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HomeMy WebLinkAbout7340 Sail Clover Ln99 98-4EBB-CAL19 t82 e'ff HOMES 12602 TELECOM E>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: B13 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - M^yMXW COW}ML rm mgm 200 ALL LOCAL BMATT COM :OCCUPANCY - RMIDENTR�., GROUP R3 -CONSTRUCTION TYPE - VB -MOT, INTERIOR FDA - CLASS B 'BASIC WIND SPEED - Vult=160 MPH Vasd=IU MPH :EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS Air. ADJUSTABLE MFR. MANUFACTURER CABINET AMP. AMPERAGE MIN. MINIMUM BD BOARD M.T. MEFALTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL METAL CIO CEILING N.T.S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRE E PL PROPERTY LINE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR. PAIR DNA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL ROD. RADIUS D. DEEP RAG. RETURN AIR GRILL 1) DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL DETAIL R O ROUGH OPENING DW. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL SILT SHEET EX . EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR SHOWER P.G./FX FIXED GLASS SL STINTING kt FUEL GAS SL SLIDING FINISH SL. GL SLIDING GLASS FLU. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGIASS GA GAUGE THK. THICK GAR .DSP GARBAGE CIR T.O.C. TOP OF CURCIRCUIT TO, TOP OF PLATE G.F.I. GROUND -FAULT ISP INTERRUPTER TERRUPTER T.O.S TOP OFSLAB GL. GLASS TOP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WDW_ WINDOW wM WROUGHT IRON DATE: DBSCRnMON iM"* CD*MPED ARCHITECTURAL SHEET DESCRIPTION ° 2on N 1pDaTE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG AS —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN 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—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 10140 CD'sW-mum OMM SOW. ELEVATOG ADDED Cos �• 04/19� M REYI810N PER ILBOUEB cmvs CDs PIE•18SUED 07llSlN! aooEDaa�aLEseFoorERarwtiRoc,EDeraw cFORrrireR� 62/12AS PLAIN MAINTENANCE 034M REVISED LINTEL $lit AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 }.�,• (7�T /1•IQ P 1 = ►7 0444A9 ADDED ADDITIONAL RECEPTACLE IN GAROGE PER WILL 15ATUM (MELBJ �� RevI6ED HVAC NOLUI TES AN BOFT CALL SCHEDULE IMEL BJ LIVW 1628GQ.FT. 490 60. FT. ENTRY Iry BQ. FT. CANCAN BB bQ FT• TOTAL 2362 6G7 FT. ALL WORK SHALL COMPLY WITH PREVAIL CODES FLORIDAEUILJING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OFZEPHYRHILLS `) I E, n t DATE TE I � � r�) �O22 :-VIEW Y / 1 TY OF Z E P H I R H I AN EXAMINER O6)D)B ADDED 'EMERIORMOW DEEP FOOTEWDETAIL D)SI.IA(ORL) 06/)VIS ADDED LEA LIC,ITB • IOTCHEN 4 BATH PER MARL BONES OTaan5 ADDED &TOE OPTION ELEVATION C 4 D (TAMPA) OBMI9 ELEVATION 'G' SIDING -ADDED LOUVER • GABLE ROOF 1®a5AS ADDED OPT.B'•o CEILING HEIGE+rB ouav2m RESPiAc€I�PCaEe�CN CTCRewTHeEIPBcoraECTCRS 04/^W REVISE ENCAVW RADON PLAN DW'E?ISICNS 04101W 01 r. W-V CLG. W.T.- ADDED LED LW*n NFOYER 041MO OPT.V-0' GI&WiT.ELEVATIONY.'-MYNDEEC%HTOFARCHU4Y 05)Obi1O ADDED FLEVA7IONS'L'ITt(oRL) STRUCTURAL SHEET # DESCRIPTION "4V ADDED ELEVATIONS T'IG'•MI'-M' (ORL) PG Sl —FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS F PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.IB-DETAILS PG SN1—DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. D ANY ASPECT' I THE CONSTRUCTION (ASUN DRAWING SET) ARE UNCLEAR DESCRIBED IN FURTHER IN NEED OF FURTHER DETAAING OR EXPLANATION 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 FDRP NFORMATION) TO THE ARCHITECT OR ENGINEER FOR LARIFICATION. B DESIGN GROUP WILL RESPOND TO ALL WRITTEN �a IN WRnTEN/DRAWN FORMS IN A TIMEZY ANNER. AS DESIGN GROUP TAKES NO [RESPONSIBILITYFOR INTERPRETATIONS OF ON37RUC1TON BY TILE BUILDER WREN NO RF7'a HAVEEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. Ol9 I M20 F9C LMATE 03/03i11 