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HomeMy WebLinkAbout7449 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -"WIN STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FWFMA BULMG CoDg, Fjg0jh MA4 7M 16MN (2=) /y� AILS - LOCAL MID WDE.4 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VIIit=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - - 2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALIT ADUSTABEE MFR. MEURER DICINE CABINET AMP. AMPERAGE MM. MINIMUM BD. BOARD M.T. METALTHRF.SHOLD CL CENTERLINE MTD MOUNTED CAB CARNET MIL. METAL CLG. CEILING N:f.S. NOT TO SCALE CLR. CLEAR OC. GNCEN ER CONC. CONCRETE PL PROPERTY LINE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PIT PHONE D. DRYER PUT PLATE DBL. DOUBLE PLYWD PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R, RISER DISP. DISPOSAL. RED. RADIUS OP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EAC H S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SET. SHEET H. EXEXFIAUST SHTHO. SHEATHING EXT EXTERIOR SHWSIR SHOWER F.G.Fx. FlxepGLAss M SIMILAR F.` G. FUEL GAS SL. SLIDING F'IN. FINISH ST. GL. SLIDING GLASS FL R FLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL F'R DR FRENCH DOOR SECTION FIG, FOOTING TEMP. TEMPERED GLASS GA. GAUGE T,O. THICK GAR. DISP. GARBAGE DISPOSAL T O.C. TOP OF CURB G.F.L GROUND FAULT CIRCUIT TOP. TOP OF PLATE INTERRUPTER TO.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N O. UNLESS NOTED H.B. HOSE BIB OTHERWISE N.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HOT, HEIGHT INSULATION RITE W, WITHm3ro3a1 rNSUL.MT. INTERIOR WDW. WINDOW WTI WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION IM6/18 CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION �TI FBC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN REVIEW D PG A2C-ELEVATIONS "c" ATE PG El -ELECTRICAL PLAN CITY OF ZEp � I A PG Pl-PLUMBING PLAN! PLAN PG Ml-MECHANICAL PLAN l�LA EXAMINER PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS $� PG WA4-WALLA DETAILS PG WA5-WALL A p F}�.�, L^ PG WA6-WALL A "`e'� OAMp�)S '.1I` NA! gU�(p Vr]�1 Wi AND T L E Ecr e,DING C f %i E VAr O HE ^� RI/1 �� 11E V �� C ` ll.,rr D CODS Oftft CD'5RE-ISSUED m2mna SIDING ELEvanONBADDED m3ne/IB cD'sRE-IssuED �/�/� FooTINGREVIs10NPERnBOUES mbn`110 CD�S RE -ISSUED ADDED CURF3LE88 FOOTER AT GARAGE DETAIL (FORT MY1 RS1 02M/M PLAN MAINTENANCE 03aM REVISED LINTEL SIZE AT FRONT ENTRY DOOR - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROUND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 • Fax (407) 774-4078 S .FT. CALL• 3 manane IN ADDED ADDITIONAL RECEPTACLE GARAGE R WILL ESATSON (MEL6J m4n4A9 REVISED HVAC VOLUMES CN SOFT CALC SCHEDULE (MELID) LING I.828SQ.FT. GARAGE 430 SFT. Q. ENTRY Ir. Sa PT. LANAI 8B SQ. FT. TOTAL 2362SO. FT. 06A2AS ADDED 'EXTERIORMCNODEEP FOOTER'DETAIL R/SI.W(ORL) manure HE ADDED LED 4100ITS • KITCHEN 4 BATH PER MARK 80WES OVISAB ADDED STONE OPTION ELEVATION C 4 D (TAT PA) OWNS ELEVATION Y.' SIDING -ADDED LMVER • GABLE ROOF imn5/re ADDED OPTS'-0' CEILING HEIGHTS "V2m REPLACE USP C04 ECTORS WITH SIMPSON CONNECTORS m4/ M REVISE ENKAVENT RADON PLAN D11"IONS 04AOO" OPT. B'-0' CLG. HGT: ADDED LED LIGHT IN FOYER m4/mSnm OPT. ®�-®• CLG. HGT. ELEVAnGN 'C'- REVISEp HEKaHT OF AFi.MU4Y OW06am ADDED ELEVATIQJB'L'4'M'(ORU STRUCTURAL S YFF?CRIPTION 01a120 ADDED ELEVATIONS TTG'-T1H'-T18' (Oft) PG Si -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS PG SD1-SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A9 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 01100 2020 MC UPDATE ADDED SOFFIT DUALS eMbm ADDED ELEVAWOOD TIONS N' 4'o'roRu 04arni ADDED STONE OPTION ELEVATION Ya' (MELEI URNE) 05/0101 ADDEDELEVATIONS'P' 4'a'(ORL) m5/reai ADDED DEN OFT. 4 FT M1ER5) gerom ADDED 20' FOOTER OPTION (TAMPA) Mt2l ADD FRENCH DOOR OPTION 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigpgroup.00m AA M: 0003325 aaj a 6 4 tmtmDLV do L074 ABBOTT PARK LOT #18 BLK. #12 HASE:4C MCT# 181.04C-18121 4EBB "1828-CALI" GARAGE 8T►ING: RIGHT PAGE: COVER SHEET L160 MPH EXP. C 08 Rq-W A ABOUCHACRA, AR NO 93723 DP 2/04/22 acAL C: 1/4"=1'—O" at�r C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER F8CR TTH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REWIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6-INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM u' PVC (SCHEDULE 40), INSULATED WITH 6-AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. DO ERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V/' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a &ASTM•C1787. 3. LATH & ACCESORIES PER ASTWC-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003325 a w F JL c ABBOTT PARK LOT #18 BLK. #12 PHASE:4C P1iOJECT# 04181.04C-18121 MODEIt 4EBB "1828-CALI" GAP.A6E OWING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C oa DATE: 2/04/22 scALm. 1/4"=1'-O" $BEET GN 22' --------------- o BSI' C14ROOM CLGL I I 6068 SGD. _ DROG FLAT HpR • �� 2 AFF. 1 4'-4• `! B uIC. ----Q a I b36 V. I 1 W.Lr- N I r-WCIA I 0 --- - m 0 c1v. • P-Tii I in ffFO L---- -- iV.0.:12'-8• IR-Isµ y ab36 -R I�2-e Al p oz3i�ii-T! FLAT PAN. RANGE b36 HDR000 m b'-6'CLQLo M,4tk, iv - O - - AF�yi3-5H V_--- CL0 �?2'-8' I ' 1- 3'-6''-0' 1 o Ed�1 I 1 ",DART • ti = BEDROOM #3 ?0 . 1 A.F.F. A' �a 8' O'ClA k���L.- �J %"5 \® FLAT 11 `f LAv. HDR 1 I p B [ 42 A s �0 AFF• i i i0 BEDROOM #1 8'-O' C1.A a® BATH s > Q J r36'xb0' I SHWR. PAN BEDROOM #4 W-W CLA ozrz'- ATTIC L AGCE89 11 BOLLARD AS REQ. PER BLDG. CODE GARAGE BEDROOM #2W-V CIA __ - ollE���Ello oI���Elio,���oll�plol ol� 3'-10, I. 10'-2' 4'-4' FLOOR PLAN SCALE: 1/4' • I'-0' ro 0 SQ.FT. CALL. S LIVING 1,028 SQ. FT. GARAGE 430 SQ.FT. ENTRY Ib SQ. FT. LANAI 88 SQ. FT. TOTAL 2,362 SQ. FT. OOIPgBlI AN) CLN)ONQ w10 LOADa eAe�c xaD Elaoe111E FOR a eEcalD Quare OFBNQa Ilam ZOIE M WHW/D Mal IBINO mom FOOTAQE MIN. WNDOW 10 5 341-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SLxD. / PRDR 43 5 303/-38.4 MN CRITERIA 16010 O.H.D. 112 5 28.2/-31B 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT It MANUFACTURER. comic DATB on * ' `' * T �- r D®L. TOP PLATE 0 M BAR DETAIL HDR. DTL. A SCALE: 1/2'.I'-0' B SCALE: 1/2 I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 m A fP UBDM LoTil BBOTT PARK OT #18 BLK. #12 PHASE:4C ROJECT► 04181.04C-18121 MODEL• 4EBB "1828—CALI" GARAGE BWDMIG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C FE 8 20 2 1[' NO DPturr ATE: 2/04/22 SCALE: 1/4"=L'-0" EFIEET Al NET FREE VENT] LATION AREA REQUIRED = 1/300r REQUIRED VENTILATION AREA = 2364130D 7.88 VENTILATION AREA X SQ. INCHES PER FT. 11441 = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .SX 1134.72 EQUAL EQUAL EQUAL EQUAL IN UPPER PORTION OFATTIC TO CONTROL JOIN TO CONTROL JOINT"TO CONTROL JOINT TO CONTROL JOINT 567.36 SQ. IN. --- - - - - - - +/-18'-4' BLDG. HOT. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PE -- 567.36 /115 TOTAL#OFVENTS REQUIRED = 4,93357 SHINGLE ROOF 122 TOTAL#OFVENTS PROVIDED = 5 6 "AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG OFF RIDGE VENT EXTERIOR OF WALLTO EXTERIOR OF WALL,NO OVERHANGS INCLUDE[ DECORATIVE FOAM DRAIN I I 9 TILES 4' FRIEZE 6 � ® BAND 6' RAISED A BAND (TYR) T6 9 1 TB 2 0 1 TB 8'-0' BRG. HGT. WAI WA 8'-0' ERG. HGT. --- - - ------ -- --- 8'-0' BRG. HGT. ,�8'-0 1'-0' 4 OPT. COACH � 161X60' FYPON I H1 LIGHT 1'-0. DECORATIVE A 9 ® I I 71 SHUTTERS OR 4B try a ❑ ( 4B EQUIVALENT A I I A TYP. I IS 9 ® TYP. m Lo11 -�D 1:1 Q m 4' RAISED 19 1 BAND (TYP) I 19 0 0'FI-- N. FLR$—+ --_-----' - --- -- -- - - 0'-O'FIN. FLR. I I ---_—_—,. _._ --i-_ 0'-0' FIN. FLR.