECURE TO BLOCK ❑ 1'X4' SECURE TO BLOCK 1'X4' CLOCK UU/ AAW WK27 3/16' TAPCONS P.T. NAILER W/M 3AW TAPCOM P.T. NAILER TAPCONS DOOR CASING MR SHANK SUZE46 1116' 05J5. X 4' MR MIN. SHANK SIZE .148 DOOR CASING (MIN. SHANK 612E !45 MIN. HEAD :LEAC�W ZE 30 MR HEAD SIZE 300 MIN. HEAD SfZE 90W MIN. EMBEENTV4') DOOR CASING MIN. EMBEDMENT 1 1/4-)MIK EMBEDMENT I-Vd' WITHIN W OEND WITHIN 8' OF EACH END WITHIN8' OF EACH END DOOR JAMB OR WINDOW 4 W O.C. M4 IB' O.C. MAX 4 Is' O.G MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACWG.OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH i0 3 PER MANUFACTURES DETAILS. MANF'ACTUFES DETAILS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" OW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO CLOCK W 3/16' TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 30W MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. 2X6: cm SECURE TO CLOCK W/(2) 3/I6' TAPCONS MR SHANK SIZE 345 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/4') S• cm WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. i- V2' DRYWALL 2XS, ® 1'X4' SECURE TO BLOCK H.IrP.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/41) WITHIN W OF EACH END Zyk 4 10' O.G MAX DOOR JAMB OR WINDOW�"' ATTACH TO 2X PER MANUFACTURES PETAfL& NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 1/2" a� R TO BLOCK +1 1/2' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" @RgOII TO BLOCK +i L5/16" 2X4. cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .HS MIN. HEAD SIZE 30W MIN EMBEDMENT NT 1 1/4') WITHIN 8' OF EArA4 END 4 18' OZ. MAX SPACI*r. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3A6' TAPCGNS 3)I6' TAPCON MR 1-1/4' MR 614AN . SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CMIU 4 W O.C. MAX SPACING. I/J' DRT'WALL 2X81 ® ❑ SECURE TO MOCK 114' W92) 3/I6' 7APGGNB P.T. NAILER MIN. SHANK SIZE J45 DOOR CASING MIN, FE4D SIZE 300 MIN. EMBEDMENT 1 V47 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" `� 1P TO BLOCK +2 1/4' NOTE, SWAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3" S , 2X4 CEO SECURE TO BLOCK UV V4' TAPOONS (MIN. SHANK SIZE .HS MIN. HEAD SIZE 13" WNDC IS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN W714N W OF EACH ACCORDANCE WITH THE FENESTRATION END 4 15' OZ. MAX MAN PACTUIERB WRITTEN INSTRUCTIONS. SPACING 2X6: CM SECURE TO CLOCK WK2)1/4' TAPCONS (MIN. SHANK SIZE 145 MR HEAD SIZE 3WW MIN. $'IBEDh@IT 1 1/49 WITHIN W OF EACH END 8, CM B' O.G. MAX SPACING. 2X8: ® I/!' DRYWALL SECURE TO BLOCK 1'X4' WK2)1/4' TAPCONS P.T. NAILER MIN. SHANK SIZE J45 MR HEAD SIZE 300 1/16. OZA5, X 4' MK MR EMBEDMENT 1 V4') WITHIN V C) EAC44 END DOOR CASING 4 W OC MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" ��7►�TD�01► TO BLOCK +3 7/16" 2X4, cm 2X4. SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS MIN. 114' TAPCGNS (MIN. SHANK SIZE J45 MIN. SHANK SIZE .1,15 MR HEAD SIZE 3" HEAD SIZE 300 MIN EMBEDMENT I V4') MIN. EMBEDMENT I I/4') WITHIN W OF EACH WITHIN 8' CF EACH END 4 W OC. MAX END 4 IV OD. MAX SPACING. NOTE- STRUCTURAL 2X MUST ME SPA0143. NOTE: STRUCTURAL 2X MIST BE 2X6, RID ON OUTSIDE 4 SECURED 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO CLOCK 114R UC44 NON-STRUCTURAL W!(2) 3/Ib' TAPGONB I MN. I-V4' 3A6' EMBEDMENT INTO Ek-OCK W/(2)1/4' TAPCON6 MIN. 3/I6' TAPCON MIN. 1-1/4' EHBEDNIENT INTO BLOCK MIN. SWANK SIZE 14S 'NIT SHANK SIZE Job MR MIN. HEAD 612E 300 HEAD SIZE 300 MR MR EISEDME,T 1 1/4') W GMRI EMBEDMENT 1 1/4') 6' cm WITHIN 8' OF EACH END WITHIN W OF EACH END4 IS' O.C. MAX SPACING, IR' DIRYUl4tl 4 ID' OC. MAX SPACING. 1,7' DRYWALL 2X8- ® ❑ 2X8, ® I'X4' ❑ SECURE TO BLOCK NAILER P. SECURE TO BLOCK PT. NAILER UV(2) 3/16' TAPCONS MIN. BFNANC 812E !45 DOOR CA81NG W92)1/4' TAPCONS (MR SHANK SIZE J45 P P.T. X W MIN MR HEAD SIZE 9W0 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) 2ND 2X SECURE TO STRUCTURAL MIN EMBEDMENT 1 1/4') DOOR CASING UT14N 0' OF EACH END MEMBER IW(2A2d WITHIN W WITHIN W OF EACH END 4 IV O.C. MAX OF EACH END 4 6' TO 8' O.C. MAX 4 IBM OC. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MIANUPACTURES DETAILS. MANUFAGTUfiEB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4' (la1MD107I Tn A7.nrrt +g^ a WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F h 6 � p m pm �q�f Fi t C sulm v aR IAT ABBOTT PARK LOT ##30 BLK ##1 PHASE ##3 PROJECT# 04181.003-30013 111LODEL' E402 "2636—LAKESIDE" GARAGE DIVING, LEFT PAGE: DETAILS 150 MPH EXP. C DATIC: 11/15/24 SCALE: 1/4"=1'-O" slim= % D 2 PRODUCT APPROVAL LISTINGS (STANDARD) MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 N11473.10 SIMPSON STRONG -TIE STRUCT. COMP. WOODCONNECTORS 2023 FBCR 12/31/2024 SIMPSON STRONG -TIE STRUCT. COMP. WOODCONNECTORS 2023 FBCR 12/31/2024 SIMPSON STRONG -TIE STRUCT. COMP. WOODCONNECTORS 2023 FBCR 12/31/2024 . SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.14 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.8 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.12 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.2 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10447.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10441.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10860.2 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13904.6 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.16 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2026 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2026 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 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2023 FBCR 11/18/2027 41886.1 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS & DOORS SLIDING GLASS DOOR NON -REINFORCED 2023 FBCR 12/31/2024 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR REINFORCED 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 ALLAMERICAN SHUTTERS & GLASS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678.1 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 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 12/31/2026 15279.20 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2026 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2026 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2026 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2023 FBCR 12/31/2026 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2023 FBCR 12/31/2026 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2026 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2026 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2027 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2026 3792.2 LOMANCO, INC. ROOFING ALUMINUM ROOF LOUVER 2023 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN LAP SIDING 2023 FBCR 12/31/2026 131922 JAMES HARDIE BOARD HARDIEPLANK LAP SIDING 2023 FBCR 3/31/2026 13223.2 JAMES HARDIE BOARD HARDIE ARCHITECTURAL PANELS 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD HARDIE REVEAL PANEL SYSTEM 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD HARDIESOFFIT PANELS 2023 FBCR 12131/2026 30310.1 IKO ROOFING ASPHALTSHINGLES 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 7/29/2026 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 15272.2 ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188.1 MID -STATES ASPHALT & CANT STRIP, INC. ROOFING MSA QUIK-FELT 2023 FBCR 9/10/2026 14634.3 PLY -GEM WINDOWS SLIDING GLASS DOOR - 2023 FBCR 12/31/2025 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1105 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1122 2023 FBCR 12/31/2026 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1100 2023 FBCR 12/31/2026 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1123 2023 FBCR 12/31/2035 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08.07.24 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 w _abdesigngroupx= AA #: 0003325 F h K � A C 9UBDIV. da M- ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003- 30013 MODEL E402 "2636-LAKESIDE" 5ARA03C 3WD9G: LEFT PACE: PRODUCT APPROVAL LISTING 150 MPH EXP. C PIEF wMm CONTROL JOINT T THICK 3 COAT CEMENT FLANGE OF CONTROL JOINTS T FEASTER BE WIRED TIED TO LATH 9' \ WIC LAYER 4, FORTIFfBER OL MAX IVERT.) NOTES DO BUILDING PAPER NOT FASTEN C40HTRM JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UY APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED -I' (VERTU O.C. MAX SECURE'ONTROL JOINT AT SUPPORTS DURING INSTALLATION WO LAYER'I, BE SPACED FASTENERS Or- STUCCO LLRAP MAXTO 1' OL. MVERTICALLY ' 7 L ru10oD sNEATMMG LATM SF4N1 NOT wP nlnL BE COTJfW11ULUS s•TMµe• e'He' 7F41�IlGla CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PROVIDE 7X4 BLOCKING PER ASTM CID63 PLACED FLAT MAX W TO SFROM rMTRIOL ' \ CONTRJOINT � ON FASTENERS FOR L.ATM TO BE NAILS ORNOTE,\ 9TIa1CTURAL 6nJD STAPLES IN C0tIPLIANCE W/ ASTM CW763 2. UNRE TIES TO ISE (NO. IS) 97ID4TS' WIRE / 3. BLOQCINa SNOUN MAY BE M ADDTTION/ \ TO 11141.E STUDS REODUIIED PER PLAN O"M" TYPE CONTROL JOINT OL POLLT W7UM0 • PT. A R. A z acmc • Pr. e A QLL�AW! • Pt-G 1 � ® ®ItlLp un Om ran umoaanafr or ' WIWNSLe 4e00PNB DRIP mOl, OrlRaP V. Sxreo yr .AGGl4 uI•AP I4lA11 PA M•SHdN1G rux PABTfl1 a• ot, F1Ax. ® L IT.1LD MYAIO • P1. A A Q�AWE . fM. G 4 TILD rGOVE! e TILL Fr. c roUaa:6 eoTlnn rL..ne 0 IXSITQI �'"'� wMee rIWL4r eIAI- FOLK. 18 N= 3 COAT CEMENT 'tAeArW,, W- 7 GMT .name (a•w ER 71 FORTIFIBER r PAPER n9N12 QLY) 'ER h, LRAPP1eNE dtl.T) G BIYL.oW4o Y7enP e.a ulau iLA6N716 (WQ Ii PSTA yr AMIIG KICK ) 7lza r MAALL PLMNNs AT 0A M pl, Y I matt nneMecnoNe NOTE, APPROVED BUILDING URAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS OaOLL ENDS) I W HOWWWAL LAPS. ALL SEAMs TEED TO USE TAPED LATH VERTICAL LAP TO BE I' UUIT14 PORf18ER SIHATWMG TAPE rnu. ur. ra:raL uru \ / —` . METAL LATH UII B LAYER q, STUCCO WRAP 6' HM PAPER LM BELOW ONLY / UM LAYER 4, FCWIFI15ERZ BUILDING PAPER niN I?T� ALL LAP 2 APER LAP SCALE: I f/J'•I'-D' VERTICAL LATH & PAPER DETAIL W000 NcqrL 5HE.An SIDE LAPS OF METAL PLASTER DAUM SHALL BE SEOU ED TO BUILDI PRAMW . META. PAPEP THEY SMALL BETIED BETUEEd SUPPORTS UTH 00415-M. (11I-MM) STUCCI WOE AtINTERVALS NOT T MOTE THAN 9' ('U. A6 PER ASTMASTMG18063.63. ® KIC KO UT FOR REPAIR OF TEAM DETAIL MAY BE PATC4$D M "RIB `P'�'' WVHOUM URAP TAPE PER MANUF. SPEC. OR PEEL t STIM j' T 4i=, 3 COAT CEMENT PLASTER METAL LATH URB LAYER 4. POeT"m BUILDING PAPER WGB LAYER M, sTUCCO URAP UIOM SHEATHING HORIZONTAL LATH & PAPER DETAIL frN PER WOOD SPEATHING OR CMU WR6 LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 t TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEAT+4ING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING URAP MATERIAL) OVER APPROV= MOUSE WRAP. FI AOM i0 ESCI13JD ONTO PIPE I I' OR LESS PIPE — CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS REa)IRED TO SECURE PIPE/ WIRE TO PRAMING FIFE N.T.S. 4- 6'xb' SELF-AD44ERIN5, MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' PLASHING OVER APPROVED HOUSE URAP. FLASHING to EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 FLASHING WRB LAYER'( STUCCO WRAP WRB LAYER •2, FORTPWER 15UILDMG PAPER METAL. LA114 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MB'IDRANE PLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EMEND ONTO PIPE 4SW SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MOUSE UIRAP. FLASHING TO E)(IBJD ONTO PIPE \- %' CONT BEAD OF SEALANT INSTALL APPROVED HOIBEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTCtERIC COATING OVER STUCCO/ C.V. FINISH IEEE TYP WALL SECTION) 5ECTION PER SECTION R703 7 Ex nor lathing and plastenng EMsrlur use of poNand cement plaster sha 11 comply.n the application requirements of ASTM C 926-18b. Inslallation of exterior lathing and framing s fl mmply with ASTM C 1063-19a, or ASTM 1787. TION DETAIL (f=R l" fE) LEGENE) DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LATER w2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x x—x STUCCO WOOD OR -1/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103-1-I / ASTM C10(o3-2018B, MIN- 2.5 LBS. PER SQ. YARD (UTILIT"' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w a w R Q O � a q Q' LSpZL $ io o O c c ti C 9VHDIV. as RAT ABHOTT PARK LOT #30 BLK #1 PHASE #3 PROJECTIIIIII 04181.003-30013 MODEL E402 "2636-LAKESIDE" GARAGE 8111ING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C NMI a AR No DA 11/15/24 SCALE: 1/4"=1'-0" 811E�E�T/T Jp\ P V AI I -_ INSTALL 6' SELF -ADHERING 1•� FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TINE EXHAUST. SEQUENCE OF FLASHING TO 5E: X: I BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE -- TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. '-�X- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i Jf JOINTS AND INTERSECTIONS 1 i --- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE8.4' CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 Exterior lathing and plastering BAGICER ROD I Exterior use of portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. x Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, Ir' _ or ASTM 1787. UIRB LAYER -1, x: STUCCO WRAP �,� -' HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIP15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, t sTucco IIIRAP LAYER R, FIBER BUILDING PAPER U)OLLV cONSTucnav t ', —METAL LATH e' CMU VINYL CASING BEAD ' f? W RAISED BIND �� 71r' TO 1f' MID-W4LL II.EEP SCREED WOOS STRIP SELF ADHESIVE FLASHMCa, CLEAN MASONRY APPLYING Z FLASHING STCNE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR rt/liio' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOT METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C1063-20185, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROU:44 / WALL1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS,) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT V TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING ' WOOD FRAMED WALL ONTAL HORIZWEEP SCREED (FRAME TO FRAME) \— ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR, APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR8 LAYER *1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STEP #3 APPLY E-Z OVER G FELT - SEALANT JOINTS AND INTERSE BEAD 60 MIN RARE D. PROVIDE AT ALL GTIONS FJ STEP #5 STEP #(o (�) ELECTRICAL RECEPTACLE WOOD CONSTR)CTION e' CMi WOOD SHEATHING WRB LAYER -1, STUCCO WRAP UFO LAYER -2, FORTIFISER 13UILDMG PAPER METAL LATH FASTEN TO WOOD STRJGTURAL MEMBER - T O.G. MAX 7j'TO)i MID -WALL WEEP SCROD �6' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY GORE APPLYING TEXTURED FINISH . MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER *1, STUCCO WRAP WRB LAYER *1, STUGC,O WRAP APPLY 60 MIN SELF -ADHERING B GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR8 LAYER *2, FORTIFIBER BUILDING PAPER STEP #4 - ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL ' SECTION) METAL LATH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F a, o o s m y � m m Q' C i pp < {k�` U [: 4 k ci Su-101 de IAT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL E402 "2636—LAKESIDE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C FRUIT DATE il/15/24 SCAIJk 1/4'=1'-0" SHETAE�TT dd2 — - - I _— I-----T- -r----T—- I I - --_- -7 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD, WRB LAYER Q, FORTIF15ER CONSTRUCTION BUILDING PAPER % HAT CHANNEL I' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED �- TO SHEATHING BEHIND WEEP SCREED -I WOOD SHEATHING Illy LAYER 1, / STUCCO WRAP , THICK, 3 COAT CEMENT PLASTER AM&r,-UFWC-IW Tom r-Aslw. PIP - 6'SELF-ADHEREING 70/ FLASHING WRAPPED e TOP OF WEEP SCREED TO SHEATHING BELOW i WRB LAYER 1, ` STUCCO WRAP I WRB LAYER •2, FORTIFIE BUILDING PAPER t � i b' SELF-ADHERENG WRB LAYER 1, FLASHING WRAPPED i • CORNER OF CANTILEVER STUCCO WRAP AMICO AM66-WFlWC-T80 I Y n 4' POSITIVE DRAIN CUSTOM CASING.BE WEEP SCREED NO GAP IN FIELD --/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTI. ® CANT. SCALE: I I/2' • I'-0' 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'x' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD RESISTIVE 1 RESISTIVE �2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RES15TIYE BARRIER -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUS -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 1 WEATHER RESISTIVE - BARRIER 7 ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL J' THICK 3 COAT CEME PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x x x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH= LATH TO BE PER SECTION R-103.1.1 / ASTM C1063-2005, MIN. 2.5 LBS. PER 5a YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3' X 3' 26 GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET M FULL i BED OF 6' PEEL 4 SEALANT,14' MIN. STICK • DRIP ` SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ya' GAP FOR BACKER ROD 4 SEALANT I NXI -i P.T. OR SIMULATED WOOD (TREX) FILLER VINYL CASING BEADCONTINUOUS WATER PROOFING 1st IWEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER -1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER^" 6• FEEL 4 STICK • DECK MEMN9RANE DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF I )J'Xl %' P.T. OR SIM& LA f SEALANT,V MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS i - FACE TO TREX Ys' GAP FOR BACKER VINYL CASING BEAD ROD 4 SEALANT I WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT I BALCONY DECK TO HAT CHANNEL i CANTILEVER VINYL CASING BEAD I J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 1 WEATHER RESISTIVE ;' THICK 3 COAT CEMENT BARRIER 01 PLASTER 4' P05ITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING e 1' O.C. MAX. N w. N WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14JACRNER BEAD C� FRAME /2" � CORNER BEAD (FASTENER 4 SPACING 6 -1' O.G.) CMU 112' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK I Ya' GAP FOR BACKER ROD 4 SEALANT I ' VINYL CASING BEAD 17@ WATER PROOF( bt I '; LAYER (2 LAYER PEEL\ 4 STICK) \PEEL 4 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP OLUMN SHIEATHING EATHER RESISTIVE 6AR\\RIER -1 EATI-ER RESISTIVE 6ARRIER 4 ' SAF. \ PEEL 4 STIGG -I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Yj' X 3' 26 GA. GALV. METAL DRIP EDGE SE7 N FULL BED OF: SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL W/TEXTURIED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. 