ADDED SOFFIT DETAILS 04g6A1 ADDED ELEVATIONS N'1'C (OIL) O4/JIRI ADDED STONE OPTION ELEVATION Ya' (MELBOURNE) 6WMI ADDED ELEVATIONS'P' 4 YJ' (OIL) OSA9dl ADDED DEN OFT. (TAMA 4 FT MYM) 0IBRI ADDED 20' FOOTER OPTION (TAMPA) M121 ADD FRENCH DOOR OPTON I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.mm AA #: 0003325 f u� IL ENUDDIV. & TAT ABBOTT PARK LOT #15 BLK #13 PHASE 413 PROJECT,IN 04181.04B-15131 3WODELe 4EBB "1828—CALI" GARAGE SWING: LEFT PACE: COVER SHEET 160 MPH EXP. C ROLOAD A ABOtA L AR NO 9S7 FM'"02/07/22: 1/4"=1'—O" T of C1 GENERALNOTES 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 FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING NTH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30Z5.1: 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-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 OWMETA W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R30Z8: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1l2 4NCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMEN9. 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 CONTACTTHE 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 WITHASTM DI557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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 CONTAINSTHE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALLCONSTRUCTION AND TYPICAL NAILING SCHEDULE PLANS. I ON 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMMIMAREA SHALL BE 8 FT . SQ. PL(Asm 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM 0' PVC (SCHEDULE 40), INSULATED WITH 6"AMAFLE . 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, '� THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L. FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-199AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 "GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TOTHE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS 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) 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.mm AA S: 0003325 a La ro F m aUHDIV. At TAT ABBOTT PARK LOT #15 BLK #13 PHASE 4B Pito= T#1 04181.04B-15131 IItODZ'U 4EBB "1828-CALI" GARAGE a/1rslvG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DAPS: 02/07/22 ECAI.E: 1/4"-f-O" mnH1m= 14. GN -k"A' � • o i II I1, o . = 0 . • T�i .AA � c� - . IMES :u � l • II o to p AS RE& a p PER OLD& '- CODE oGARAIMFoym 1 I • �In n of/Illo ag//10 UF'n���lol////Ilo FLOOR PLAN SCALE: 1/4' . V-0' DBL. TOP PLATE 0 m BAR DETAIL A ALE:IR'•I'-0' SQ.FT. CAM'S LMNG 1626 Sa FT. GARAGE 430 80. FT. ENTRY 16 Sa FT. LANAI 88 Sa FT. TOTAL 2362 Sa FT. w"011as �DOl"m OPEEM WAIF ME M01lNMDMO POW0 AW TIPE FOOTAOI MR WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 16 5 33/-43 DR. MIN. CRITERIA SfaD. / FROM 43 8 303/-38,4 MIN. CRITERIA 16010 OND. 112 5 2OV-31.5 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT-11, 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 PRODUCE MANUFACTURER. QONIIOLDATB c11" HDR. DTL. B SCALE: v2 . I'-®• NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOIN. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI04E88, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LE86 THAN 1 3/8' (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.ebdesWiWoupxom AA #: 0003325 t o sVBDIV. & LiOT. ABBOTT PARK LOT #15 BLK #13 PHASE 4B PIlOJRCTp 04181.04B-15131 UODXZA 4EBB "1828-CALI" GARAGZ aVRNG: LEFT 1 PAGE: FLOOR PLAN 160 MPH EXP. Cj DA-M 02/07/22 scAL&, 1/4"=1'—O" nsgm= Al RFAOFATnC = ZYA SCL Fr. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIREDVENTILATION AREA = 236413M VENTILATION AREA SO. IN04M PER FT. (144) = WM.72SQ.IN. MN. REQUIRED VENTILATION = sx 12M.71 IN LPPER PORTION OF ATTIC 587.365 IN. •/-IB'-4' BLOG. HGT. OFF RIDGE VENTILATION AREA = 115 SO, IN. PERV --_-_---_-_-_---- S6736/11S FYPON LV12X24 OTALYOF VENTS REQUIRED = 4.93357 OR EQUIVALENT l� OTALYOF VENTS PROVIDED 5 12 SHINGLE ROOF *AREAOFAi11C Aync,,-TME PENMTER OF T1E lgtSE.IFATHE OVERHANG 'piOFF RIDGE VENT LAP SIDING AS DMIOROFWALLTO DDEIOR OFINALL, NO OVERHANGS INCLUDED SPECIFIED 12 (Tyr.) 4' FRIEZE 6 LAND (TYPJ 6' TRIM BOARD (TYPJ A C 8'-0" BRG. HGT. — 8'-O' BRG. HGT. V-0' BRG. HGT. 8'-0" BRG. HGT. OPT. COACH P.O. KYI I , _0• LHT Q I C4 0' FTPCN ,p I I ❑ ❑ SHUTTERS OR EQUIvALENT DECORATIVE i0 i0 I L I I i0 m TIM v 9 i rTrr. I I ElEl I I 'B 4' RAISED 9 BAND I TYP.7 0'-0" FIN. FLR _ _ - _—_—_—_ _ �_ Y ,�0'-0" FIN. FLR 0'-0' FIN. FLR I I --------------------__ -- - A®� FRONT ELEVATION REAR ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH SCALE: V4 . I'-0' TEXTURED FINISH NOTE. UALL FENESTRATION FLASHING AS PER FISCR R103A OFF RIDGE VENT OFF RIDGE VENT 12 i I� 1 I I BRG. HGT. 8'-0' BRG. HGT. 10• - - - I.0• I A DECO. - DTL. 0'-0' FIN. FLR, - ,00'-0' FIN. FLR LEFT ELEVATION SCALE: V4 • F-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT. a 0'-0' KIN. FLRo, - 0 -------------------------- ------------------- --- - RIGHT ELEVATION SCALE. V4 . 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA A: 0003325 A M51 � g D ti O I'py�`I a �yp��`L a Ljp��j i IpXI a F STJHDIV. ac IAT: ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECTUE 04181.04B-15131 MODEIA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C I L �� DATET 02/07/22, ff 1/4"=i'-0"2C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES 12W OUTLET m AMP SNOLL' POLE WV OUTLET BBv OUTLET 14 OR OunET WRm TO WWTCH ON REV OUTLET ■DUPED SHSIOD PALL. RTIftW R (TAMER RESISTANT TYPE) 220V OUTLET (4)NO=CaNCTIN U T I ourm NTRau"nle BWTCH SWTCH )_U4Y OPL'R W4 SWITCH 4-11AY OPER F WILL MONTM v LIONT CEILING LIOHT © LED CLO LIGHT LED VAP M ©VP PROOF LIGHT OVI WFOR PRGOP LOW OIRfISSED CM) eVINT. PIN I CPM PR IQ PT. VO4T. PAN IIILIOMT 1 CIM PSI! SQ FT. SP[TI (mMm BY FLIIOI f•WI.OWMP ® (�D) AROUNP (BISOPOLE MMJ 2-MILLIS NIRAP �'w S PWOIeSCNNT �--� 4• PLUOI®ceR LIowT 0 PANEL Now PET®! O SD. www DCTCOTOR sam ilficsip 001 WWI P SAILAACK-M t� 1 offTw LIKIQ DETECTOR WILjlAEG1I1� ® 0 CAPIM pumoklm VIM DETECTOR CQ710 NTM.COMNECTED SMALL OE A DISTANCE OF NOT LESS IM N 4' PEDANT LION L� {'►/ MATIRAL OY OuTLIFT TLEPNOIi114114h JAoc IWTER HWTER DISCONiCT Aft CO OITIONM aES AMU ON ' DISCONNECT H 1VI l�J TlLlVISION JIG[ ILStl -emmmwm 10 ES Oppmco D N O }OOx AFN A d C. ROMC MAROIDY auto FOR NSPRCTM CNILAN SOX IN ORLLS FANILNHT �ACC OIOANOE RV M MARSD AS SUCH FOR Ma�IIq N4• INCANDESCENT LIDM STRP nnnnnn 36* INCANDESCENT N• WANOlSGlNT LIGHT RTRP ROOD LNNi KP 0PT.45CURRT KEYPAD �M_1�-II HE P6 M04-M 04 MR OHII'ES No PORT • LOCATION OF TV JACKS M PMONS OUTLETS A PAN TO BE VERIFIED • HOMBOUKR PRE-CONSTRJCTION MERINQ • ALL O A 20 AMP ORANCN CIRCUITS TO W ARC FAULT PROIBCTED PER ELECTRICAL PROVISIONS C1 MM TTIN eDITIo4 rfox) . NRG flan fmR RaTIa4 • ES AMP DEDICATED LAIWRY CIROWT. • OP A ISLAND (NOT ON KITCHEN CRCWT) • DISHWASHER DISCONOCT TO BE LOCKOUT N PANEL • BATHROOM DOIALST PAN TO MAvE MN. CAPACITY OP SO CFM MNTEI64If71W FM ELECTRICAL PROAVOO OF SECTION MOO'M1 • LAUNDRY ROOM AND DMNR4NER IMCvIPRACLB 814ALL BE 11RO N 7=LLD01R4PROTNCTION -14NETDdEIRUsPTCR FOR 7 • WPM M•ETNOD SHALL BE NON METALLIC CABLE PER LBCTRY.AL PROVISIONS OF PRIOR TTN RD (2900) • ALL WORK TO COMPLY WITFI LEOTIIOAL P &ASk B OFtNE PRIOR TTu ND nmam) . O I � eNe+a wu � Le --_ w Pin =a eon PEG RESORT (O°EHVATION [RESIDWM}IAL 6/RSY EjBr WCY) 2020 T)h EDITICK 04043 LANAI LIVING ROOM PED` CLG FA , BDRIYLCLGPAN #1 'PRE -WIRED �. .� .• CLG FAN GwFPI / PRE -WIRED CLG FAN �\ II DINING in I ROOIT P - - - - - - SWITCH IN TB I I lf•I•C• I GFI L -r - _ _ = L GFI Sw 1 � OUTLET � ��� Tl FORDW rIl _RAWBE > I /� GFI O Q GF1 BUM.