-___op'-0" FM. FLR. FRONT ELEVATION REAR ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 SCALE: I/4 I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT II - 6 8'-0' BRG. HGT. DECO. DTL. A SCALE= 1/2 • I'-0' 00'-0" FIN, FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0" BRG. HGT,s 8 I'-0 1'-0' 17 F-1 �9 ------------------------- --------- ----------------- -�¢ RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 o atmDm 8c LOT ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 MODEL• 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: ELEVATIONS "c" %160 MPH EXP. C 09 r:ca '// 2 04 22 DATE: SCALE: 1/4"=1'-0" A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 12EV OUTLET 20 AMP INNUE POLE I10v OUTLET IIOV OUTLET w OP DUTI' WIRED TO SWTCN --1 OPI 110V OUTLET �D � �- NTmlIPTOR (TAMPER maISTANT TYPE) 220V OUTLET (4)U M CONNECTION WP ENT WATERPROOF GROUND FAULT ON OUTLET NToeerleR easrcNN SWTC14 !-WAY OPER W4 SWRCH 4-ILLAT OPER L f 1 o WALL MOUNTED ' LIGHT CEILING LIG NT © LED CLG LIGHT LED VAMR © YP DROOP LIGHT O VP VAPOR MROOP LIGHT ORECESSED CAN eVIM. PAN I CfM PER SO, FT. VENT. PAN "LIGHT I DM PER SO. R. IR/TTI�T YANITY WON. FI— 'ISGGT�H{E}}D EY (SPEC��ESS WE 2-BJLB WRAP ® ( RECED) AROU O U L�ET� � AwUl'"OULSRN' AISOIW - - (� W PUJOIRNCENT 4' FLUOPINSCE T pp C 4' TiSAOC LIGHT PANEL Nib METER OSD. amom DETECTOR u" MOWTSD SAW SACK-IIP B.D. SMOKE DETECTOR YV..tlSEQLI� ®Slam >3/C.Ci @IOC: DETECTOR COPBO NTER GTED SHALL BE A DISTANCE OF NOT LESS THEN 4' PENDANT LIGHT L(� NATURAL OM OUTLET ► TIMIL )& JACK WATT! TaR IGNITION SOURCE �� TmO DISCONNECT NE AIR caorcKNSO SEE AHu ON PRCONECf I-� TELEVISION JADE CEILND Sox OJ-EOx TO DE SUPPORTED N ACCORDANCE W BOX MAR= A$ SUCH PDR Co LNG Sax mimmo CELNG FAWLIGHT TO ER SUTORRP N ACCORDANCE W BOX FDR MARQD AS SUCHSgRICTRW Anna 2W NCAWCWAMM NT LIGHT STRIP SS• INCAIOROGMT O LISHT STRIP ennnnnnn 4P NCAPDCSCONT LIGHT STRIP FLOOD LIGHT OPT. Boom I�YPAD • PB. PUSH-BUTTON iFOR CHIMES um PCRT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERPIED S HOMEOWNER PRE-D"TR4TION MEETNM • ALL IS N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PRDNSICNS OP EGGH t EDITIOP! AU RY 1 • 20 AMP DEDICATED LAUNDRY CIRCUIT. 20 MP DEDICATED • GFI •ISLAND (NOT ON KITCHEN CIRCUIT) • DISNUAWER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF SO 0" INTERMI, 4lNI PER ELECTRICAL PR PASICNS OF SECTION M6013 (2ee). • WR ACLE LAUNDRY CRECEPT SHALL BE GROUND NTIMUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WRING METHOD SMALL BE NON METALLIC CAME PER ELECTRICAL PROVISKONS OF PBCR TTN PD (2me). • ALL WORK TO COMPLY WITH ELECTwcAL PROVISIONS OF THE FJSOS lTH m nme) EFFICIENCY) 2VW TNh EDITION R4Ml MTD. LIGHT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. FAN \ — — — — — — — — — — — OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-C' METER FIELD VERIFY I I I I I e i I I I m I LED LIGHTING C� DOUBLE LAV. BATH '1 150 AMP ELECTRICAL RISER 1 I- •L• I I I LED LIGHTING @ SINGLE LAV. BATH ►2 PROVIDE 39AS CU, THIN . PS CU N 2• CONDUIT OR S %AV AL., THM . 1% OJ N 2' CONDUIT OR 2/10 AL SEA (CONDUIT TO TEI 114ATE AS WE SOFFIT A OVERNANGJ NOT TO SCALE. coMDNATION SERVICE Be AMP DISCONNECT SWTCH AND D 240 VC M ELECTRIC METER IN ff EELECTRICCAALL MATERIALS AND NSTALLATIONS SHALL I$IA SI! O CLOSURE COMPLYWITH ELECTRICAL F ROMM NE OF THE ®fa4 TTN4 EDITION (2e20). LOCAL CODES, AND ALL LOCAL POUER COMPANY REOUIREMENM. BOARD B. ALL CONDUCTORS SHALL BE TYPE TWNAT M UNLESS NOTED OTHERWUE. P0JX COMPA TRANSFORMER PROVIDE ISO AMP. 204140 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE S M COPPER (CW N I-V2" CIA SCNEpA.E SO PVC COFOUIT OR PRT4DE a R/O ALNPTSSfT (AL) N 2" CIA SCHEDULE SO PVC CONDUIT UNLESS, SERVICE B PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. —" TELCRCN! aEIWIC! CABLE TELEVISION ENTRANCE SBlvIG! ENTRANCE SOJIPME4T NTERSYSTEM BONDNG T LOW VOLTAGE VOLTAGE CON4ECTKINO I AN CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (202e). SAD" CIA X S FT LCNG COPPER CLAD GROUND ROD v 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com 116— AA 8: 0003325 L Gi w GI S .yp$�Yi�� aysaly NaE ><No'Im I ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT# 04181.04C-18121 bwDzm.• 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXE. C E-1 DptmT A E: 2/04/22 9CAL.E: 1/4"=1•-0" SIiL'E'T El ■ PLUMBING PLAN SCALE: 1/4 • 1'-0' TO 2' VrR2• VrR KITCHENI \ � � �I /2' s1NC w/ 1 AUTO VENT 1 1/2'� 1 2' f r2. / 1/2' ( 1 1/2'�i f 21 V2 II TUB 2 LAV 1 3' 2' •- LAV WC 3 3• g• I V2 WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J a c av>Baly M! ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 MODZIJ 4EBB "1828-CALI" GARAGE 8VWG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C OB AA NO 9372 , DATE 2/04/22 BCALE: 1/4"=1'-0" BIZEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'IT14 EDITION (2020) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND 5E SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TEPIMINATE IN AN APROVED DRAIN, AS PER F5CR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3072.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPC40NS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) OOXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE = OR PAVING SEE SPEC. Xa' CONK. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPE MECHANICAL PLAN SCALE. 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA#,..0003326 h m L7 `. 4 f � tig � s➢ yam, Y� CCTT 4 rAB BS BOTT PARK T #18 BLK. #12 PHASE: 4C OJECT#s 04181.04C-18121 MODEL: 4EBB "1828-CALI" GA %AGE arrnrG: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C I Put" DATE 2/04/22 SCALE: 1/4"=l'—( SKEET M1 2X4 TOP PLATE PER I` PLAN PRE-FAB TRJ89 1/2' CLU. BOARD V2' DRYWALL , SECURE BT. — PLATE TO SLAB W/ NAI1L0d M32' O.C.A80NRY MAX 0'-0. FIN. PLR 2X4 WOOD STUDS 024. O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.I'-O' FIBERGLASS SHINGLE8 WITH UNMRLAYMENT AS PER FBCR 5MJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE S PRE -ENS TRUSS MTL. DRIP EDGE 2x FAOH SCIA PER -® ELEVATIONS O P4 VENTED SOFFIT I I I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/0' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 35/8'OR5 1/2' DRYWALL 3/8, TOP CHANNEL (25 CIA) I/!' DRYWALL 3 5/0' OR 5 3/6' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING. UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 N ALL OTHER WALLS. STUDS GA.) SECURED fv TO BE SPACED 16' Z. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH .SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. W.- WOOD BASE — 0'-0' FIN. n m. ^a n W/ WINDOW OPENING H WOOD FLOOR W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.i'-0• FIBERGLASS 81404GLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AB PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. H TYP. WALL SECTION NO OPENING: NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. MD DIAL aKlVROY IK 2B GAS LINE THRU BLOCK kAu• in•.r.a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ONIL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 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—L--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIM 0 8' CMu ♦ � � ����1 104004Ti0�400GTiTi�j�� DODR MANY D�1b 7 PER 6ALV. STElL OVERHEAD DOOR RE6 KRTIOAL iRAOK BY MAW. BY oTHERB FASTMCD TO TRUK ERACOMTS �a,T W/ F mo=T APPROVAL NAM s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2)12.1 NAILS AS PER FBCR WS.H. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SDI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD, TFinam 5' 2x FASCIA PER Ax. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENEFr.Y CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT A9 PER MANUFACTURES SPECIFICATIONS E STRUCTURAL 1x2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. WL. BD. CMU WOOD BASE J 0'-0' FIN. FLR a ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16099.1. n W/ WINDOW OPENING TYP. WALL SECTION y NO OPENING r' NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.r-m UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdealg "P.Com AA #: 0003325 i w IA LUMIV. LAT BBOTT PARK LOT #18 BILK. #12 PHASE:4C PROJECT* 04181.04C-18121 bwDEL- 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C INCOME: 1/4"=1'— 0" B*EM= D1 IA LUMIV. LAT BBOTT PARK LOT #18 BILK. #12 PHASE:4C PROJECT* 04181.04C-18121 bwDEL- 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C INCOME: 1/4"=1'— 0" B*EM= D1 rQF-1 2X6 P.T. - CENTER OF DOOR HEADER SECURED W/ (0 IR' X S' J-BOLT W/ 4' MfR EMBEDMENT W/ 2' X 2' X V8' WABHIER 4 NUT OR W/ (2) V2• X e' ANCHOR BOLTS W/ 4' MR EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT O 7® SECURE 2x4 TO BLK W/ R 1/4' TAP CON D f9 f8 I to, EMBED, e' OG- 4' END DIET, 1 1/2' EDGE DIST. E Slam 2X6 GARAGE DOOR BUCK SECURED W/ (5) IR' X 8' J-BOLT OR ANC44OR BOLTS, W/ 4' MN EMMEDMB#T, W/ 2- IE X 2' X V8' WASWER 4 NUT. (I) WITHIN S' OF TOP, (1) WITHIN 8' OF THE BM, 18 (3) EVENLY SPACED. 