11 )'&3' 'L' FLAS441W. 'FULLY EMBEDDED IN RDOF CEMENT 114' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )V MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING Iet LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORDER BEAD:J / (SHOW I FOR CLARIFICATION OF INING VINYL CASBEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WIRE, LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 9' THICK 3 COAT CEMENT PLASTER &'SELF-ADHERIW3a FLASHING � DRIP CAP WINDOW FLANGE WRB LAY IBUILDINGs METAL LATH a' THIQK, 3 COAT CEI PLASTER & *SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER "i, STUCCO WRAP i WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP \_ WINDOW FLANGE 15B CASING BEAD (& WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdesigngro up.com AA #: 0003325 F. iq y N z o o dddXEEE m w O ffi � CS A sxmx,ly. & IAT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 xoDzl,: E402 "2636-LAKESIDE" GARAGE s wngGt LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C V110A PRINT DATE: 11/15/24 sCALM 1/4"=1'-O" sHEET AV/VVA3 WOOD SHEATHING, WR8 LAYER "I, 5TUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF- ADHERING--) FLASHING VINYL ANCzLED CASING BEAD DRIP GAP — WINDOW FLANGE SHEATHING I WRS LAYER "I, STUCCO WRAP I I I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH tEXPLODED >' THICK, 3 COAT CEMENT VIEW FOR PLASTER GLARITY) WRB LAYER 01, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER I METAL LATH I THICK 3 GOAT CEMENT PLASTER ---, �,, FLASHING DRIP CAI - WINDOW FLANGE CASING BEAD @) WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING, METAL LATH WR8 LAYER 01, STUCCO WRAP WRS LAYER 02, FORTFFIBER BUILDING, PAPER �' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CA51NG BEAD VINYL CASING, BEAD UJOOD SHEATHING Y<' 6AP TYP d' THICK 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER • STUCCO TO SIDING TRANSITION �� LAYER 02, FORTIFIBER BUILDING PAPER SIDING-7 WOOD 6HEATHINGa STU CCO LAYER WRB LAYER -I,, STUCCO WRAP bTUGCO WRAP CASING BEAD &' SELF -ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 1� CASING BEAD (CROSS SECTION) 1A•' THICK ZIP WALL (FLIT14• J) / 9 HARDIE PREVAIL LAP SID0L / T-V2, x 12'x S/K' (FLM925) KLASELFGD AHERRYs L —\ ISHIN 'U / \ \ STARTER STRIPOR I 1 \ 1 \� ADFEImMs 1 '7Ab' TWCK LnZIP u�J� uta.l (F y R MADFEttlNG GALV'D METAL 'r FLASHM^s DOEAraLaF�(NGt CAMS OR ' S ur3oc6iRnM "ram CASINGS \ / �6TRA MEMBER I \ `SEAT. GAP W/CAULKMG \ , OR APPROVED SEALANT CIEAQ SIDING TO STUCCO C9) BLOCK TO FRAME TRANSITION e/ I WRB LAVER #I, i STUCCO UJR 4fi WOOD TMI uEATFER RESISTVVF SnRRIEF WRB LAl ER 02, FORTIFIBER 54SXIMT,Y�LAPSIDI WT I BUILDING PAPER HEI M I ' METAL LATH STARTIER5TRP— . S11 THICK, 3 COAT CEMENT Do Nor c.AULK oR (EXPLODED VIEW FOR PLASTER °ALYDr�AL— r LV D MET CLARITY) Irk• S CASING BEAD C RAISED 817A BAND (FRAME) -SCALE: 1 1/2' =1'-O' b' SELF-AD4ERNr FLASHNG 9' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME 101/ _......... �.... WRB LAYER V, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/Ya' FLEXIBLE PVC BACKER ROD) 2 DHERMG F RLASGHINGWING. / UHATWE1R RESISTIVE 5APaRER TO LAP &ABOVE TOP OF W FLASHMG r I IL I O UEATHER I�SrenvE BARRIER \ GALYD METAL I 'Z' FLASHMG Do NOT cAutx OR i - ''• WEATHER RESISTIVE SARRER TO LAP W MPL ABOVE TOP OF 'r FLASHMG St-ULArEMBE�R UILL�D6Tpam \ / i 'SELF -ADHERING FLJISHING \\I I GAP IWCAULrM OR APPIWJDVW SEALANT UEATHER RESISTIVE BNaRIER E-Z BEAD VINYL CAGWI (U%' FLEXIBLE PVC 5,40CER FWD) SIDING TO STUCCO (P FRAME TO FRAME TRANSITION 1J WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4" CHAP TYP J' THICK, 3 COAT CEMENT /CABIN(, BEADPLASTER SEALANT � To WINDW �O—METAL LATH WLAYER 02, TIFIBER WOOL) SHEATHING DING FAFER WMDOWFRAME -I ///-- WRB LAYER 01, 5TUCC,O WRAP &' WIDE FEEL 4 5TICK OVER FLANGE WINDOW FLANGE / \ E-Z BEAD VINYL CASING 2X FRAMING —/ (W/3/e' FLEXIBLE FYG BACKER ROD) I MEMBER ILA •APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP --- —----------- —---------------------------------------- --------------------------- 16A. E� BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIP15ER — — — — 5UILDING PAPER) METAL LATH X—X—XX STUCCO WOOD OR i/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION RV031.1 / A5TM CU063-20185, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y x m � a ift mQ 3 � is 14 r Ina R O 9LTHDIV. do IAT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT: 04181.003-30013 xonzu- E402 "2636—LAKESIDE" GARAGE aw1ki0 LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C DATIM 11/15/24 9CA*.m 1/4"=1'-0" 81=T WA4 AVAILABLE siZE6 MDUNTING CARE SHOULD BE TAdCEN IN —PING THE VENT PROPERLY AND IS' ALIGNED. VENT PIPE IS CEALED IF UTLIZED. NAIL IN PLACE SHOWN IN I GALVANIZED USING 1 114' — AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PER METER AS CUTOUTTHEGOGSENE-VENTOPENNGNTHEROOF RECOMMENDER IN SEVERE WEATHER COASTAL SHEATH NG. S ZE THE OPENING IN ACCORDANCE WITH THE CONSTRUCTION ZONES. CHART SHO— IN THE EVENT A MECHANICAL VENT FAN 13 USED, SIDE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MPNUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS AHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OFT HE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES O THE VENT FLNAY ON FLANGES TO TE�a HETOPTHETHESHINGLES ROOF HOOD VENT DETAIL &'ALE, We OUT NOUSEGRAPTUCK eMPO OLD -I OUSE? P AT 4b' ANOdet PEA MODPICD 1. cuiN HIOIJSV4PLIE GF WHOCW OPENINGFOLDN ATAPPROVI 1p, D HOUOVER BFEATHMAD BTBD uIALLBL.oP NAILHG RANG AT JAMBS PLA,1%4N3 Ov" VINYL HEAD FLASHING (um DA)-B)NALNG R.AW4E INSTALL VINYL CAP EXTIM MIN 1' BELOW BILL FLEXIBLE FLdSFLASHNK: DO NOT SEAL BOTTCM PH STEP 6 ASPHALT CATURATE D FELT NEOPRENE BOO N ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALMN FLASHING UY PC. eDOe OF BILL Ra MECHANIOALLT FASTEN FAI,FEO EDGER. (OAP NAILS. STAPLES) NSTALL DUPONT FLEXLP AP AS T K-A&41143 AT T18 FOLD HOUSEiLRAP DOIN 4 TAPE DIAGONAL OUT t ACROSS WAD OF WINDOW PLUMBING VENT DETAILS SCALE: WS AMBS AND HEAD WILY TO BACK ( RNDOL NALM LANCE N LINE YY Te-flNONm TOLES OR BLOT& NBTALL i' LLIDE ADHESIVE - FJ.4OQD M-Mdae PLASHING MATERIAL OVER DPW- OAP JOMT (RBDTECTO-)CRAP 117-20XL w OWN) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 3F wDE VALLEY FLASHIN 50 OR HEAVIER FELT UNDERLAYMENT VALLEY CENTERLINE TN OFASERS 6'OF CENTERLINE WITHIN FASTNEREND OF SHINGLES IN TEND END SHINGLE ASPHANT I VT LEAST 12' BEYOND ALLEY CENTERLINE WFl G CEMENT )'CLIPPED OFF r CCfiNER AT 45 DEGREE TRIMMED 2' BACK FRCfA VALLEY CENTERLINE L IT 18 TE CONTACTORS IEBPO EWLT7 TO VMIFY ROOF VALLEY DETAIL THEMARAP, 8EALAa= ALLPIa7DWERIINCLUDING TPE C RAP, SEALANiF 1 SELF-APLICTS 5 SCALE= WS R.ASHNG MATERIAL& USED DUR1N3 CCN9TRIlClnm 2. MBTALL ALL MATERIALS FOR MAMFAC I ERE WRITTEN SPECIFICATIONS WAR INSy 0EALAJT5 MAY REACT ADVERSELY IF NOT CO'IPATIOLE NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW II*A FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW NOS: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INT"ION CELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OBI H21J (O EOIAO SEALAR a u JOINT. FLUV APPLIED FLABHM ILANCO UNITE -SEAL RC -Si OR EGLALJ. SLOPE SILL TO EX NO(Et L IT IS TM CONTACTORS REBPONBIBLTY TO VERIFY THE COMPATIBILITY OF ALL PR7DI1CM NGaDNG SEALANTS 4 SEI FAD4ERPY. PLA814NO MATERIALS USED DURING CONSTRICTION 2. FLASHM3 AT bcTeRIOR 9.RNDOLLB AND DOOR a-liNb b SHALL BE NSTALLM IN ACOOI®ACE WIY4 MAINIFAMIRER5 NSTALLATION HST1ilGTIONS AND APPROVED METHOD U OF POO R109.4 U N ACCO®ANCE Wrrl4 FENESTRATION MANFACTIAEWS INSTALLATION AND PLASHING NSTR cTIOdS. U14RNWa SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NIS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774- 078 www.abdesigngroup.com AA #: 0003325 [4M' o�m C C augmv. sc T ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL E402 "2636—LAKESIDE" GAILAGE grW11W . LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. C or pum 11/15/24 ATE: EIEET WA5 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL E STICK DRIP EDGE I\ 7/8' TEXTURED I FINISH v WOOD I 1� 1/2' TEXTURED FINISH B GMJ / 1 METAL FASCIA `1 WRAP Ya' FROM STUCCO, I' FROM 1` WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\ Nam: NOTCH FOR 2X6 \� METAL FASCIA UIRAP 2X6 SI8 BAND— _t m © FLAN B I 1/8, TD(iURED FMISH • UOOD, .t I� 1/2, TEXTURED '= FINISH • Cmu x -.f METAL. LATH x x x x x x x x yyggqqqq y UlOOD SHEATHING x x x x x x {.I OR CMU WRS LAYER M, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — 1 ILRB LAYER 12, FORTIFIE5ER BUILDING PAPER (FRAM ONLY) Ix x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x - FELT PAPER ROOFING, ctMeNt x x x x x x x x x x _ - - DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT METAL wCK OUT x ONLY FOR WALL OFF x _ SET OF COMPONENTS) \\ SUB BAND ONLY k ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL XNOT INTO STUCCO) \ \\ I �1/8' TEXTURED FINISH 9 \ \\\�\ /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK /� ® L V% It (ON METAL FASCIA WRAP I' OFF WOOD WALL- SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -HAND WIV2'x4' NOTCH v END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x \ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X x x x x x x x J / x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL (9) WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WA'x4' NOTCH o END, WRAPPED IN PEEL d STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 w .abde igngroup.com AA #: 0003325 � 1tyy S F � y o � s a o m m C SURDIV. do IAT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL E402 "2636—LAKESIDE" GARAGE BTfMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. C f �t`1i.I • r x Dw11/15/24 SCAT -TM 1/4"=1'-0" SHEET dV A6 \ ' TE-2Lit I - FM-12xi8 1 � - - F-24X24 IN 1 LL ~ 4" CONC. O w I o I TOP OF 0 SLAB �n I iP iv av io ILL \\ \ t1.1 -31/2" \\\ N I 4" PVC---.:' CHASE \\\ - v `\ I �\\\ FM-12x18 \\ \ 4 I 2.1 I 19'-4" \\�\ 20'-4" I WI a Z U� O a I I I 4 I 1 I I 1.1 b I 4 q U II I ro 2.1 I ❑ II I a III ILL al I I n 1 1.1 EXTEND ND II SLAB /TE-i " B CL L - - - - - - - ----� I .V5 1 /2" 1 1 IN I BLAB I 19 16'-10" 2'-8" '-2' 0 I ILL I I I I 2 I TENp FM- 1.11 SLAB 1 1!2w LA" 12xl8 - ' N r--- N 3 1/2" I FMC-12xl8 FMG12xl8 2 3'-5" - 0 14"GONG. W� 4 --7 1/2" q 1.1 I o W SLAB O a 1.1 FM-12x18 1.1 - (31/2" O _ - --- Ix----� I M-12X12 I� LL 1 1 I 0 _ FM-12x18 1.1 2'-8" I, 16'-0" I, 2'-8" 1, 11 10'-4" 1,1 4'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" 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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATES #5 BAR, E3INOICATES #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 4021602-16, USING F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER3OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM 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 31i2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN SCHEDULE FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's FMC-12x18 12" CONTINUOUS 16, - (2)#5's #5 IN CURB VARIES FM-12x12 12" CONTINUOUS 12" - (2)#5's (+)0'-0" FMA2x18 12" CONTINUOUS 18" - (2) #5'. - VARIES TEA 8" SEE PLAN 1. - (1) #5'. - F)0'-0" TE-2 12" SEE PLAN 12" (1)#5's _ (1) #5 REBAR VERTICALLY W/ CONC. g w POURED CELL on 8"CMU a g #4 REBAR @24" O.C. @ CENTER OF F SLAB a a. I •,e - 4" CONIC., REINF. W/ n __ 7 - 6"x6"#10 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED II CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE u' tjU�q aj (2) CONT #4 REBAR a t(2) e #5 REBAR ON CHAIRS I`- .�4 2,000 PSF VIRGIN SOIL OR 95 12" MIN. DEPTH INTO z COMPACTED SOIL VIRGIN OR ENGINEERED SOIL > SLAB HEIGHT LESS THAN 3-6' PER PLAN EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL I SCALE. 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 1116 w a „ „ m 0 q 4 s m m 4 4 SVSDIV. 8e LoT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 WMFJA• E402 "2636-LAKESIDE" C&ARAGiE SWINQ: LEFT PAGE FOUNDATION PLAN 150 MPH EXP. C PRI Tr 11/15/24 DATE: SCALE: 1/4"=1'-O" SHEET si MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED s•— o9v g CELL SEE PLAN FOR SIZE AND - CELL SEE PLAN FOR SIZE AND e rr ' o SPACING REQUIREMENTS o } SPACING REQUIREMENTS vo o GARAGE DOOR m a If -'�•' _I_ �v> �1 FM—e RECESS o - 8" CMU WALL >n z 8"CMU WALL •, CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH a� a" m +- 0'-0" +- 0'-a' WAY AT ALL CHANGES IN DIRECTIONS m s TOP OF SLAB - TOP OF SLAB ° SO THAT THE STEEL REINF. IS CONTINUOUS eATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1 STORY) #3 18" a-VASMASONRY FACT. PORCH SLAB IL SEE SLAB SCHEDULETOP OF GARAGE 4" CHAMFER - - CONTINUOUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE SET -a, AT ELEVW/ ATJOINT 1/2 ISOLATION 6" CHAMFER (2-STORY) • W/ 1/2'ISOLATION-` (1-STORY) W.H. (WHERE ♦ • #4 24" 6" CHAMFER (2-STORY)APPLICABLE) SEESCHEDULE - #5 301, JOINT (WHERE APPLICABLE) n SEE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE ° 36" 36" z FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY f AND BAR QUANTITY NUMBER OF BARS (Io 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE BQALE 3/4"=''-°" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 3(4"=1'-0" CAPPED GALVANIZED PIPE W/FLANGE @BASE 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" 01C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48"---may LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL Wt PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT SECURE FLANGE TO SLAB W/(4) 114' X 2 1/4" 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OE WALL W! PLAN TAPCONS WALL W{ SYP WALL Wl SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE 70 SLAB W/ PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE SPACING. SINGLE BTM. PLATE 172'k9" WEDGE ANCHOR W{ 2" BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE ei. PLATE TO BTM. PLATE TO BE PT- SECURE BIT. PLATE TO PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB Wt10d MASONRY NAIL SIMPSONAND SPH4 SPH6 MAX. NAIL 1Z' OtC STAGGERED. 12" O/C STAGGERED. BTM LA ADDITIONAL METAL ADDITIONALMETAL BOLLARD ANCHORSWP OdxEt2" CONNECTORS NOT CONNECTORS NOT SCALE: 3/4'=V-0" COMMON NAILS FILL ALL REQUIRED WHEN NO REQUIRED WHEN NO HOLES, DO NOT USE 10d x 3" SLAB SCHEDULE UPLIFT IS PRESENT. - SEE SLAB SCHEDULE UPLIFT IS PRESENT. w - I REINF. BAR aQ +O SEE SLAB SCHEDULENEW SECURED W! 2-PART EOXY. MIN. EMBED I [SEE TOPOF SLABo 8"LNG , F SLAB a o FOLLOW ALL MANF. SPECIFICATIONS FOR ° USE AND ' • - >! PREPARATION OF w 4. HOLE. • ° a F° L • s ° SEE SCHEDULE EQ, EQ, SEE SCHEDULE EQ. EQ. SEESCHEDULE FOR MD, BAR SIZE AND BAR QUANTIN p O" FOR WAR, BAR SIZE FOR BAR SIZE AND BAR QUANTITY AND BAR QUANTITY BAR P INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 4"CHAMFER (1-STORY) 9 SCALE: 3{4"=1'-0" (W� UPLIFT) $ SCALE: 3l4"=1'-0" (NO UPLIFT) 6"CHAMFER (2-STORY) SCALE 314°=1'-0' (NO UPLIFT) ADDING BAR TO MONOLITHIC FOUNDATION V (6 SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED g CELL SEE PLAN FOR SIZE AND ff SPACING REQUIREMENTS POUR SOLID FIRST FOUR (4) COURSES _ W13,000 PSI GROUT TO NEAREST REINFORCED CELL PAST LOCATION OF CMU a - OVERHANG IN EA DIRECTION FOR a _ OVERHANGS OF 314" TO 1 1/2" MAX. o °m' -z8" CMU WALL8"CMU WALL mmTOP O� SUB °TOP OF SLAB TOP OF SLABA° TOP OF ° SEE SLAB SCHEDULE EXT. PORCH SLAB SEE SLAB SCHEDULE gpR SIZE 4' CHAMFER 1-STORY ( ) a �� Oa ° e.6 °°_ a° 48 BAR DIA. w - Itt ISOLATED" COLUMN PAD � W/ 1/2 ISOLATION 6" CHAMFER (2-STORY) #3 18 °'°° O.R lE.O.R. FOR OVERHANGS CENTERED UNDER WALLANDJOINT (WHERE • #4HAN 1 1/2" FOR REPAIR OUREDMONOLITHICALLY WITH APPLICABLE)- MATCH STE#6 30 LESS THAN 3/4"REQUIRE NO FOUNDATION AND SLAB REINFORCEMENT #6 36" 6" PVC CHASE iu PER SCHEDULE 6" PVC CHASE THRU FOOTING -3 SEESCHEDULE THRU FOOTING #7 42" FOR WZD, eAR SIZE AND BAR QUANTITY MATCH STEEL /XL SEE SCHEDULE FOR NMD, BAR SIZE REINFORCEMENT PER SCHEDULE REPAIR DETAIL COMBINED EXTERIOR MONO- AND BAR QUANTITY PVC CHASE SqLM�nl�!�,TG 11 SCALE: 3/4"-1'-a' SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.al�esigngro up.com AA #: 0003325 W O G m m igpo A aS� Fe .C� C• M 9 S: R C sL mmm & LOT ABBO TT PARK LOT #30 BLK #1 PHASE #3 PROJECTS(: 04181.003-30013 monam: E402 "2636-LAKESIDE" GA32AGE awMQ: LEFT PACE: DETAILS 150 MPH EXP. C I A. A D � 11/15/24 SCALE: 1/4"=1'-O" SHEET Si. IA 10,-8„ DOWEL PLAN SCALE: 1/4" = 1'-0" N y m �i BVHDIV de MIN ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# - 04181.003-30013 MODEL• E402 "2636-LAKESIDE" GARAGE BIMCG. LEFT PAGE: DOWEL PLAN 150 MPH EXP. C ST A L+ 1 A AR NO DA ■il/15/24 SCALE: 1/4"=1'—O" silln" s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV . d_ -a - a .a �— -9 To HORIZONTAL REBAR W7 10" HOOK GROUTED BOND BEAM ' � 717 a VARIES PER ELEV. f #5 8AR5 a a a o 8.. 