#4 HOOD WIRE W/ OUTLET FOR FUTURE MICRO �-•' `j Ste• S�p III PRE -WIRED V II I (`` ) CLG PAN IRA( I I L - - Jr - N I // FNQE-WIRED I / CLG FAN GFI • Pa. FOR O 8 / I V / GARAGE DOOR / i I AS RL _ E PER BLDG. L - - - J CODE _ WALL MOUNTED LIGHT Wr&UTCH IN ATTIC / I GFI / I gp 1E� � DS FIE VERIFY IL FIXTURE \i(' � BDRM•92 IRRIGATION FOYER C� / OUTLET 0 I \\�• 17 48' APP. / / \ I GARAG '' " - T PRE -WIRED . /^{ M CLG PAN _ / OPT. _________ I!-/ COACH LIGHT ELECTRICAL PLAN ALE: 1/4' ° 1'-V' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE i J-BOX FOR I OPT. PAN I I 2 I I I I 2 I I � -I I I I °L i LED LIGHTING C DOUBLE LAV. BATH 4 150 AMP ELECTRICAL RISER NOT TO SCALE. OBNERAL NOTES, A ELECTRICAL MATBIAL8 AND INSTALLATION SWILL COMPLY WIITN ELECTRICAL PROVISIONS OF TI PNQ TTN ®LION ffmfm) LOCAL CODES AND ALL LOCAL PWLR COMPANY RE PORENTS. O. ALL CONDUCTORS SHALL OR TYPE THWRHW INLEM Pimp OTN BP WNE. PROVIDE 00 AMP, 20R40 VOLT, I MASS SECONDAN' ELECTRICAL SEWAGE. PROVIDE W -1 COPPER (CU) N 1•61" DW 004MULE W PIA.. CONDUIT OR PROVIDES 10 ALUMINUM (AL) N O" DIA SCWMLE M PVC CONDUIT UNLESS, SERVICE N FRONDED BY THE ELECTRRC COMPANY. COCRDIIATE WIN 11-M ELECTRIC COM PAW PRIOIR TO OD. I I LED LIGHTING Ca? SINGLE LAV. BATH 02 PROVIDE '17T0 CU. THEN . M OU N Y CONDUIT OR S %V AL THEN • K CU N 7' CONDUIT OR 2)0 AL GZA COMBNATION SERVIOE OISCON11CT OUT04 AND ELECTRIC METER N NOMA !R ENCLOSURE "LRYIONE KRVI@ WORAANCS EOWP"M NTEMYORM 004000 TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE SILAGE W1IIAINTRANN NCS RQWP7N7' 14 CU SORVICE DROIND COMlcm TO CONCRETE ENCASED POOTER STEEL PER LECTOC LL PROVO" OF TIME fl==fTTH @1TT@L1bBtC). SAS" CIA X S PT LONG COPPER CLAD SROID ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 wvm bdealgngroup.mm AA W: 0003325 Roil # tl DL 0. C a a a IPl U13DIV. & LOTilABBOTT PARK LOT #15 BLK #13 PHASE 4B tOJECT# 04181.04B-15131 btODE% 4EBB "1828-CALI" GARAGE EVaNG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. Cj IRL�LAA A ABY>�LACR. yV AR NO �33 J SE f A 02/07/22 CAxx.- 1/4"=1'-0" I'IEET E1 I I I I I I I I a I in �I -- — I m I I I I 1 I 11 I 1 I 61-M PAN II O - I III III III r— ,'F-71 III I I L-----1 II LAV. 1 1 II I ----------------- I I I r PLUMBING PLAN SCALE. V4 • I'-m' 2 2' VTR I� .` 2 V2' �� 1 wc LAV I I 2 2 W4SHER"1.A KITCHEN 2' SINK UP AUTO VENT I �{ I V2��2�1 I�l PLUMBING RISER DIAGRAM TO A N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdeaigngmup.mm AA A: 0003328 rQ PL o cl IG aUBDIV. eo LotilABBOTT PARK LOT #15 BLK #13 PHASE 4B P1tojwT* 04181.04B-15131 MODEL:4EBB 1828—CALI" wRwca OWING* LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IB 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 CONSTMCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 'I. BATHROOM* CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE 6ECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SFIALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS ALL NAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO 11F6. RECOMMENDATIONS AND FBC IT14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTEC 4 DIP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETUR14 AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUING — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR o THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP i0 GONG. CONDENSER W/ (2)-3/16'X2' TAF'CONS LNI SIMPSON WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUMi y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO IT W/ (2) 1/4' 814T. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT. LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE NOTE. MAIN C0ND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVG SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES t0 PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN FLOOR OR WALL GOWTER&INK CO. PLUG � � SEE OPEC. BRASS PLUG �-FIttNG OR EXTENSION t0 SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUIPEC FIN. GRADE OR PAVING 1'-8'X*' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN4 NEXT. GROUND CLEAN -OUT (TYP�.) MECHANICAL PLAN SCALE, V4 . I'-0' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE NSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774$073 FAX: 407.77" 7. www.abdeslgngro up.wrn L AA M: 0003325 1 SVHDIV Ac LOT•. ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 MODXIA 4EBB "1828-CALI" GAllAGM SWING: LEFT PAOS: MECHANICAL PLAN 160 MPH EXP, C A. D"`r''p& 02/07/22 SICALe: 1/4"=1'-0" E3iISST M1 SVHDIV Ac LOT•. ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 MODXIA 4EBB "1828-CALI" GAllAGM SWING: LEFT PAOS: MECHANICAL PLAN 160 MPH EXP, C A. D"`r''p& 02/07/22 SICALe: 1/4"=1'-0" E3iISST M1 2X4 TOP PLATE PLAN PRE -FAD TRUSS 1/2' CLG. BOARD In' DRYWALL T W - SECURE ST. — PLATE TO 8LAD W/ W)d MASONRY NAIL • 32' OL. MAX Fk FLR 2X4 WOOD STUDS s24' OL. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-O' FIDERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.I.L ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE_ENG TRUSS MTL DRIP EDGE 2x FASCIA PER 1-® ELEVATIONS TYP. OH. VENTED SOFFIT I r I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM SI OR 1/2' HIGH STRENGTH CLG. BOARD I � 3 5/8. OR 5 V7' DRYWALL 3/S' TOP CHANNEL (29 GAJ 1/2' DRYWALL 3 9/8OR 5 3W METAL STUDS —IF 24' OG. 20 GA METAL TO DE INSTALLED N WALLS RECEIVING UPPER/ LOWER 3 5ro' OR 5 CABINETS AND TUB/6HCWER 29 3/S' DOTTOM GA METAL TO SE INSTALLED C4ANNEL(25 IN ALL OTHER WALLS. STUDS GA) SECURED TO DE SPACED 16' OG. AT 2ND TO CDNC FLOOR WALLS ADJACENT TO FLOOR UV 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS LLV TILE FINISH WOOD PLOOR EY V4' WOOD WOOD BASEBOARD— SCREW ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 NSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' OZ. v Cru 1/2' GYP. ILL. ISO. - WOOD SAGE — 0'-0' FIN. FLR_ a .. n. • �. 4: N W/ WINDOW OPENING —FNISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS(NON—BRIG.). D 1 SCALE: FI:ERGLASS SHINGLES WITH UNDERLAYMENT AS PER FIZR %05.U. ROOF 81-EATHING THICKNESS AS PER SHEET SKI. SECURED PER FASTENER 801-EDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C.-0' FIN. FLR `• ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE "I-16 IN ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.13 AND 1609.D.1. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE. 314'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. aO am RM I:ORAY LN ems. 2B GAS LINE THRU BLOCK euu vr.r FIEIERGLASS SHINGLES WITH UNDERLAY TENT AS PER FSCR W5.1.1. ROOF SHEATHIWA TWIC 04M AS PER SHEET W.SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SN1 PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY raaeR FAO H' U=K I COAT 1' GMI OQ PLAPIEO� %� lawvolocamow OTRJCTWRAL on P"mTLy TO MASONRY PAOT040 TO WOOD JAMS PER SAW. RTEEL PRODOOT !r T1E TwAcK OVw1EA0 DOOR J+*RorK Rca r rRa sY onala s GARAGE DOOR JAMBS D1 SCALE: I1/2'•1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER POOR 905J.1. e EA END ROOF SHEATHING 2x :LOCKING BETWEEN TRUSSES THICKNESS AS MR PER STRUCTURAL DETAILS SHEET SECUREDD PER FASTENER SCHEDULE 71� BTFFBAGC AT ALL UPRIGHTS F ER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS 9X. 2x FASCIA PER ELEVATIONS PER ELEVATION /// VENTED SOFFIT CONT, 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ WALL SHEATHING SEE ENERGY OODE POIRMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SM. SECURE PER PER ELEVATION FASTENER SCHEDULE S/S GYPSItl BOARD OR 1/2' ON SHEET BNI. B HIGH STRENGTH CLG, BOARD PRE-EWL GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS _ -- - -----REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL.:D. CMU WOOD BASE _ 0'-0' FIN. FLR ROOF SHEATHING THICKNE55 IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16093.