0 IE 0 NOTE& ALL ANCNOM SHALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE Au II6T481CTIMA ARF M ATR4.Y.FM GARAGE DOOR 1 BUCK ATTACHMENT ecALc. W' w e' cm V2' a Ixa P.T. DOOR DOOR L IX4 P.T. OR S/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO NAILER BLOCK W/ 9/16' TAPCONS CASIMYs (MIN. SHANK SIZE J451 MIN HEAD SIZE 900 MIN. EMBEDMENT I-V4' WITHIN 8' OF EACH END JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUPACTURES DETAILS, NOTE, 64IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +6/4" N WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONB (MIN. SHA'IK SIZE J45 MIN, HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END / 0. OG. MAX SPACING 2X6: SECURE TO BLOCK W/O) 3/16' TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 8, cm WITHN 8' OF EACH END 419,OG. MAX SPAC WY 1/2' DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPGONS DOOR cA81MY.+ MN SHANK SIZE .149 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END :4 S' O.C. MAX DOOR JAMB OR WINDOW 118 ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" nWINDOW TO BLOCK +1 1/2" 3/4 PT 1/4' V � Q INTERIOR I I EXTERIOR 3/4'X9 RECESS- 3/4" BUCK CONNECTION r,-'\TO BLK DETAIL 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .146 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8. OF EACHI END 4 18' O.C. MAX SPACING. 2X6, CO SECURE TO MOCK W/(2) 3/16' TAPCONS MN SWANK SIZE .IM MN NEAP SIZE 3" MN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 8• CMII 418, OG. MAX 6PACING. 1/2' DRYWALL 2X& Cm SECURE t0 BLOCK ❑ I'X4' W/(2) 3/16' tAPCON6 P.T. NAILER EMIR SWANK SIZE .145 IA*' OAS. X 4' MN. MN HEAD SIZE 300 MIN EMBEDMENT 1 1/41J DOOR CA8ING WITHIN S' OF EACH END 4 W OG. MAX SPACINM, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" �1WINDOW TO BLOCK +1 16/16" 2" SECURE TO BLOCK W/ 3A6' TAPCONS (MN SWANK SIZE .14E MN HEAD 817E 300 MN EMBEDMENT 1 1149 WITHIN 6' OF EACH END 4 16' OG. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPOON6 3/16' TAPCON MIN. 1-1/4' (MN SHANK SIZE .14E EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN e• OF EACH END 8' CM # W OC, MAX 6PACW- in' DRYWALL 2xe: I=1 a SECURE TO BLOCK I'X4' W)(2) 3/16'TAPCONS P.T. NAILER (MN SWANK SIZE J48 DOCK CASING MN HEAD SIZE.SW MN EMBEDMENT I V4') WITHIN W OP EACH END DOOR JAMB OR WINDOW ATTACH TO ZX PER MMLLPACILRES DETAILS. NOTE, SNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" nWD1iDOW TO BLOC% +2 1/4" `Jt�Il6- 2X4:® SECURE TO BLOCK W/ 3/16' TAPCONS (MIL SHANK SIZE J48 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 IS' O.C. MAX SPACING. 2X6,® SECURE TO BLOCK WK2) 3/16' TAPCONS (MIR SHANK SIZE 146 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN e' OF EACH END 4 18' OG. MAX SPACING 2X8: CEM SECURE TO BLOCK WIG) 3/16' TAPOONS (MIN SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') NOTE: 814IM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 O' CMU V2' DRYWAI ELL TO BE I SOLID W/ 2p8 W,(V'5 VERTICALLI 1'X4' P.T. NAILER VYs' OAIL X 4' MN —DOOR CASM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURES DETAILS, DOOR JAMB 3 TO BLK DETAIL 2X4: SECURE TO BLOCK W/3/I6' TAPCONS (MIN. SHANK 812E 148 MN HEAD SIZE 900 MN EMBEDMENT 11/4') WITHIN 6' OF EACH END IS' OG. MAX SPACING. 2)(6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIR 8HIANK SIZE J45 MIR HEAD SIZE 340 MIN. EMBEDMENT 1 1/4') WITHIN B' OF EACH END 8' cm IS'Or— MAX OPACMG. DRYWALL 2XSSEC CM SECURE TO BLOCK ElIA' PX4' W/(2) 3/16' tAPCONB P.T. NAILER (MIN. SHAJC SIZE .145 DOOR CASING MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 0' OG MAX ISPACM, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" a A R T(1 PTA(:K � 2X4, I>® SECURE TO BLOCK W/ SAW TAPOONS (MN. SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN 8' OF EACH OG. MAX v18' +• NOTE, STRUCTURAL 2X M18T BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROWN NON-STRUCTURAL WK2) 3A6' TAPCCNS 3/16' TAPCON MN 1-1/4' MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4'I W OF EACH EPD 8. cm 4 W O.C. MAX SPACING. — V2' DRYWALL 2X& ® I'X4' SECURE TO BLOCK P.T. NAILER IW(2) 3/16' TAPOONS MN SHANK SIZE .14E DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN d OP EACH END 4 10' O.C. MAX SPACING DOOR JAMB OR WMNPCU ATTACH TO 2X PER NOTE: SNM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED IW) 7ND 2X SECURE TO STRUCTURAL MEMBER W/(2JI2d WITHIN 6' OF EACH END 4 6' TO B' O.G MAX DOOR JAMB TO BLOCK +3" 11I11WT TIN RTACK +R" 2X+. 11111111 SECURE TO BLOCK W/ 1/4' TAPCONS (MN SWANK 612E J48 MN HEAD 61ZE 300 MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2)(6: SECURE TO BLOCK W/0) 1/4' TAPCONS MN SHANK 6IZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 W O.C. MAX SPACING. 2X& SECURE TO BLOCK W/(2) 1/4' TAPCONS (MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT I 1/49 WITHIN S' OF EACH END 4 WOG. MAX SPACING. S. cm ❑ 1/2' DRYWALL I'X4 P.T. NAILER 1/16' OAS. X 4' MIR DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANWACTJRE6 DETAILS, NOTE, 6HIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" v WINDOW 0 BLOCK +3 7/IB" 2X4: 01111 SECURE TO BLOCK W/ 1/4' TAPCONS MIN. SHANK 812E .H6 MIN. HEAD 6I2E 300 MN EMBEPMENT 1 1/4.1 WITHIN 8' OF EACH END 4 18' OG. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) V4' TAPCONS (MN SHANK SIZE .145 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W OZ. MAX 6PAC W. 2X& cm SECURE TO BLOCK WIM V4' TAPOONB (MN SHANK 6IZE J40 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WIT" W OF EACH END 4 W' O.C. MAX 6PACWW NOTE. STRUCTURAL 2X MAST BE ON OUTSIDE 4 SECURED THROUGI4 NON-STRUCTURAL 3AS' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK e• cm I/!' DRYWALL ❑ I'X4' P.T. NAILER P.T. X 4' MN DOOR CMNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +3 3/4" /1AINDOW TO BLOCK +3 3/4" a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 J h W F a S 9$C 9 fL o arms . & LT ►BBOTT PARK OT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 MODEI4 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS %160 MPH . C 08 DRATurrM 2/04/22 SCALE: 1/4"=1'-0" 9ka=lr D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1147391 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 23872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICALMULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2022 239S6.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT, DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALUANCE74' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 d N. RONALD REAGAN BLVD. LONGWOOD' FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoeigngroup.com AA #: 0003325 _ i i sysaiv • LOT•. ABBOTT PARK LOT #18 BLK #12 PHASE: 4C 0 18-181 1 monmil 4EBB "1828-CALI" GARAGE OWD40P RIGHT FAGmi PRODUCT APPROVAL LISTING %160 MPH W. C ,� A No 93723F-PKINT J DA Ak 2/04/22 ■CALmt 1/4"=1'-0" umm mT D3 PREFORMED CONTROL JOINT- FLAN35 OF CONTROL JOINTS Td IDE WIRED TIED TO LATNI • D' O.C. MAX (VERTA NQTr- DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD ID(Ill BEYOND EXCEPT STAPLED Wy %SECURE MCONTROL BE II•f � TEMP. DURING INSTALLATION —1 FASTENERS TO BE SPACED • Y O.C. MAX VERTICALLY 2' THICK, 3 COAT CEMENT PLASTER UM LAYER -2, FORTIFBER BUILDING PAPER APPROVED METAL LATH FASTENED Di' (VERT.) O.C. MAX AT SUPFORTS WRB LAYER -1, STUCCO WRAP WOOD SHEATHING � rTor LATH SHALL NOr °'Y MH OC CONTINLJOUB v To e• s•To D• THROUGH CONTROL nx nIL JONTS BUT SMALL BE DToPPED AND TIED AT EACH RIDE. PROVIDE 2x4 BLOCKING PER ASTM C1069 PLACED FLAT MAX 6' TO D• FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR\ _ i STRUCTURAL. STUD STAPLES N COMPLIANCE W) ASTM Clip 2. WIRE TIES TO BE (NO. 0) 00415' Will S. DLOCKINd. SHOWN MAY BE N ADDITION \ TO WALL DTUDD REWRED PER PLAN i ar OL FOLD NIMIeD • NT. A OL l'OLD a�WIO PT. A a. Malli . A G#AN • OLFOLD taV 1FD •PTA 2. CREAN•far. S I'OLP w• ® LFgLD YWNIO.