10" HOOK a o CLEAN OUT REQUIRED a. 0 FOR INSPECTION ° a ° 0'-0" FIN. FLR. TIE REBAR TO HORIZONTAL L p : ¢ o e - o REBAR W! 10" HOOK �— BAR SIZE 48 BAR DIA. I°) o X—�- a F o #3 8" #4 24„ L'� CMU UNIT _) m ARE NOMINALAL SIZES —AR 95 30" 42" OFFSET METHOD S BAR SIZE 48B CONTINUOU18" METHOD #4 24" O0/� MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 1 30" 3 SCALE: 3/4"=l'-0" REINFORCING �� REINFORCING G SCALE: 3l4"=1'-D" SCALE:3/4"=1'-0" 8'k8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWNW/#5 DOWEL IN FOUNDATION. ❑m DOUBLE FILLED CELL ,, SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F y S U rs Z 4 o s mom" m O V ^d pY i L -LLL jq svAmm. ae LOT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 Pitoi=T# 04181.003-30013 MODI : E402 "2636—LAKESIDE" GAHAGN BTfMG . LEFT PAG IC. DETAILS 150 MPH EXP. C Fa � 2 PRINT DATE 11/15/24 SCALE: 1/4"=1'-O" SHEET SI.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD' SIMPSON H10A OR LGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11_ TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR_ UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/0M/0B 8F16-ITIOM/OB 8F16-1T/OM/QB 4'-6" m �o GT ~ 8F16-1T/OM/OB LIFT BEAM PLAN SCALE: 114" = V-0" BB1 @ TOP OF WALL EL. 8'-0" WHERE ROOF TRUSSES BEAR, UNO. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 F W g ¢ F m � O Y o � m � y� v o ffi Q dayy i5 C v v + C ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEx9 E402 "2636- LAKESIDE" GARAGE STIMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES %150 MPH EXP. C 2 V PIPRINT Dw11/15/24 sCAim 1/4"=1'-0" s� S2 I #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1P' HOOK- 30' TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE. 3/4"=1'-0" OPEN FACE SHELL SC AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION I` AS SHOWN #5 BAR BENT #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. OF L�S� PAS OJe i NOTES TO THE INSPECTOR/CONTRACTOR TYR 8'k8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP- 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �1#5 COURSE OF BOND BEAM IS OMITTED AND A LINTEL I5 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Se#Ao peQ,EFti 8x16 DBL. BOND TOP OF F qe BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF • �WIDTH W/(1)#5BAR •iBOND BEAF =FILLED W/GROUTU =UNFILLED GROUT SOLID FROM TOP LINTELTO TOP OF BOND OF OPENING #OF CO IN 2ND BOND BEAM, fF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/1 / CONCRETE — gc px��EC U LSIN ERL WI BAR LOCATED PER L—� BEAM SCHEDULE HEOIGIIN # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX-1T/iM/O8 iNDICATESA DOUBLE BOND BEAM #OF #5'S, BOTTOM AND XFXX-1T1OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1 T/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST -•a 1E4" WINDOW Q SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/2"=1'-0" SINGLE #5 CORNER — BAR, 30x30TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND.BEAM LE REINF BAR(S), �ry PROVIDE #5 BAR AT EACH SIDE STEEL REINF, OF OF ELEVATION 3ROUTS BENEATH BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM / SCALE: 3/4"=1'-O" SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3l4"=T-0" MASONRY �1 BEAM DESIGNATION SCALE: 3/4"=1'-0" PRECAST HEADER(MIN) 2X4 (MIN 2XMIN TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BILK . EA. END EMBEDMENT L7116" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 y' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: de = END DISTANCE Sa= SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS a= EDGE DISTANCE 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS Q DOUBLE STUD W/ 10d NAIL ATTACHMENT V SCALE'. N.T.S. WOOOSECTION FASTENER SPACING de 4" MIN, 2f MAX = 2;' MIN, 9" MAX (2)2 s,=1}'MIN 2}"MAX ea =J' MIN, 2 }" MAX de =2" MIN, 27" MAX a=2 "MIN, 9'MAX (2) 2x8 sr =1 }'MIN, 2 }' MAX MIN, 2," MAX d,=2"MIN, 2}"MAX sa=2('MIN, 9"MAX {2) 26 s, =13' MIN, 2�" MAX ea =j' MIN, 2 }" MAX 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-7744078 WW :designgroup.com AA #: 0003325 ILI �i h U m 4 (S� pmp 0 [i C sysnsv. & LoT: ABBOTP PARK LOT #30 BLS{ #1 PHASE #3 PROJECT# 04181.003-30013 MOMM E402 "2636- LAKESIDE" GAICAG'E swam: LEFT PAGE: DETAILS 150 MPH EXP. C DATM 11/15/24 SCALE: 1/4"=1'-O" DIMWIT S2.IA "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 PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-OB 16-1T/0 20-1T/0 4-1 U0B 28-1Tf0B -1TIOB TYPE LENGTH 8!8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T 820-1T 8/24-1T 8/2B-1T 8132-1T 818-18 16-1 T11 20-1T/1 24-1T115 1T118 32-in1B 818-2T 8/1E2T 820-2T Br24-2T 8/28-2T 8132-2T 3' 6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-0" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 8385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4766 6587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4670 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST $19 533 1770 2400 3033 3666 4300 4'-6" PRECAST 39$ 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 6-4- PRECAST 1016 1806 2374 2944 3513 4094 1319 4460 7196 7342 5780 6259 1016 2276 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 5036 6548 5776 929 20M 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 T-0" PRECAST 716 900 1181 1462 1743 2025 s3a 2498 34M 4864 7067 6472 727 1624 2025 2426 2827 322E 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9'41 PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 101-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 1 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1843 1470 1710 12'-0" PRECAST 30$ 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'4- PRECAST 383 366 476 587 698 783 507 lzto 1596 zoas 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 H35 13' 4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 845 414 1045 1365 1732 2316 2605 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 NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 164" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 1T4" PRESTRESSED N.R. 183 1TA" 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 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 669 779 900 24'-0" PRESTRESSED N.R. NR NR NR o R NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 24 174 2c5 302 360 418 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 w .abdesigngroupxom AA #: 0003325 0 m w w a m M Ic C SUHDIV. do LOT ABBOTT PARK LOT #30 BILK #1 PHASE #3 PROJECT# 04181.003- 30013 MODEL• E402 "2636-LAKESIDE" GARAGE SITING: LEFT PAGE: SAFE LOAD TABLES 150 MPH EXP. C D TM 11/15/24 SCALE: 14"=1'-0" Si�P LS2 _ 2 A FRAMING NOTES: CA✓ II II II II II II I� I' () II I--11--7r--- I II II II A CJ7 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE - CJ3 = II II u u n n n n EJ7 it u u u I u u = CJ3 CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: 1C i WOODTOWOOD:ISMSOA2 , I n n n n n n u n n u n I CJ5 SI MPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER 1A A8G 1A SCHEDULE. 3,1 .1 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH r MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 1A _ - _ --- _ABA 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. I- a �Q A�' 5 — L_ 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE O m o o �__= = 2X48LOCKING BETWEEN TRUSSES 24"O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND O rn O _ _ _A4 COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 OR HETA-16 USED TO CLEAR SPAN OPENINGS. z ? BRACE TOP OF WALL. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE O < m A3 SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS ¢ p 0 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND U 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 S HOWN SAMD.C. •III}\\ _ TRU72 SS 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END REACTIONS ARE THE NSAN"L UPLIFTS UNLESS OTHERWSE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. /�/ �- I -� T =�_�� 7 -�6 1 =T 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR- UNLESS ---- NOTEDOTHERVMSE. ¢ PRE-FABRICATEDJR;1� 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. =_�====p====�___�_�_ TRUSSES @24"O. 00 TRUSS MANUFACTURER/ ENGINEER NOTES: m ova A_�_��_�___= 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM, CHORD (MIN.) Q .1 U Q 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. Z C) Q Q m I 3 TRUSS COMPANY /ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. O jl' T 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. U - - -1==-=�___ _L_= - _-1== MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. - - - I -- II - x=_ - --1---- -F2"X54„ 7---- 2 __- Q o—_-I ATT ACCEISS I A3__$—_—__—_— A4 0J 0 \e A5 tiA Al Z� 0 a — - A6==1 — Es 1A 1A A10G 3.1 — — — 1A 3.1 w B1 .1 = CJ3 = II II II II ❑ II II 11 1 I 3.1 II P�� a_ B,A II II II II II EJ5II __= CA -------------------- B2G U U 1j:11 "EJ5 = C u n CJt FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwW.abde ngroup.com AA #: 0003325 s o m A 4 c 9uBDrv. & LOT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL E402 "2636— LAKESIDE" GARAGE BWWG: LEFT PAGE: FRAMING PLAN AND NOTES 150 MPH EXP. C DAIMRurr 11/15/24 DATE: SCALE: 1/4"=1•—O" B31E= s3 00 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A -(I) SIMPSON HETA16 TRUSS ANCHOR WIT PLYWOOD SHEATHING, SEE (9) 10d x 17 NAILS TO TRUSS SIMPSON # 1100 UPLIFT B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHJAWFLOOR OR IT TRUSS ANCHOR WITH T NOTE: APT SYP HTSM20 1 Od TO SHEATHING {12) 16d x 1 �' NAILS TO TRUSS 10tl x 1 NAILS TO 8" x MAYBE ADDED E ADDED AND TRUSS AND (4) V4" x 21/4" ( ) 11 ' x DBL STRAP, 1 EACH SIDE, VERTICAL FASTENER SCHEDULE" GI GIRDER. PROVIDE 5" W NAILS, W! 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO APPLICATION OR WRAPS OVER MINIMUM CONCRETE 010 TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3" NAILS TO GIRDER AND 6", 8"x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF WITH (12) 16d x 3z' NAILS TO GIRDER O/G TO FACILITATE ONE BLOCK WALL W11010d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4)g'' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }'x 27' TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) 7' x 5"TITEN HD TO CMU AND (18) SIDS,". GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)' ' x 5'TITEN HD TO CMU AND (18) SDSa x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV_ COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L'.770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U'.2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER $ 2" APART C ALLOWABLE UPLIFT = U:4395 LBS, L1430 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE 3/4"="°" 2a 2b 2c S A 34-,-0 3 SCALE' 3/4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 BYE DIAG. 214 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2,1 PT. PLATE (1} "X" BRACE @ CENTER TO BILK Wl 1/2" DIA. (2} "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0° MAX (W/i%4) FROM CENTER TO END. WASHER SET IN HIGH oR 10'-0" MAX (M2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" 'Y SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. 1.4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GASLE TO 2x8 P T_ PLATE W/ 12d's 8" BTM. CHORD BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2,,4 SECURED W/ - - MAY NOT BE (2) 10d's @ EACH TRUSS z� oa REQUIRED TO BE INSTALLED @ 10' 0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF W-011COMM°/C MAXSECON NAILS TUEACH RED CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION YP BTM. 6 CHORD BRACING ` PRE-ENGD TRUSS SCALE:3/4"=T-0" SCALE: 3/4"=T-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D ID HOLE EDGE >5/e" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5`D SGL. STUD OUTER4RTM. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE, /8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON 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 ol SUBJECT TO Ft AND F2 FORCES, HOLE DIAMETER PLATE <3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS V SCALE: 1 12"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 F 2 � a U IS Z a O E O Y 9VBDIV. de I.OT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT: 04181.003-30013 MODEL: E402 "2636—LAKESIDE" GANAGE SWMG: LEFT PAGE: DETAILS 150 MPH EXP. C IV 1 P A A. AI NO nATM 11/15/24 SCALE: 1/4"=1'-O" axEET S3.1A PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT 8 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX e 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W{TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH W/ 112' DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH _ U < 990 LBS W{ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED_ AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d'.8T0 8O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CCNC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DEL TOP PLATE PROVIDE BLOCKING SIMPSON SPH40R SPH6 BTM t/2" GYP. WIT BD. o AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT_ PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0.0.C. MAX. 10d x 3" EPDXY 5-12" EMBED. MIN. @ 16. nV^ I ! Vl. 0b 4 0^ I Q OC MAX. SCALE: 3{4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3/4"=1'-0" c TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • 8-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W{ (16) 1/4"x3"SDS, (1) 5/8"° A T.R TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION A&B-SIMPSON ABU44Z POST BASE <U_1,900 G:5,660 W/ 5/8 DIA. X 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C_SIMPSON HT75 POST ON SLAB <U:4,565 W/5/8" A.B. WITH MIN_ 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 F WW a o gS m T w a & 4 C C C 4 _LLL_ C 9UBwv. QC IAT: ABBOTT' PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003— 30013 MODEL- E402 "2636— LAKESIDE" GARAGE 81FMC3 LEFT PAGE: DETAILS 150 MPH EXP. C PRIITB 11/1f DATE SCALE: 1/4"=1 -0" O O ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1=-30.64 PSF F40.84) ZONE 2 = -47.51 PSF F57.51) ZONE 3=-55.84 PSF (-65.84) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: J- 0.18 ROOF DIAPHRAGM ROOF/ WALL/ FLOOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN, SHEATHING 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK 21/2" 0,131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 23f8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/8" 0-113 F1667 SCREW -NAILS RSRS-01 PAL I EH OR I HU66 ROOF SHEATHING EXTERIOR SHEATHING z USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT V o o_ O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT BE INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADDT DROPPED ZONE 1: Qd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2_ 10d NAILS @ 4" O-C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3. 1Gd NAILS @ 4" O-C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END- ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-22 eeRING SHONK GUN NAiL[$4"OC. 47 w� #82"DECK S11EWS@6"-8"O.C. MAX@ y EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33'C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURALDRAW'INGSSHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE VA AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SEE. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2023, 81h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3'4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE NO OR BETTER .Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0ON-0RWNO WHERE INDICATED ON BA 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 61NCHEAND SEALED ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT. DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 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 X" 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. 8th 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 STRUCTURALDEPENDING 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 INDIRECT 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 A10641A1064M, GRADE 65 AND 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 BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE HERA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 A615AG15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE DESIGN LOADS: IN DIAGRAM AN PLACING TAILS OF THE ACI STANDARDS AND SPECIFICATIONS. W! THE TYPICAL BENDING D LA DE 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" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOFLIVE LOAD FLOOR.- LIVE LOAD 40 psi REVIEW WOOD TRUSSES. 20 Ps lTOP CHORD- G-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -nonconcurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE fi° 6" CORNER BARS BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS OV DE 3 x 3 O 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: 7990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psfW ASPHALT SHINGLES) (10 pd./ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT. 