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/a .r-o W DETH �RR 905N I:II INACCORDANCE THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesiiMgroup.com AA #: 0003326 ra ra j� c C b MEN 1BvtojzcTdf UBDIV & LOTABBOTT PARK LOT #15 BLK #13 PHASE 4B 04181.04B-15131 MODMIJ 4EBB "1828—CALI" OARAGR SWING: LEFT PAGM: DETAILS 160 MPH EXP. C IN PRINT DATL` 02/07/22 MCA=: 1/4"=l'-0" ■*1zld P D1 rm 2XS P.T. " CENTER OF DOOR HEADER SECURED WV M N' X V J-MOLT WV 4• MN fl'BEDFENT W/ 2• X 2' X VS' WASHER 4 MR OR W/ (2) 1/2' X V ANCHOR BOLTS WV 2' X 21X VS' WASHER 4 NU` SECURE 2.4 TO BLK UV ® V4' TAPCCIS I W, EMBED. S' OG. 4' END DIET, 1 V2' EDGE DIST. 9 61 216 GARAGE DOOR BUD[ 6E2IRE0 WV (6) V2' X V J-BOLT OR ANCHOR BOLTS, W/ 4' EBEDri�IT, UV 2- WAMN X 2' X VS' WASHER 4 NUT. (1) UTNN V OF TOP. (U WITHIN V OF THE BIM, ® (3) EVEILY SPACED. fie NOTES. ALL ANCHORS 69ALL Be N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 0i9E OUCH NATNIUCTIdJ6 AEE N70RN6 6TRIM&SWT GARAGE DOOR (BUCK ATTACHMENT RC41.6 Vi'.I'.A• 2X4, 11111 SECURE TO BLOCK W/ 3/16' TAMrA" (MN SHANK SIZE." MN HEAD SIZE J' M MN EMBEDMENT I V4') WITHIN V OF EACH ND E4 r' Or- MAX SPACING. 3/4" BUCK CONNECTION n oo�G TBLK� DETAIL 2X4, $!CURE TO BLOCK UU3/IS' TAPCONS (MN $WANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 r' OG. MAX $PAGING. 7X41cm SECURE TO BLOCK W/ 3/16' TAI'CON6 MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN W OF EACH 00 4 W OZ. MAX SPAGINS. 2X&: CEO SECURE TO BLOCK UN(2) 3/16' TAPCONS (MN 614NK SIZE J46 MN MEAD 6IZE 300 MN EMBEDMENT I M')WITHN V OF EACH END 4 r' OG. MAX SPACNG. 2X6. CSH SECURE TO BLOCK W/(2) 3/16' TAPCONS (MN SWANK SIZE J4& MN HEAD SIZE 300 NOTE. 6141M AS HEEDED TO MUMS JAMB (DO NOT EXCEED 114') INK CMU DRYWALL I'X4' P.T. NAILER TM.' OAS X W MN DOOR JAMB OR LODOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB OTO BLK DETAIL 2X4, 110 $!CURE TO BLOCK Ulf 1/4'TAPOONS011N. SHANK SIZE J46 MN HEAD SIM 3" MIN, EMBEDMENT I V49 WITHIN V OF EACH END 4 IV D.C. MAX $PACING. 2X6: ® 2X6, ® 2X6, = $!CURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W(2) 3/16' TAPC INS IW(2) 3/16' TAPCON6 WIM V4' TAPCOW (MN (MIN. GNAW SIZE .MS MN SHANK SIZE 145 ON" SIZE 145 MN MN HEAD SIZE 3" MN HEAD 6129 300 HEAD SIZE 300 MN S' CMU MIK EMISEDMIEIT 1 1/49 MN EMBEDMENT I I/49 EMBEDMENT I Im., WRHN V OF EACH END S' Cm WITHIN V OF EACH END S' cm WTHIN V OF EACH END IX4V2' DRYWALL 4 IV O.C. MAX SPACING. 4 r• O.O. MAX SPACING. 4 IV OG. MAX &PACNG. •' CM SE P.T. OR S/4'X4' MN IR' DRYWALL V2' DRYWALL I*' DRYWALL EXTEND TNr4.' INTO FRAME 4 P.T. SEC RE ❑ 2X8, RE IX&DEC MT ❑ EXTEND !-V4' INTO P.T. NAILER SECURE TO BLOQC I'X4' SECURE TO BLOCK I'X4' 6EGAE i0 BLOCK I'X4• BLOCK W/ 3/r' WK2) 3Ai' TAPC" P.T. HALER WK2) 3/16' TAPC" P.T. HAULER UV(2) V4' TAFr." P.T. NAILER TAPCONS DOOR CASING MN SHANK SIZE J45 V16' OSJS. X 4' MN (MN SHANK SIZE J45 DOOR CASING MK SWANK SIZE JCS MN SHLAW On 145 MN MEAD SIZE 300 MN MEAD SIZE A0D MN HEAD SIZE SW 7/6' 04& X 4' MN MN HEAD SIZE 300 MN EMBEDMENT I V4'J DOOR CASING MR EMBEOMQR I V4') MK EMBEOMENT 1 V4') MN EMBEDMENT 1.1/4' W ITHN V OF EACH ND WITHIN. V OF EACH END WTHN V OF EAC14 END DOOR CASING WITHIN V OF EACH ETD DOOR JAMB OR WINDOW 4 r' = MAX 4 r' Or— MAX 4 r' OC, MAX 4 r' Or— MAX SPACING ATTACH TO 2X PER S"ACM DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAIL$. ATrACH TO 2X PER DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAIL$. MA FACTURES DETAIL$. MANUFACTURES DETAIL$, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" s �NVQW TO BLACK +3/4" OR +5/4" 2X4: m &BOURN TO BLOCK W/ SAW TAPCONS (MIN. SHANK SIZE J48 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') W714N S' OF EACH END 4 WOG. MAX SPACING. 