-A _. CREASE • PT. S 4 POLO R. C OAR Pr. 4 TILL PT. C TOUCHED Ii R.ANSE BOTTOM "''"°E 61A1ER,lGHT DEAL. POLO, QQ t=CUT. TINICK 3 COAT CEMENT PLASTER (R -M. lA' f COAT colow PLADTBR (CAR) WRB LAYER -2, FORTIFBER BUILOMG PAPERowAm ONLT) Will LAYER'). STUCCO WRtAI•(IN.ML' QLY) eo® R'LYNM RANIM (80 APPROVED BUILDING WRAP SMALL DE LAPPED A MINI OF 6' • VERTICAL LAPS (ROLL ENDS) D 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO DE I' WITH FORTIBER SHEATHNG TAPE / I' Mal LAP • METAL LAIN \ SC X X X� n n—Tn . METAL LATH WRB LAYER'), STUCCO will 46- MINPAPER LAP DE OR ONLY WRB LAYER -2, FORTIFIBEII BUILDING PAPER I r nN LATH - IAP,.• weR T LLL LAP VERTICAL LATH & PAPER DETAIL WOOD SIDE LAPS OF METAL PLASTER BASES SHALL DE SECURED TO BUILDS FRAMING M@'DERD. PAPER THEY SMALL BE TIED BETWEEN &)PPORTD WTH 0041D-IN. (1.21-MM) STLICCC WIRE AT INTERVALS NOT MORE THAN S' (225-MM). AS PER ASTM CI063. ® KIC KO U T FR—)•AIR OF TEARS INWall LAYERS, TEARS DETAIL MAY DE PATCHED UUFiOUDE WRAP TAPE PER MAlA'. SPEC. OR PEEL t DTIOC aA4, Ml"- "'i KIOCOWr N.*&** AT EOTTCM CIF IeDOr e a( m I1� 3 COAT C01INT TER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER SHEATHING HORIZONTAL LATH & PAPER PAPER DETAIL LTN PER WOOD SHEATHING OR CMu WR5 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 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT )- ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'.4' SELF -ADHERING MEMBRANE PLASHING (CCMPATIELE W1 HOUSE 6' WRAP MATERIAL) OVER 4. APPROVED HOUSE h �4ti FLASHING T ONTOpP;E f / 1' OR LESS PIPE &'.6' SELF -ADHERING MEMBRANE PENETRATION`,` FLA&NNG (COMPATIBLE W NOUN WRAP MATEERIAU OVER 4'x4' SELF -ADHERING MEMBRANE .,.. :.: FLADNNG OVER APPROVED bb�y,`': t HOUSE Will •,� t FLAMNMG TO EXTBJD ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASHIN5 OJT AND OVERLAP ONE SIDE OF �p ���p RINIS. MEMBRANE STEP 1 ]CJ.i1.-6_ PLASHING WRB LAYER'L STJ= WRAP Wall LAYER Q, FORMISOR BUILDING PAPER METAL LATH W". SELP-ADMERNG MEMBRANE FLASHING OVER 4k4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED INSTALL. FASTENERS (CLIPS, HOUSE Will STRAPS, STAPLES) AS RASI.IMG TO EXTEND O(TO PIPE RE=IRED TO SECURE 4k4' SELF•ADHERMG MEMBRANEPIPE/ WIRE TO FRAMING FLASHING. OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE III' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SMEATHMG ELASTOMERIC COATMG OVER STUCCO) C.V. FINISH (SEE 1'1T WALL SECTION) N.T.S. 01ECTION PER SECTIONshall Extedor pl ofp fto combo plaster mciu amn nt with fie . C 92B-on regturomente of ASTM C 828-1 Bb. Inebllation of exterior lathing and fromhq shell comply with ASTM C 1083-19., or ASTM 1787. LEGEND r DRAINAGE PLANE (WR5 LAYER *1, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ......- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1roN ZIP WALL SHEATHING SELF-ADHE5IYE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R"103.1.1 / ASTM C-&471-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX(: 407-774-4078 wwws bdesigegroup.com AA 6: 0003325 y I N O DVHDIV Ae LOT ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PROJECT# 04181.04C-18121 MODEL: 4EBB "1828-CALI" GARAGE Dw1NG: RIGHT PAGE- WALL ASSEMBLY DETAILS 160 MPH EXP. C m III Al'8." 2/04/22 DCALM 1/4"=i,_0,. DaaXST WA- BACKER ROD BACKER ROD WRB LAYER M, INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. &ECLIENCE OF FLASHING TO BE: 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 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROLND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SfOES, yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exteft lathing and WWWdlg Exterior use of portend cement plaster shalt comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. \-- HOODED VENT I' J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER — . . . — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT B TOP t SIDES (B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUCGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANLF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' (_A1VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/EsACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYIBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT (A)ELECTRICAL CONDUIT PENETRATION 1,1000 SHEATWW. LM LAYER h, 3TUCC0 WRAP NR5 LAYER 4, FORTIFISER BUILDING PAPER "IETAL. LATH 17/8, TEXTURED FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • t' O.C. MAX Yb' TO V MID -WALL uEEP � 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFOIRE APPLYING V FNISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' LURE LAYER al, STUCCO WRAP CUT 'X' INTO x SELF -ADHERING i MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRAE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I STEP *1 STEP *2 ti IURB LAYER M, stucco WRAP 9 STEP #3 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP MEMBRANE FLASHING WRB LAYER 02, FORTFIMER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) '1ETAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LON0W00D, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 F Si SSM As LOT: ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT/► 04181.04C-18121 >,coaErl 4EBB "1828—CALI" GARAGE 11111 : RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C �\ _AAR NO W723 64tlRA� DA 2/04/22 SCALE 1/4"=1'-0" a dd H2 LEGEND DR,41NAGr= PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 112 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING 6 1' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER ALLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407.774 4078 www.abdesigngroup.com AA: 0003325 F rq u� w6 u"i 9UDDIV. do LOT ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PROJECT# 04181.04C-18121 bWDEL: 4EBB "1828—CALI" GARAGE BVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C OB DA2/04/22 SCALE 1/4"=1'-0" a*== WA3 LEGEND DRAINAGE PLANE (WRB LAYER Pi, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/lrc' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WDOD C'"TRIXTION BEYOND WOOD 6NEATHING WEATHER RE616TIVE 064MIER w WEATHER RESISTIVE BARRIER 4 rX l YI¢Ev`ELAP A BIDMG / / r \ 6. R RING FL SELF-ADHERMG I QaQ t FLASI7MG L \ �7 t WEATHER RESISTIVE / \ \ BATeQIER -1 STARTER STRIP \ A EVER RRSLNTNE VJ pzwoo OAULK OR I I \ \ V 6' SELF-ADFERW. / FLASI7M6 \ GALV'D METAL GALV'D METAL 'Z' FLASHMG 'Z' PLAS4M6 DO NOT G4LL.K OR ujD7SIMURRLMDE g& I 'E / \ }'q'_X 6. TRSIMULATEDIM I D TRM MEMBER \ � / OR APPROVED AP D SEALANT ` c-Asm SIDING TO STUCCO ® BLOCK TO FRAME � � A TRANSITION 1✓ WOOD C4"TIQ=TION V- BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRR 2 / ' IE x X T Y1 LAP 6IDMG / \ r' SELP-ADHERRI4 tiIIb' REVEAL OR . W SELF6 BOARD 4 BATTEN W 6 HE ' 6 aV MAAIER �616tIVE R-AskmSTARTER STRIP / \� \\ DAIWERR RESISTIVE I9&5im OR \\\ .. y 61 SEL'Y F-APHER1w. FLASH \ GALVP METAL GALV'D METAL 'Z' FLASHMG 'Z' FLASHIN4 OR HARDIE TRIM PER ELEVATION I ELEVAEM PER \ \ AL GAP W/CAIJLKING y\ / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �^ TRANSITION (.. Y F4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 m R C r 0) W O ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PROJECT# 04181.04C-18121 MOD= 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR, C 8 DptlNT A IM 2/04/22 sCAL.E: 1/4"=1'- 0" SHEET WA4 00 MOUNTING CARE SHWLD SE TAKEN IN REEPWD THE VENT PROPERLY