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 FORBEARING WIND-. DEAD LOAD SPEED 023) MPH SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE- TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL S RISK CATEGORY 10 ASCE (FBC EXPOSURE LAYOUT, SPANS & ALL TRUSSI HEADER ENGINEERING- ANY DISCREPANCIES FROM THESE LAYOUTS THAT BIT ATTIC R UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 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 VVIT STORAGE' 20psF, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 201 GUARD IN -FILL COMPONENTS: 501bs, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES' 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pd,, SLEEPING ROOMS_ 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 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 ALSHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. L MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FORL. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKEDSHOP DRAWINGS IN THE FORM RUN LNG BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE N ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUTUSED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS ITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT WR ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED Wf A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOU DATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 10,, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = Z500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksl- TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP - 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F31251F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" */-PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI M8 AND ASTM C94IC94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL SET E RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-1/2'FOR #5 AND SMALLER 2'FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS /-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER a ° YIDENC w R R `°Asr<tiE°R - ALITT. ASTENEO GEPOOR EH -O/C EVPANSION BOLT (3/9'OV�) x , MASowEv,coNC. i0 Mn50NRY/cONC. ENE tm O/C ( DID)) IS CONTACT THIS ENGINEER FOR SPACING C PT�� °TEs ITARGH. REQUIREMENTS Bt:CEKavVT, SEE NOTES IN01w SOER 180/C EMBED P^xT06 SEE I ' ._—D BE NOTES T. STAPLES SHALL NOT 8E USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NON 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAR SHALL BE HILTI X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOV, OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w W w.abdesigngroup.com AA #: 0003325 F r h � W � pC W q m �O � Z ZE Q A rr4 Qpq rpQ�� C C C 14 C 9ITHDIV. & LOOT ABBOTT PARK LOT #30 BLK #1 PHASE #3 Piton=T# 04181.003-30013 1[ODEL• E402 "2636-LAKESIDE" GARAGE 51FE11TG. LEFT PAGE: DETAILS 150 MPH EXP. C ROLAN�DnpA�,vN� /1fr IN PRn�T 11/15/24 DATE: SCALE: 1/4"=1'—( 8liZET SN1 T_- 4 9/32' 1 16"ALUMINUM SOFFIT- SOLID AND VENTED O3105H28ALUMMUM.012"THICK VENTED VERSION VENTED AREA. 20.25 IWILINEAR FOOT DESIGN PRESSURE RATING IMPACT RATING I DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±54.2PSF I NONE ±38.4PSF I NONE I+31.1PSFI NONE WHEN INSTALLED IN— OVERHANG WHEN INSTALLEDW -OVERHANG WHEN INSTALLED IN 24' OVERHANG r I 1 1/2' L 1/2 3/4 r O F CHANNEL O J CHANNEL 3105-H28 ALUMINUM .012" THICK 3105-H28ALUMINUM.012"THICK NOTES: 1. THE PRODUCT SHOWN HEREIN S DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FTAMMIG AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENC94M OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WASS NOT USED N THE OE7. ON OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FAR WOOD ANCHOR CALCULATIGN3. 4, FRAME MATERIAL: COLD ROLLED FORMA ALUMINUM 3105-HZL S. FOR ANC 4MM INTO WOOD FRAMING OR ZX BUCK USE 1 3/4' TRIM PAINTED SIAN.ESS STEEL NAILS WITH 1/4' HEAD DIAMETER. 3/4'X1/4' CROWN OR 3/6V/6' STAPUES. REFER TO DETAILS A. B. 0. AND E FOR MINIMUM EMBEDMENT AND SPACING. S. FOR ANCHORING INTO MASONRY/CONCRETE USE .DDT DIAMETER (MMOW T OR STUB NAILS. REFER TD DETAL C AND CHART PEET 4) FOR T NAIL SPACING NO EMBEDMENT. 7. ALL FASTENERS TO 6E CORROSION RISRTMR. L IWALLATION ANCHORS SHALL BE DWALLED N ACCORDANCE WITH ANCHOR MMNUFACTUER S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS I = THAN THE MINIMUM STRENGTH SPEICIFM BEL W: A. WOOD - MINIMUM SPECIFIC GROW OF Q-OA2 L CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TD ASH/ C-90. GRADE K TYPE 1 (OR ORFATER). BILL OF MATERIALS ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM ANC ALUMINUM 310SH28 2 F CHANNEL ALPHA ALUMINUM ANC ALUMINUM 3105-H28 3 _ J CHANNEL ALPHA ALUMINUM ING ALUMINUM 3105-H28 4 FASCIA ALPHA ALUMINUM INC ALUMINUM 3105H2428 FRAME BUDND BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM SEE DETAILS SHEED2 T S AFL 12' OVERHANG 12"OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS B NOT A BRACE THIS a PART OF ROOF TRUSS SYSTEM SEE SE (11 SEE _ DETAIL E DETAILS \J DETAIL E SHEET 302 A. B AID C SHEET SD2 SHEET SD2 18' OVERHANG 16" OVERHANG INSTALLATION DETAIL FRIM19 BUILDING FRAME DING BY O1HE t�4m 7HI5 B NOT A BRACE THIS IS FART OF ROOF TRUSS SYSTEM SEE DETAILS A. B AND C SHEET SD2 ~ 12' OVERHAND 12"OVERHANG INSTALLATION DETAIL THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM SEE SEE DETAIL D DETAILS v DETAIL G SHEET SD2 A. B AND C SHEET SD2 SHEET SD2 E- 16' OVERIOM 16"OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS IHIS IS NOT A BRACE THIS 6 PART OF ROOF TRUSTS SYSTEM EXTERIOR X X � 1X RRRND - SEE 1 �� SEE DETAILS DETAL E A. B AND C SHEET S02 SHEET SD2 SEE DETAIL D SHEET SD2 12' MAX D.C. - 24' OVERHANG 24" OVERHANG INSTALLATION DETAIL FRAME BUILDING By OTHERS EXTERIOR SEE 1 1X FURRING SURF SEE DETAILS DETAIL 0 A. B AND C SHEET 6 SHEET S02 SEE DETAIL O SHEET S02 tY MAX O.C. - 24' OVERHAND 24" OVERHANG INSTALLATION DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmupxom AA #: 0003325 coo y s�yy 6 � k w y o 9 10 � C M C C aC 4 li O 9TJBDIV. ac TAT: ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT* 04181.003-30013 MID E402 "2636- LAKESIDE" GARAGE 9TFlNG: LEFT PAGE: SOFFIT DETAILS 150 MPH EXP. C I i 1 11 TFI T i I - I Ii I -T— BILL OF MATERIALS ITEM NO -:I PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 SOFF, ALPHA ALUMINUM INC ALUMINUM 3105-H28 2 F CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 3 IJ CHANNEL JALPHA ALUMINUM NC JALUM14UM 3105�H28 FRAME BUILDING BY OTHERS THIS S NOT A BRACE THIS E PART OF \ ROOF TRUSS SYSTEM SEE SEE DETAIL H DETAIL E SHEET SD2 SHEET SD2 W OYFAFANG 12" OVERHANG INSTALLATION DETAIL BILL OF MATERIALS ITEM NO.: PART NUMBER I DESCRIPTION MANUFACTURER MATERIAL 1 SOFFf ALPHA ALUMINUM INC ALUMINUM 3105-H28 2 IF CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105J128 3 IJ CHANNEL JALPHA ALUMINUM INC ALUMINUM 3105-H28 FRAME BUILDING BY OTHERS THIS E NOf A BRACE THE S PART OF ROOF TRUSS SYSTEM FRAME SULDNG BY OTHERS THUS S NOT A BRACE THIS S PART OF ROOF TRIM SYSTEM 1 I SEE SEE DETAIL DETAIL H DEL E SHEET 302 SHEET SD2 15' OVERHANG 16" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS alTHIS IS NOT A BRACE THE S PART OF ADOWTRKSS SYSTEM 1 1/4' MN FRAME BUILDIING EMBEDMENT 1 3/4' TRW PANTED SS MAIL. BY OTHERS W/5/15' HEAD DIAMETER i:_ LOCATED 24' MAX O.C. THE E NOT A BRACE THE E PART OF ROOF TRUSS SYSID/ 3/B' ANH EDGE DISTANCE 1 DETAIL A 2 WOOD FRAMING INSTALLATION W/F CHANNEL AND NAILS 3/4'X1/4' CROWN STAPLES EXTERIOR MAY BE *WAL ED 1X FURRING 24' MAX O.C. SEE Sly 1 STRP SEEN DIAMOND PATTERN H DETAIL E OR SINGLE STAPLE 12• MAX O o. SHEET SM SHEET SD2 SEED � 1 1/4'X.OS7�'XDF17T' HEAD 5" AL�1L FROM EACH Eft IrMAX OC 24" OVERHANG 1 1 3/4i60577= HEAD 24' MAX O.C. 24"OVERHANG INSTALLATION DETAIL DETAIL 8 2 WOOD FRAMING INSTALLATION W/ F CHANNEL AND STAPLES MN EMBEDMENT SEE CHAP 7HE PA FRAME BULDING BY OTHERS OFr DIAMETER T NAL opt STUB MAL THIS E NOT A BRACE SEE CHART FOR SPACING IRIS E PART OF FINISHTt00F TRUSS SYSTEM $R � DTMQIS MASONRY/CONCRETE BY OTHERS WIFCHANNEL AND NAILS REFER TO NOTE 6 FOR EMBEDMENT L SEE v L SEE I L SEA `(J SEE J EXTERIOR \ L 1X SFURRING TRIP DETAIEST IL H DETAIL 0 I�I I DETAIL N DE17iL G SEE\�-(J�1 srRP SEESHS02 SHEET SD2 SHEET SD2 SHEET SD2 DETAL H DETAL 0 SHEET SD2 SHEET SD2 tY WERFMNO 18, SEE DUAL D 12" OVERHANG INSTALLATION DETAIL SHEET S02 16" OVERHANG INSTALLATION DETAIL I MAX O.C. 24' 0VE75ANG 24" OVERHANG INSTALLATION DETAIL 3/B' BETWEEN STAPLES 3/B' BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN 1X OR 2X BLOCK DRIP EDGE BY OTHERS CIA BY OTHERS OPTIONAL 3/5' X 3/B' STAPLE 3/4'X1/4' CROWN STAPLE LOCATED 24" MAX. O.C. OR 3/8°)L7/8' STAPLE LOCATED 24" MAX. O.C. J-CHANNEL 70 BE FLUSH WITH FASCIA C3 WITH J-CHANNEL 3/4x1/4• caoRIN STAPLE OR 3/e�f3/B' STAPLE LOCATED 24' MAx O.C. 1X2 FURRING A NI M OR GABLE RAFTERS WOOD FRAMING INSTAL! WITH J-CHANNEL 3/B' MN SE DISTANCE 1 3/4' TIN/ FAMED SS NAIL W/5/15' HEAD DIAMETER (1) Pot PANEL. 