2X6: SECURE TO BLOCK W1(2) 3AW TAPCON& (MN &WANK SIZE J46 MN 14EAD SIZE 300 MN E'BEDMENT 1 1/4') V CHU WITHIN V OF EACH END 4 WOJ:. MAX SPACING. VJ' DRYWALL 2X6, ® MAI !CURIE TO BLOCK P.T. NAILER W92) 3AW TAFrXNSN DOOR CASING MINSWANK Slg .M& . MHEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WTHN V OF EACH END 4 r' O.C. MAX SPACM. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFAGT13ES DETAIL&. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" n -OW TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 114•) DOOR JAMB TO BLACK +1 15/16" r1111R01i TO HIACK +1 15/18' 2X4, SECURE TO BLOCK UY SAW TAPCON& MN SHANK SIZE 148 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 V4') WITHIN V OF EACH ED 4 r' DC MAX &PACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 8EOURED SECURE TO BLOCK TMURCUGMI NON-STRUCTURAL WIM 3/r' TAPCONS JIM' TAPCON MN I-V4' (MIN. SWANK 612E .146 E'BEDMMB4r INTO, BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WTHN V OF EACH END S' CMJ 4 W OG. MAX &PACING. L12' DRTYIN.L ❑SECURE t0 BLOCK 1'X4' WK2) 3/r' TAPCONS P.T. NAILER MN 8HI.AWK SIZE J4& DOOR CASING MN MAD SIZE 300 MN EMISEDMOJT 1 V4'1 WITHIN 6' OF EACW END 4 r' Or- MAX SPACING. DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +2 1/4" y�Qs TO BLACK +2 1/4" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3' rlallNwx 'IVT Ernce aV" 2X4. I® SECURE TO BLOCK WV 3/16' TAPCANS MK SHANK SIZE Jos MN MEAD SIZE 3" MR EMBEDMENT 1 1/4•) WTHN V OF RAC44 END 4 r' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MST BE IX6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 11102) 3A6' TAFr," 3A6' TAPCON MN 1-1/4' (MN. SHANK 812E J45 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN EMEEOMENT I V4') r CMIJ WTHN V OF EACH END 4 r' O.C. MAX 6PACNG. 1W DRYWALL 2XS. ® MW SECURE TO BLOCK P.T. NAILER UV(2) 3/16' TAFr." (MK 6HANC SIZE J46 DOOR CASING MK HEAD SIZE 300 MN EMBEDMENT 1 V49 WTHN V OP EACH END 4 r' OG. MAX SPACING DOORJAMB OR WINDOW ATTACH TO 2X PER NOTE: 6FIIM A8 NEEDED f0 PLUMB MANUFACTURES DETAIL&. JAMB (DO NOT EXCEED V4') 2N0 2x 6[cIJIE TO 6TRUCTURAL N'IpipER UUK2Md WITHIN S• Q EACH END 4 6' TO 6' OG. MAX DOOR JAMB TO BLOCK +3" olitl, Px TM HTIW.Y +A" NO1E, 61WM AS NEEDED TO PLUMB JAM! (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/18" Off* TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK UV 1/4' TAPCONS MN SWANK SIZE .WS MIN. HEAD SIZE 300 MR EMIBQDMEHT 1 V4') WITHIN W OF EACH END 4 W 04:. MAX SI"AGNG. 2X6, cm BECIUIE TO BLOCK W/(2) 1/4' TAPO" MN SHANK SIM .146 MN HEAD 61ZE 300 MN EMBEOMENT 11/41) WITHIN 6' OF EACH END 4 r' OG. MAX SPACING. 2XS, 1=1 SECURE TO BLOCK lUN2) V4' TAFC4" MK SWANK SIZE J45 MN HEAD SIZE 300 MK E'IDEDMENT 1 1/4.) WITHIN W OF EACH END 4 IV = MAX SPACING NOTE. STRUCTURAL 2X MUST BE ON =SIDE 4 SECURED THROW" NON-STRUCTURAL 3/r' TAPCGN MN 1-1/4' EMBEDMENT N70 BLOCK L_y 6' cm ❑ I'X DRYWALL 1'X4' MY. NAILER n I' P.T. X 4' MN T4 r DOOR CASING DOOR JAYS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PUMS JAMB (DO NDT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" y�NDR0W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.Wwm L AA #: 0003325 F4 gF F0 yy m ''•yQJ2u- E � It O a URDIV & LJoT2 ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 11EODZ U 4EBB "1828-CALI" GAM,RAQZ6 BWING2 1 LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERB E EXPIRATION DATE 21473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 11473.1 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 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.9 