P, W AND TS' SHWA IN T GALVANIZED ALIGNED. VENTPIM IS SEALED IF UIIUZED. NAIL IN PLACE USING 1-iM NAILS AT EACH CDRNER. RO WCEMENT SNDUW E APPLIED TO ALL SHINGLE EDGES NEAR THE CUT OUTTHEGDOSENECKVENTOPENINGINTHEI— OUTER EDGE AND AR ND THE ENURE PERIMETER AS RECOMMENDEDINSEVERENFATHERCCASTAL SHEATHING. SITE THE OPENING WACCCRDANCE V4TH THE CONSTRUC NZONES. CNWRT SHD✓NNAN THE EVENTA MECHANCAL VENTFAN IS USED. Slg THE VENTOPENNG IN ACCORDANCE wTH VENT FAN MAN1FACiVRE5 PIPMIO CONECIION INSM CTroNS. INO W NOTCV(WIO TRUSSES OR RAPIERS N11EN GUYING THE OPENING IN THE RODE. RE INTERFERING SHINGLE NAILSAROUNDTME PERIMETER OF THE OPENING W THATTHE NAILING FLANGE aF THE VENTLAYS FLATTOTHE ROOF SHEATHING. SUDS THE TOP AND SIDE FLANGES OF T NE VENTUP AND UNDER SHINGIEs. NESOTTOM VENTFLANOES TO LAV ON I TIE SHINGLES. THE OF THE SHTOP INGLES. IF It --o� ROOF HOOD VENT DETAIL SCALE, NTS CUT HOLSERSA AT 46• ANGLE MODRIED •1• C N NOUSEURAP APPROVED HOUSEEURAP OVER 61-MATHNG OVER W STUD WALL STEP 1 INSTALL &• SELF-ADHER6O PLA614m OVER NAILING FL AWA AT JAMBS EXTEND BASHING MN I. BELOW SILL FLEX 1BLE R A6HNS DO NOT SEAL BOTTOM FN STEP 6 TEMPORARILY AMD•UP 4 SEC NOUSEIIRM (O TLOC FLAP LNC 4t HEAD FOLD HOUSED N AT JAM96 1 SLOPE 61LL IS NSTALL 6' SI1F-ADZE lNG FLAONPG OVENS VNYL HEAD NLMHNS (W1TT1 END DAMS) NAILNS FLAGS INSTALL VINYL CAP NEOPRENE ALWN FLASHINS W/ T. EDGE OF SILL PLO. FAST 4t11C4LLY EDCAS , FRIED EDGES. (CAP NAILS, STAFLC&) INSTALL DUPONT Ri)Q~ AS TH PLASHING AT THE DOWN ( TAPE DIAGONAL CUT A ACROSS HEAD OP WWDOW PLUMBING VENT DETAILS & NTS INSTALL 6• WIDE ADHNIVE — BA4KED RAXIBLE FLASHING MATEMAL OVER DRIP CAP JOINT (PROTECTO-URAP ST-20)(L o EOUN) STEP 7 "lQ0 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 VALLEY CENTERLWE - wDE VgILEV BASHING IOFASTNERS WTHIN SDFg2H MERRLT S'XCENTERUNE EXTRA FSHI N IN UNDERLAYMENT UE END OF SHINGLE II %,END END SHMlGLE ASPHALT AT LFAST 1Z' EEYIXJD VALLEY CENIERLME ROOFING CEMEN �� 'CLIPPEDOf£ � CORNERATAS DEGREE: _ PROM VALLEY CENME LINE L IT 16 THE CONTACTORS REOP0011SILTT TO VERNAL ROOF VALLEY DETAIL WOUSBA AP, SEALA SEALANTS 4 SELF-ODUCTS MCLI)ONiG T14E C4 SAP, BILITT F 4 L PRODUCTS IN SCALE;NT6 FLASWM MATERIALS USED DURNG CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS URITTEN SPECIFICATIONS W9fihtlGL 69ALANM MAY REACT ADVERSELY IP NOT COMPATIBLE. NOTEI, LEAN AND SEA]. JAMB TO SILL JOINTS WITH DOW IIIA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW T14E WINDOW OPENING INTERIOR PERIMETER OF WINDOW UST14 SEALANT APPLY O81 H2U (01 OCUAL)SEALANT FLUID APPLIED FLASIIWG (LANCO WTE-SEAL RC-06 OR SOCIAL). SLOPE SILL TO Ex L IT 18 THE CONTACTORS RESPONSIBILTY TO VERFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING, SEALANTS 4 6ELF-ADWER 42 FLAS44114G MATERIALS USED DURING CONIOTRICTION 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENSOS &HALL BE NSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF POO RTOSA U IN ACCORDANCE WITH FENESTRATION MAN.FACTUSER6 NOTALLATION AND BASHING "TRUCTIOMS. W6MJQlbL SEALANTS MAY REACT ADKRSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774.607FAX: 407-774407www.a bdesigngroup AA #: 0003325 SIR A � Q as �� aysDIV & r.Or. ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PIPAJECT* 04181.04C-18121 MODEU 4EBB "1828-CALI" GARAGE SVrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXA C 09 k'_t.LZ�7fI rSa AETE 2/04/22 CO.L :1/4"=1'-0" iIEET WA5 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL E STICK DRIP EDGE I� '1/8' TEXTURED FINISH ® WOOD I �� 1/2' TEXTURED FINISH o CMU METAL FASCIA WRAP )a(' FROM � STUCCO, I' FROM WOOD WALL EXTERIOR WALL \� (FRAME OR CMU) \� \\ NOTE: NOTCH FOR 2X6 METAL FASCIA WRAP 2xb SUB BAND --I clt ©FLAN B 'VS' TEXTURED FINISH • IUOOD, 1/2' TEXTURED FINISH • CMU METAL LATH F WOOD SHEATHIWS y1 OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) U1R5 LAYER 4, FORTIFIBER FRAME ONLY)PER SUB BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY ` ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ I 'l/8' TEXTURED FINISH 0 /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP P OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/12d NAILS fo'-6' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL C9) WALL .3• x x x x x x x�5t°. 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 FRAME OR CMU x x x x x x x x x x x x x I WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x vo ONLY FOR WALL OFF x SET OF COMPONENTS) = METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT im ROOF EDGE FOR SUB BAND DETAIL C) WALL CCLARIITDY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F4 tiffilill ic a w$ SLJHDIV. Ae 1AT ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT# 04181.04C-18121 moDEL' 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH FA C BT_1E311 28'1" 3'-2" 22'-2" 3'4" 36'-2" T-6" Q T� OP OF SLAB FM-12X12 — F_ — — — 1 — — — — FM-12X18— — — — —ii� 4'CONC. IN X SLAB ILL I' Ow •, // LL Ig 3 1/2" I +- LF-24X24 T10" 6'-2" / i FM-12X18 EXTEND ,.1 SLAB 1 1/2" 4" PVC 1A CHASE/ i/ / O i I TP OF TOP OF `� SLAB / N 'I // I/ LL / If/ %f N Ij /f i/ / 19'-0" 5'4" f i 75'-8" /r _ TEA — I I N +:5 1/2" 5 I 1.1 I I I I �I m I NI I I w a I ,A N LL I 1 EXTEND SIM• SLAB 1 1/2" 1A 2 4" CONC. m FM-12X18 SLAB awl 1.1 1.1 I 1.0-3 112" y n.l I 3' 5„ LL BIM. 1 1 L•---- 0 2 1A 71/2" 1 to 1 1.1 ^? I L 1.1 FM-12X18 1.1 Lt J — — — — — 0 FMC-12X18 v — — FM-12Xl8 — — — — — — FMC-12X18 — 4 4 T-10" 10'-2" 2,1" 16'-0" 2'4„ 21'4" 14'-0" 4,4• 39'-8" �j lw FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+ 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED 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. 11.13INDICATES 05 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/60246, USING: Fm = 2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. VVIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. TEA 8" SEE PLAN td' FM-12xl2 1T CONTINUOUS 17, FM-12x18 1T CONTINUOUS 16, =.I(( FMC-12x18 17, CONTINUOUS 16' F-24x24 11,24" 1T -)(I FOUNDATION PLAN SCALE: 1/4" = V-O" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 £ t A UBDM Ae LOT ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PROJECT* 04181.04C-18121 MODEL: 4EBB "1828-CALI" GARAGE DWING: 1 RIGHT PAGE: FO UNDATIO N PLAN 160 MPH EXP. C EACH MW. EACH WAY MONOLITHIC FOOTING .. sq STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED (['��`PFM CELL SEE PLAN FOR SIZE ANDCELL SEE PLAN FOR SIZE ANDj I.SPACING REQUIREMENTS SPACING REQUIREMENTS111GARAGE 7 DOOR .. RECESS y � � ] O e"CMU WALL s �, 8"CMU WALL I .. CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH y a. 9-V B WAY AT ALL CHANGES IN DIRECTIONS . ,-0, TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS �—CUREI TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1STORY) #3 18' - VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB CHAMFER(I-STORY)0'-0" I•Is I� CONTINUOUS STEEL MONOLITHIC � FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET >p, AT ELEV: W/ 1/2" ISOLATION ., 8'CHAMFER (2-STORY) JOINT (WHERE �{ # ' #4 44 4 WI 112"ISOLATION 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SQE '� i FOR M BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST }u AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie, 2 TO 3, PROVIDE 2 BARB), LINO #7 42" EXTERIOR MONO -FOOTING %2�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3/a"=1'-a' @ GARAGE BQAF:34"=''-0 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-9' SCALE: 3/4"=1'l' (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL S a 8" CMU #4 REBAR @24" O.C. CENTER OF LAP TOP PLATE A MIN. OF 48" SLAB AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT i LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP - �, 9 NEW REINF. BAR No 2 STUDS SEE PLANS FOR E BT. PLATE TO SLAB W/ SECURED W/2-PAR T SPACING. SINGLE BTM. PLATE 7rz"x9'RWEDGE ANCHOR W/ " a• , § 2"CAPPED � °� I EPDXY. MIN. EMBED PONE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH h 4" GONG, REINF. W/ GALVANIZED PIPE EPDXY 5-12" EMBED. MIN. 16' OC 71 7 6'k6" #10 WWM ON 6-MIL POLY ETHYLENE W/FLANGE BASE FOLLOW ALL MANF. 5 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. VAPOR BARRIER ON = T USE AND d I PREPARATION OF BTM AND TOP PLATE ANCHORS W/ 10d x 1 112' WELL -COMPACTED � � � 4 a HOLE. COMMON NAILS FILL ALL CLEAN FILL TERMITE HOLES, DO NOT USE 10d s 111 TREATMENT SHALL BE _e SECURE FLANGE TO x 3„ p SEE SLAB SCHEDULE s jI S BORA-CARE ..14 ,ram.