3/4xi/4' ClWW N STAPLE (1) PER PANEL 24"OVERHANG DRIP EDGE BY OTHERS 1' MN FASCIA INSERTION BEHIND DRIP EDGE 1' MAX TRY A19' THCK IEHIUTA 3/4 XI/4' CROWN STAPLE 3�, 1�i OR 3/B'X3/B' STAPLE EDGE DISTANCE LOdOE (i) AT EACH GROOVE DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE T Nail —ad— chaff I Overhang DP I Embedment I Spacing OM (p-0 clW fN D.50 18.00 12.00 54.2 D-63 22.W 0.75 2400 0.50 14-00 16.00 54.2 0.63 16.00 0.75 18.0o 0.50 18-00 24.00 54.2 0.63 22.00 0.75 24.00 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 n R 6 F 14 o � 0 x O C r° a MC m uo T a' � a T9v. DIU7. ac MOT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003— 30013 MoDEIi E402 "2636—LAKESIDE" GARAGE B'WDC G: LEFT PAGIM SOFFIT DETAILS 150 MPH EXP. C 0 6 2 A. NO Gi i PR7NT DATE: 11/15/24 scAim 1/4"=1'-O" 9I�ET sD2 li�JI. I ENGII ING{ LLApril 12,2024 RE: Pasco County Model: Express - 2260 Elston, 2447 Roble, 1672 Aria, 1504 Allex, 1239 Layton, 1405 Keystone, 1498 Freeport, 1828 Cali, 2605 Hayden, 2828 Ensley, 1504 Allex II, 2260 Elston ❑, 2262 - Roble 11, 2554 - Darwin, 3188 - Denham, 3281 - Covington, 1302 - Downing, 2768 - Madison, 2636- Lakeside Wind Speed: 150 Exposure: C To whom it may concern, In accordance with FBC Resident al Section R301 13 Engineered design, we confirm that the plywood sheathingdeal,, for the models listed above within this commann and wind, can be ardieed m g Y pe d place of the code prescriptive Table R803 2 2 Roof sheathing rcq.iem . for the models within this community were reviewed and are in accordance with the ASCE 7 22 wind speed and exposure category defined the structural plans. We certify and approve the sheathing as noted on the plans to be adequate to support the wind loads for the roof. Please find attached summary, wind loads, and calculations to support findings If you have any questions, please do not hesitate to call. Sinceroly, „PN`oiiM9fo Digitally Ryan signedby uo 17- '. '_ Ryan Howard .q- HoWa Date: o\, arnre 2024.04.12 15:42:05 ''9SrONni EN..•` rd-04'00' Ryan P. Howard, P.E. FL. k 67403 ode.: Cover Cover letter Page 1 Calculations Bass per 2020 Panel Design Specifcation as APA. Page 2-4 Plywood Calculations Page 5 Wind Load rig 5/12 pitch for Gable Page 6-7 Wind Loading 5/12 pitch for Hip Page 8-9 1844 Lmo—W LA, 41 Rd. Sna, 1070L €wood FL 32750 a Phone: (321)430 6761 • Fax- (407)7744078 1191 Last N,,T,,, Cen e, Dr_ Smte 207 D, tied B-1, FL 33442e Pharc: 1954)6116680 Bending Stiffness: Us rig table 9, a OSB plywood Roof (7/Ifi', 15/32" or 19132") Exp I with stress applied parallel with .stiffness capacity (EI) shown on the next table. The following equation is used for getting the maximum char cress for that condition Loads Based on Shear Strength: r743(ep (three spun bearing amdltion) A = deflection.-n. uniform load, psf El=design apparent bending aiffness. Ibf rn2/ft 13 = clear span + SW, In - -- — --- -- --- SW = support -width factor, equal a 0.25 Inch -nominal lumber and 0.625 inch. for four -inch nominal lumber framing, wd=— dnL1= allowable deflecnort, in - For 7/16" OSB EXPA (24/16) 3 ' wta' t(24 its+o ss)° A 7743(e0 43(7a000) - - `-- --- A'-7,10,10 3tn wd 44 2�o/to-=47.6psf 3 For 15/32" OSB EXP.1 (32/16) 1I42.10 _ - A Fin Table 9 Panel Design Capacities wd 4a t42/ma% 70.4psf For 19/32' OSB EXP 1140,120) 1743(E!) i 43(2 cot A 0,82*10s rt wd = wd as o 82.11=122.4psf 1844 Lang'vood Lnkc Mary Rd, Suiic 1070 Longwood FI_ 32750 a Ph.— (32U430-6763 •fox: (407)774-4078 I91 Bvst Newport Center Dr- Suits 207. D—Ciod 131-1, FL 33442. Phone_ (9541613-6680 Enj 'AERIUG) Calculations per 2020 Panel Design Speeiticatica es APA. She. Strength: Bending Strength: Using table 9, a OSB plywood RooF(7/16", 15/32" or 19/32") Exp I with stress applied parallel to the Using table 9, a OSB plywood Roof (7/16" or 15/32") Ex with stress applied parallel to the strength axis strength axis has shear strength in the plane ([1blQ]) . Duration -of -load factor, Cd, as 1.60, is used for (long panel dimension perpendicular to supports) has a bending capacity (FbS) ibf-in/fl. Duration -of -load wind adjustments. The calculations below are used for gaffing the maximum shear stress for that factor, Cd, as 1.60, is used for wind adjustments. The calculations below are used for getting the condition maximum bending stress for that condition �------"--_---" '- - _----'---- Loads Based on Shear Strength: �w ,o•'.� Bending Strength Calculation of Loads: m (three span bearing condition) wb = t-'t°-t s 20 s (IblQ)Cb (three span bearing condition) s - 12 wb bending strength uniform load, psf wb bending strength uniform load, psf FbS- Design bending Strength capacity, Ibf m111 j Fs (Lb%Q)design shear strength capacity, Ibf/B span (gamer to center ofsupports),in. - 12 =clear span (center to center of supports minus m support width) _- ..srv. wooesrx Facia... . - _ ca Figure 4 Swetuml Panel in Bending Table 6 Load Duration Factm for Wood Snucluml Panels " Table 6 Load Duration Factors for Wood --_ _- - - - For 7/16"OSB EXP.3(24/16): Swcturai Panels _" ®r 120FbCd 120(385)(1.15) 7/16" OSS EXP. I(24i16: - ..., , wb III 24in2 ( w b=Y2.24psf .. __ - ..,- 4 20F (!b/Q)Cb 20(150)(1.60) I2 24tn-1.Sin) - - ---- - - a For 15/32" OSB BXP 1 (32JI6)' , L s = 2133psf 1 120Fb Cd 120(445)(1.15)� I5/32" OSB EXP 1 (32/16)- A __ _ wb Lr2 24in2 Table 9. Panel Design Capacities ff w b-106.6psf 20F (lb lq)Cb _ 20 (165)(1.60) - For 19/32" OSB EXP-1 (40/20): ` Li 2 sinrt _ m r 234.7s pf 120Fb Cd 120(750)(1.15) ,,, "RE '2E•a e l _ w ° 112 24in2 19132"OSB EXP.1 f40/201: wb-180.00psf 20F(Ib,Q)Cb 20(205)(1.60) i Table 9. Panel Design Capacities w,291 6psf . 32750 • P c: 3� 4 • his: 4 7' W-4 ?8 1844 Longwood Lake Mary Rd Suite 1070, Longwood FL Paw- (_I) 30 6763 tx. (0 I/ 0 1844 Lon wood I. a A M Rd Sun, 1070.Lon x and Fl, 327,0 e Phone 327 430 763 a Fm 40 i 7 4-,U 78 g- 4 ( ) 6 l ) 7 1191 fast Newport Center Dr, Sure "07, D—fidd Beach FL 33442. Phone (954)613-6680 1191 East N p.0 C curer Dr San, 207. D—ficId Beach FL 33442e Phone (9541613 6680 MecaWind v2453 �evelaper, b"I111a En —prises ioc.,FwF ent:ecori , Copyr_aht € 2024 PI—d Catcirledons 1- L D 'q \BaSltler\DR Horton\2U23 shezth:np �eporta, _.n .,otintyry .2023 e�.wna Genenl wintl loatl requirements Ge gist Basle wind 8peetl V = 150.O mph 1620 FBC12020) for 1I or Fig 2-1a, Pg. 2476 -::'< Risk eahgory 11 Table 1.5-1, Pg.2 flan e .... Exposure category (cl 26.7.3) C Section 26,7.3, Pg 251 Applied Lead Strength Level pad (see attached calculations) Applied Load (Service Level) 43Gpsf e e a �r .d_ Panel Span Length s ft Fiedi g Type of Load/Time Under Load rvF..t Duration Factor 1.6 7- Panel Type - 7nr Span Rating Available Panel Thicknesses 7/16 - Panel Thickness Section Modulus 0 383 inA3/ft Moment of Inertia 0084 in-4/1, Strength Axis Direction FITZ114 Panel Bending Strength Fb-S 385 Ibf-in/ft Max Allowable Bending Stress 1 ODS psi Actual Bending Stress(1-Spin1�25 psi Actual Bending Stress (2-Span) 67S psi Actual Bending Stress (3 Span1 540 psi Stress Level (I -Span) 67`Y Stre Le vet (2-Span) 67% Stre sLevei(3-Span) ; 54%: IF g— 4. Structural Panel to Handing 8trpoaure Co to [Tb1 2E. 11-1] l ova=uaaq rues:- Con¢one.te and Cladding (Cie) Hind Loada Per ch 30 Part 1 Roo£ s Fall /Roof not Shown \ C2i 3 31', C�) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,:designgroup.com AA #.003325 F IR U m O LL m �. wCi aCn .ea 4 scrim & LoT ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 MODEL: E402 "2636-LAKESIDE" GARAGE 51VM0: LEFT PAGE: SHEATHING DETAILS 150 MPH EXP. C ink Pm t� f(LF)Nnll oea p a span 1/3 gnz Cx^p 3� z x 00 CcaFonxnis and Cladding IC6l,) wind overhang Cal cvlatiens per Ch 30 Pt 4: [Ibo£ 6 wall] 21 3— s N owznaogn pez s m 30 x 4 (roof a i.o OOer .ce MecaWind n2453 0... 1—d by Meca li.,—prises 2nc., ent—isa Fopyriaht s 2024 PzePazW by: 212, s.4ya�`Oc�k tip \drht shea�l g e ,22_ _et_ae_ �i..soo �o� _ axFrsss 150c\2023 cr untl General: Building: 6spoeuza Con tents LM1 26.11-11 . 1 :. Ccmpoaents aad Cladding (CCC) Niad Load¢ per m 30 Pazt 1 Roof c Nall ray J, ru I'rbl s� �v uFl.,_ar 30 PL All rind p eaeeo:an in C ctnz f1: ) a DeacnPtion d Span i/3 Pigaxe GCp � Na: .Opo .-/GO 30.3-_ i09 -t. BOtr a.J[ -rn o._ Compone d laotl q IC CI' Calcvlacions per Cn. 30 Pt IR—f s w111] r I 3 fE. 16.11 11 P- N1 d n 4 (Beef Na i, ttea P v a li/3� Nzn �P+ f GaP Nin � t 7 T — - 18 000 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1: q a V � Z O q 0 a ss m W W jSWy �mIC pQ� Q yyQ�� V C C C A 9triwiv. & M2- ABBOTT PARK LOT #30 BLK #1 PHASE #3 PROJECT# 04181.003-30013 .wear.: E402 "2636-LAKESIDE" GARAGE BwnrG: LEFT PAGE: SHEATHING DETAILS 150 MPH EXP. C