• fL (2) CONT. #4 REBAR SLAB W/(4) 1/4" X 2 1/4" TAPCONS °t 4�0 rc SLAB I` 1(2)#5 —� s e �l a .• ' REBAR ON CHAIRS III—T^ 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) PST VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO _ COMPACTED � COMPACTED SOIL VIRGIN OR ENGINEERED SOIL >n SLAB HEIGHT LESS THAN T-6" pER pLµ EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE EXTERIOR MONO DEEP ADDING BAR TO BA AND R QUANTITY FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION r��INTERIOR CURB FOUNDATION WOOD WALL 1A C c V T 6°ALE:34"=,'-p {W/ UPLIFT) SCALE: 3/4"=V-0 SCALE'3/4"=1'-9' SCALE:34"=1'-0 LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND NAILS, 2-ROWS, 4" O/C BTM, LAP TO OCCUR OVER STUD OF WALL W! PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE P 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 4 WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 3 f SLAB W/10d MASONRY BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL NAIL 12' O/C STAGGERED. 12' O/C STAGGERED. g u ADDITIONAL METAL ADDITIONAL METAL y CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. z +-0'-Ir','e„ �8"CMU FILLED CELL (TYP.) w rc SLAB SCHEDULE - 2X WALL FRAMING TOP OF SLAB Ii `+ [SEE +_ 0'-0" SEE SLAB SCHEDULE j,�,`�,—�'�'''�' SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB —"�� *- 0'-0" i i ` '' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ° POP SLAB 4. 'a to "ISOLATED" COLUMN PAD 4 ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° e ° — POURED MONOLITHICALLY WITH FOUNDATIONAND SLAB e. SEE SCHEDULE SEE SCHE WLE FOR Wxp, BAR SIZE FOR MD, BAR SIZE 1 � AND MR QUANff�Y . EQEQ. SEE SCHEDULE AND BAR QUANTITY L FOR MD, BAR SIZE AND SARQUANTRY T' COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION $ 9 SCALE: 3/4"=l'-0" (NO UPLIFT) 10 SCALE:34"=1'-0" 11 SCALE 3/4"=1'0 SCALE 34""'�' (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroLip.com AA #: 0003325 C O OtTODiv ek LOT ABBOTT PARK LOT #18 BLK, #12 PHASE: 4C PROJEC' 04181.04C-18121 MODEla 4EBB "1828—CALI" GARAGIC OWING: RIGHT PADS: DETAILS 16 H C ROLAPD A ABOLCHACRA AR NO 93723 A DA&�.. 2/04/22 SCPJ ::1/4"=V-0" 2*1m= S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I .J, VARIES PER ELEV. .I CLEAN OUT REQUIRED FOR INSPECTION 0'-' FIN. FLR. •' TIE ERTICAL REBAR a TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 148 BAR CIA, #3 18" Pn #4 24" #6 36" #7 42" HORIZONTALIVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND m E SPACING REQUIREMENTS y 6 s 8" CMU WALL TOP OF SLAB 4TOP OF SLAB EXT. PORCH S7://i SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) .4 BAR SIZE 48 BAR DIA. s a 4 . •� 4 4 W/ lr2" ISOLAT 6" CHAMFER (2STORY) #3 1g, to • a JOINT(WHERE #4 24" e- APPLICABLE)MATCH STEEL #5 30" 6" PVC CHASE REINFORCEMENT h PER SCHEDULE 36, THRU FOOTING 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR MD, BAR SIZE AND MR QUANT" PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" #5 BARS EE- EE-1 F§ CMU UNIT DIMENSIONS g ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.e bdesigngrou p.com AA #: 00o3326 a 4 1011111 atMDlV. & LOT ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PItCJECT* 04181.04C-18121 MODEu 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: DETAILS %J60 MPH EXP. C ME DApE.. 2/04/22 aCALE: 1/4"=1'- 0" aim ET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 116" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE 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 fc (psi) SIZE WkH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1). N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES L--------- J------- ---j L---- ----- ---- --1---------------� 8F16 MIN: 1T/0M/lB 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 , ti � r # b 0 o uQi Q� aUDDi& LOT v ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT# 04181.04C-18121 MODEic 4EBB 111828-CALI" GARAGE BWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E C DATE: 2/04/22 SCALM: 1/4"=1'-0" 0*1m T s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1D' HOOK-- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" Ott PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Sl;o NOTES TO THE INSPECTOR/CONTRACTOR TYR SINS' b 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING.i� HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH 111 #5 BAR CONTINUOUS AROUND 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. TYR 81S116' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM � COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T I/ per" F = FILLED W/ GROUT U = UNFILLED NOMINAL#OF #5'S, IN 2ND BOND WIDTH / BEAM COURSE I & T/1 M/OB 9 M�PEO � f NOMINAL �� e pQ� HEIGHT #OF#5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MJOB INDICATES A DOUBLE BOND BEAM Z., #5'S, BOTTOM AND XFXX - iTIOMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1 T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1 TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST "31A WINDOW a' C SILL Z g n SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION '4 SCALE 11/Z'=1- 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR OND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5BAR BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL WI (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-z• BEAM DESIGNATION OR ^ 2 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-W LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 16" O.C. MAX. MIN 1-1/41 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 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 -4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 19' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" = V-O" j SINGLE #5 CORNER ­­'l-� BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 34'=1'- ' F i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 J A 4Miss 9SUDDIV. & LOT ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT*► 04181.04C-18121 MODEL 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH AXP. C 08 DA E 2/04/22 BCALE: 1/4"=1'-0" silEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 &IB-0a 164T iT 1T/DB 1T/OB 1T108 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818-1T 8110-IT MOAT 8124-1T =84T 8l32-1T SM-18 161Tn 1n1 ITMs 1Tna -1T/1a eie 2T 8/18 2T erto 2r an4 zr Sne zr en2 zr 3' 6" PRECAST 1436 852 3114 4217 5321 ISM 7531 3' 6" PRECAST 889 1024 36" PRECAST ' IBM 3524 4394 5283 6132 7001 2465 8113 6385 7708 9031 100010 1599 3524 4394 5283 8132 Tool 4' 0" PRECAST 1065 700 2305 3125 3945 47e5 55s7 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 3060 3816 4570 5325 e079 1961 0113 7192 GM 7627 8757 1363 3060 3815 4670 5325 6079 4'-6" PRECAST 819 533 1770 2400 3D33 38M 4300 4'$' PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1626 5743 7647 6752 6641 7555 1207 2707 3375 4043 4711 5379 PRECAST 931 1247 1999 2500 3123 36M 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1010 1806 2374 2944 3513 4W5'-4" 1319 44W 7196 7342 6780 1016 2276 28M 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2D90 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST we 1499 1971 2443 2916 3387 1161 3e93 6877 eon 8548 5776 929 20M 2593 3107 3620 4133 6'-0" PRECAST 692 1139 3227 3031 3707 4383 5067 6'6' PRECAST 410 721 6$" PRECAST 835 1201 15M 1955 2332 2709 1139 3227 4W7054 10000 8825 835 lase 2329 2790 3251 1 3712 T 6" PRECAST 570 938 2498 2205 2e98 3191 3685 T-0' PRECAST 303 534 T 6' PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1824 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 201 MIS 2821 9'-4" PRECAST 192 384 9.4" PRECAST 464 5W 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1310 1643 low 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-8" PRECAST 356 468 612 755 899 1042 550 1407 1897 2761 3222 3784 604 1180 1472 1783 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3830 11'�" PRECAST 132 417 11' 4" PRECAST 4W 4W 530 653 777 872 544 1312 1742 2252 2988 3662 488 1042 1372 1643 1470 1710 12'-0" PRECAST 306 507 1210 IBM2048 25M 3191 12'-0" PRECAST 111 370 12-0" PRECAST 363 386 476 587 on 783 507 1210 1598 2048 2588 3171 410 940 1300 1560 1314 1478 13'-4' PRECAST 270 433 1045 1365 1732 2157 2596 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 045 414 1045 1305 1732 2316 2605 395 780 1057 1312 1071 1203 14'-0" PRECAST 254 Sea 978 1272 loos 1988 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 1 279 278 360 443 52e 809 390 978 1272 low 195D 2389 370 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 626 746 865 458 1079 1420 1824 2277 2712 246 883 90D 1237 1474 1715 1641 PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 516 we 1134 1353 1572 17'�" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 320 366 451 687 Sao 300 We 1121 1413 1739 2047 192 506 72D 501 1135 1312 19'4" PRESTRESSED N.R. NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 182 Zee 430 235 73 736 859 o 20 1200 1487 48 1718 71 188 429 623 823 809 950 950 09 109a 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 190 598 833 INS lies 1468 142 373 537 690 sla 943 22'-W PRESTRESSED N.R. NR NR NR NR NR NR 22'-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 426 497 165 550 784 992 1203 1381 137 358 613 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 3e0 418 - ALL VMLVCO IR AO I nr LCOOCRrT(VM OArCLVAU I MOLCO DT 4UALI IT AV I OCUI I IVIV,LV I I O MAT LVT:1Cu111V1V-rRC%,MQ I rRVUVV I ODT V I rICRO 1 VMCC I VMr_A%,CCU VMLtJCOO IA I CUADVVC 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 18 D. LONGWOOD, FL 32750 PH: 407.774.W78 FAK 407-7744078 www.abdesigngroup.com AA If: 0003325 1g o a a S1 DIV. ae LOT ABBOTT PARK LOT #18 BLK. #12 PHASE:4C PROJECT# 04181.04C-18121 DLODEL• 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH E . C A AI NO DAB. 2/04/22 SCALE: 1/4"=1'— 0" a*KZMT tS2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. i 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ3 a n n 1C a u n u a u n N N A A II '1 ATTACH 4'-0" LONG 2x SCAB TO CJ5 �_ _ = n n I p TRUSS W/ 10d NAILS 8" O.C. n A p q (4" FROM EA. END) A All1 EWA-Ail 6 _L__jmeat: I I I 6 I I sssss s>ssaeso}�.®a as====ss>6s _ ss:=�-tea ssssm e . amem a ®� ss� s sea : A as e I I I = TED PIiE-FABRNA TRU89E$ 24" 0. MAX I I I yt6_ e�±�.a�. sus W a � a® I ems. I as. I .tee �sa�mia �e��®es_e��i ea®s I I I I I I ergs : � • ee�r � 4�e� • � a maamX I I I I I I I I I �= ssysas sacs ss=x e®s�6:aa�ssss® I 1 ::e�aa��az�:ee�:aeee=e I I I I I I seee:>az: a:s s>as=s I a�a�l�:a�a I aaa®s sa�a�e®�oe�a �aaa®a I I I I I i --------------- FRAMING PLAN SCALE: 1/4"= 1'-0" F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX, 407-774-4078 www.abdesigngroup.com AA #: 0003325 A d u—Q}I IC a eaQ eQ� BQ�YS.� 03 AIVBDIV. as TAT: ABBOTT PARK TAT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH E . C 8 R064D A. AM AR NO 93 DA 2/04/22 scAI.E: 1/4"=1'-0" 9iIEET kk S3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d. 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER 1x2, a WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1X2 SECURED WI 10d GALV. COMMON NAILS 12' O/C MASONRY BONOBEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE. APT SYP #22"x4", 6", 8" x 4-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb lc TYPICAL TRUSS/ GIRDER CONNECTOR(S) scALE:3M''=r-a' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 51&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLGOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 8" x 4'-0" MAY BE ADDED W/10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SOS J' x 2j" TO GIRDER 13j1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS J' x 1x2, 2X WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) �' x 5'TITEN HD TO CMU AND (18) BIDS }'x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) -CAL :3/4"='-0" LSTA1220 GAUGE W/ 10c)(12 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER 1TT4 W/ 5/8" A.B. WITH AIN. T' EMBEDMENT 2X4 OR 2x6 WOOD BEARING TO SLAB & (18) 16d x 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL 1/Z' GYP. WL. BD. •°°,� CONNECTORS NOT . , �. .#, °, REQUIRED WHEN NO a UPLIFT IS PRESENTI Li `° GIRDER/WOOD POST CONNECTIONS ,FLOOR TRUSS CONNECTION @ L.B.W. SCALE 314"=1'-U' (NO UPLIFT) NOTCH DEPTH 1/4•D GE >5/e" HOLEMETER L. STUD OUTER 1/3 OF SPAN ONLY N HOLE EDGE >5/8" BHOLE DIAMETER P<3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 1 12'=1'-0' 8'-0" MAX (W/i X4) ^ OR 10'O" MAX (Wl1X4) # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER & Z' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM. CHORD BRACING V SCALE: 3l4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d 0 EA - TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1)'X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) ")CBRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT, PLATE TO BILK W11/7' DIA, ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d. 0 EACH TRUSS TO BE INSTALLED C 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG TTRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 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 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a hdesigngrou p.com AA #: 0003325 ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECTµ 04181.04C-18121 MODE14 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH E . C IS3. ATE, 2/04/22 CALE: 1/4"=1'-0" HEET 1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16"O/C W/(2) 15d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS(OIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 2x SUB -BAND 30'-l" TO 60'.0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0� CENTER STIFFBACK AT ALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALLrFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 214 RAT RUN 12" O/C AND APPROVAL SECURED Wl (2) l2d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN VTCR SPACING (1) AT EA( AND 8'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4-W O.C. (AT PRE-ENG'D WOOD 0 SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT, PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH\+i, STRENGTH EPDXY 6" MIN, EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED 0 10'4- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3!4"=1'-0" FE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA il: 0003325 ddd 1y ��55 ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECTµ 04181.04C-18121 MODELt 4EBB "1828-CALI" GARAGE SWING: RIGHT 1 PAGE: DETAILS 160 MPH EXP. C 82 DAME 2/04/22 SCALE: 1/4"=1'-0" MIMMET S3.1B nA iF HIP ROOF >L " ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE1 = 52.70 PSF(62.70) ZONE3 = 60.50 PSF(70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3, = 83.80 PSF (93,80) ZONE 2r = 69.60 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 4=0 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL RFr1111RFMFNTC SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 1/2" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 23/e" 0-l13 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23B" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING = USE 1/2' CDX OR 7/16" O-S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 9 O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP S j BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT In INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH I, � ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE; GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS 0 4' O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 3,3 , 3 : 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 31: 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING Q 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE.- ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 ea RMIG SIInwc cuN NnILS @ C O.0 TOP 8 BOTTOM EOGES �O 8 tOd RING SHANK GUN NAILS ® SEE "ROOF SHEATHING ATTACHMENT' o TABLE FOR FIELD SPACING a' P.E T. SHEATHING ATTACHMENT ORS R C UO SHEATHING u #8 2' DECK SCREWS (ED 6"S" O.C. MAX 0 tl EDGES & 12' O.C. MM IN FIELD. UNTHREADED M SHANK TO EXTEND BEYOND THICKNESS OF ',d o SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0WDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402B02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE6 L VAPORBARRIER PROMOE6l.9L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBSON GROUND WHERE INDICATED ON ELASTICITY = 1,400,DOO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SEAMS LAPPED ETAND SEALED ADHESIVEMEMBRANE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 CA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION. -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. VY DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYSS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AIDWA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. 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 A61SM15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. 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 FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR 20 pd TOP CHORD -nonconcurtenl REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 pet BTM CHORD .Ion<onourtent #5 BAR - 30" #7 BAR - 42' DEAD LOAD DEAD LOAD 18 pd TOP CHORD 20 pd TOP CHORD (7 pd W/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 pd BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opd BALCONY LIVE LOAD 60 pd STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: 40Pd SHOP DRAWING REVIEW: 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 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DR4W NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 W,, FOOTING 0 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% F THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1537. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PN- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE 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 BE THE RESPONSIBIUTY 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 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.1/2PFOR 0 AND SMALLER 2PFOR #8 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 7/4' FOR SUBS, WALLS AND JOISTS 1-1QPFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'. 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH F 00 PSI A7 Y E 0 3 0 3 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTA R JOINTS SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, 8V THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ou. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NO COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIOATION 912E TYPE SPACING REMPRKS MPLIWTION 912E TYPE 1&PAdNG REMARKS tit Pt FURRING TO MMWRY/OJNC. CME NARCENEO COIL 11/Y'ldV3. EqC OPAAOE DOOR BUCK OMASCNRY/GONG. Ili"qA NO WARNER TAPLfNJ MASONR✓ FASTEtER B"pC I11 EMBEq. 6"END q9T., i1lC'Ed3E d9T. 500, AL. EXT. DOORS CABS HARCENEO CqL 0'QG wNWWIODOPo FA- GMAIGE IXXNt BLCK 9IB'GA.OR EXPMlSIIXJ BOLT 19'O,G (Se"dN P'EMBED. 4­­.. PT, SEE-. IIYI'IQW. eigGGEREO INTO MASONh/CONC TO MA9ONriKOIC. WI A6d11AER N"O/C(I A) 3"E0GE GIST. wlr400w Buac C49E INROEiJEDCgL eac wNoow000w FMTENEO ETN.9TRM TO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTEe AGGERED I—MASdiiv/C�IIC. MAsoNRYIcoNC REQUIREMENTS EXT.9w4wq 2))bIB'gA FTMAP0.Yf 112" EMEED, II,E34t. BUCK 3 PT . 9FEN 6 WAd1ER tNER tYOK; q T., ?EDOEgST. h Pi wNDOW 9Uq{ i't IT., P OSTEEL CCl.. SEE BIW/WPSNER� NO ES 9T EREO EOGE- OES 1NSTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASGA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINOOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. 1."l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-407S www.abdesigngroup.com AA 8: 0003325 p, Q ry IPR UBDrv. ee LwBBOTT PARK OT #18 ELK.#12 PHASE: 4C OJECT* 04181.04C-18121 MODEL 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH E . C F1 tb ' - LARkNO DATE 2/04/22 SCALE: 1/4"=1'—( SHEET SN1 �1 Kr�AYCAN LTD BATTEN STRIP ANCHOR ♦ IN 1. 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(INTO rq 9 - 3Q JCHANNEL CONCRETE/MASONRY) DESIGN PRESSMRE (PS1y AT VANSOMS SINGLE SPAT! LENGTHS MAX. CON U OR 1. EAVEMIDTN8(-) {Y 1AfrE43pm/No aY3Sa)1af01AT Fr 1M1[4M46VBREW/N0.aflYMIW WOOD (NOTE 1) Yf1TC �1'MINIMUMSPRUCE-PINE-FIR T.a TxEn6r.Eutgpwca48ECTuxss�lovnfon61EET6�:>tJ4cePKT 81N dt FRAMING OR CONCRETEIMASONRY. C/E3RP.�FRE tOYEFG�tRA��xBMOMT�6CEArc68rgr WT q"�' aFLYES,EMUf MIISw jMtptlN� {_' WATIIFI bYM ENp.N DETAIL E BOILING CODE REQUIREMENTS FOR 5offrc PxirxutB]Nx twsFCoxi3O•AutrcauaNY ASLdEG4E YiVAIOM 1ea041•l I ti 0- SUBSTRATE MATERIAL MUST BE MET. fASTEhEawcoorctcarsAfasPAaLwne4aw.w�rAixEn. y sac«o&E M] w.) y 11-oaf 667 mo J-CHANNEL >3. SEE IAYFWf tNaBfafrFOR SPAwS of r9'. tY. 1l.,)•. u'AM fB. A\C .1 1B0.v Acc M, .TAG M _ ♦1C«ai£ Sib -)2T Y BaC«OaE %.i X. In 3. 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M auras 1D aeaEoa +M011f mm etro IL .4 oaf £sv-6AE.B) ' (ROOF (ROOF OVERHANG) OVERHANG) B6 ALC AtC % atc«a II CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAILA' SEE DETAIL'S' SEE DETAIL'D' SEE DETAIL (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END RA09 •79 .165 a F. o. e 1.4 --I 0.04 i.54-` 1 /2- J-CHANNEL/TRIM 1 VINYL (No. 1100) 25TI 022 StmDly. A. L#OT ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT► 04181.04C-18121 IWDEi1 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXUP. C m m 4" FASCIA L >r SMOOTH ALUMINUM J (No. 9700) ^-u-Y L[illl VINYL SOFFIT AND TM SCHEDULE VINYL SOFFR SERIES J-CHAWLEL FASCIA 12• TRWLE 4 SOW NO. 0623 SOUD SOFFIT 12" TRIPLE 4 FULL-O-VENT IJ2" J-CROMI . 4• FASCIA NO. 0622 VENTED SOFFIT VI NTL NO. 1100 ALUMINUM NO. 9700 12" TRIPLE FUtI-O-VENT EGO No, os3a vENrm sarrt BILL OF MATERIALS a ' a � :aeouE ox arm f .n oanu a x axv (aE NaE w aaa ,) 3 - 9a arro w atur , • - i¢ o4r.n W BNir , Bo,E ro a alit ,) s aw�n�+-,JY a-wa rw mwpin[ tEa � • aama A f-y.• Tta nE srm ,. ®1 B JJIP aom aBM matt J' YL mB.>B Btm IT 8 s� t r NtaM f11D0 tmlo) - M . a+E bw 4fco : Y BBr3r M twTTm - Ev - a torso s1m 4;���- T[ra 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 12" TRIPLEA4 FULL-O-VENT SOFFIT - VINYL - N0. 622 0 2 a No J Ell DA1tTE 2/04/22 F� SCALE: 1/4"=1'-0" TfIALA ...S D 1 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 GENERAL REQUIREMENTS: • y • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN V AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA -16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FIGURE 2 FRAMING MEMBER MODERATE CONTACT �Ul If`I H-JOINTE LtAVt ANF'KUI'KIA I t GAP AND CAULK C/i I I tN FRAMING MEMBER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT I n ° I I ° ' I 1" FROM END OF SOFFIT 3/8" FROM END ° I I OF SOFFIT I I FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407a748078 FAX: 407-7744078 www.abdesigngroup.com AA #h 0003325 J z stmDrv. & I.OT: ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 bwDjm 4EBB "1828—CALI" GARAGE > WWO: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C fl RINT Ian APE: 2/04/22 CALE: 1/4"=1'-O" *KEET sD2 stmDrv. & I.OT: ABBOTT PARK LOT #18 BLK. #12 PHASE: 4C PROJECT* 04181.04C-18121 bwDjm 4EBB "1828—CALI" GARAGE > WWO: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C fl RINT Ian APE: 2/04/22 CALE: 1/4"=1'-O" *KEET sD2 �45ga �3P� Q_ �k7 � bA 0 a