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 104562 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 1Z/8/2023 1044665 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 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 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 19644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/19/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 GLOBAL PROTECTION PRODUCTS SHUTTERS STORMPANELS 2020 FBCR 12/31/2022 CLOPAY BLDG. PRODUCT CO. EM. DOORS SECTIONAL 2020 FBCR 12/31/2038 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 E CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/32/2022 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/32/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20462.9 THERMA-TRU EXT. DOORS SWINGING single IRe EXT. DOOR 2020 FBCR 12/31/2022 2075862 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/32/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.2 JAMES HARDIE BOARD ARTISAN 2020 FBCR 22/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 23265.1 JAMES HARDIE BOARD SOFFIT I020 FBCR 12/31/2023 3031042 IKO SHINGLES 30 YEAR 2020 FBCR 22/32/2024 258.2 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 FL 1S272.2 RS ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y �p ID a 8 ABBOTT PARK LOT #15 BLK #13 PHASE 4B 04181.04 -1 131 iJJr zone 4EBB "1828-CALL" LEFT ]PAa3k PRODUCT APPROVAL LISTING 160 MPH EXP. L ARNO OFM J 02/07/22 MA&M 1/4"s1y-0" dNoiT D3 FwFCR•BD CONTROL JOINT PLAICE OF CONTROL JOINTS Td OC WIRED TIED TO LATN • 1' = MAX (VERTA. NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES{V X' LEG MAY m UWE) TO TOT. SECU E CONTROL JONT DURING INSTALLATION —� PASTG$RS TO NC SPACED • r' O.C. MAX VERTIC.Y.LY �- //-- %' THICK S COAT CEMENT \ / PLASTER URB LAYER 9, FORTFBER / BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERTJ OG- MAX AT SUPPORTS UPS LAYER 1, STUCCO WRAP LATN WALL BE CONTINUO@N11 THROIYaH JOINTS BUT BR eraP go y,TED AT EACDE. IDE 2X4 BLOCKNS RR ASTM CPLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON I�TENERB FOR LATH TO BE NAILS ORS STRUCTURAL STUD STAPLES N COMPLIANCE UV ASTM Cali T 2. UW E TIES TO BE (NO. 0) 00415' NUPE L� S. BLOCKING SHOSN MAY BE N ADDITION \ TO WALL STUDS RECUIRED PER PLAN "M" TYPE CONTROL JOINT Ol TOLD NYNO • PT. A aF0.D Ow.A WMIO• Pf. A A. eprl6w . Pr. e X CVMAW • PT. e e Orm, .T OL POND INIIAIO • PT. A 2.cw.Aa•n.e TOLD A• kk ® l POLO IIAIHIaD • P(. A ♦POLO E 1. COVIIPh. CNOTrOM RANSS INS IW Y� 0 .DASH YATIR . eeAL PDLD, Iffi AYJL Bur. K D COAT CAM W ER ORAMEE Vr 2 COAT FLAe1W11 (CI•a LONG PAPER (PRAM ONLY) 8 LAYER % ICCO ~nwRR ONLY) • LAYM OF SULOM TRAP Ill NALM PLAW& STOP ESL Ai i i ANOW CWT ——P%"OROL UXiSROR •p[ a+6 LWLL RAPM %y COAL) R.NNND (INN el/ R.ANMEATeO TOM CP NOW. WALL INreRNOn" b1M APPROVED OINLDN6 WRAP WALL = LAPTRP A MN111P1 OP r • VERTICAL LAPS (ROLL 4'.4' MY -ADHERING MEMBRANE 1 FLAWING rCOM�ATIBLR uu NOUN 7� ENDS) A r' • LAPS TIVIIII OVER ALL NEED TO 9 NEED TO BE TAPED LATH VERTICAL LAP TO DE r Ate, r�Ep OM POWGEAME WITH( PORTBER WEATHINSs TAPE � / r OR LReB PIPE / \ PENETRATION \ I' MW. LAP • MPTLL LATI \ pC X X X X X X �— Off AND OVERLAP ONE SIDE OF--/ ULF-ADNRRNG MEMBRANE 17 METAL LATH PLANING STEP 01 =,—. COAT CEMENT STUCCO WWP I �5�7 AP eeLOW . / METAL LATH WO LAYER -2. I WRB LAYER 9. FORTPRSTiR BUILDING. PAPER BUII.DNG PAPERTPIDER/ _ NJUYp M. — erucco utRnr WOOD SHEATHA'YA INSTALL FASTENERS (CLIPS,— ( STRAPS, STAPLES) AS /+ REOURED TO 6ECURR PIPE/ WINE TO FRAMING r nN Lg1N uP, r D.iR 2 PAPER LAP SCALE( I vt'.r-Ar LLL LAP ® KICKOUT DETAIL hOTS, SIDE LAP6 OF METAL M-46TM BASES SHALL BE SECURED TO THEY SMALL BE TIED BETWEEN SUPPORTS WTH 0A9418•N (L21•1111) UM AT INTERVALS NOT MORE THAN R' (228-MMA AS PER ASTM Chi T�REPAIR OF TEARS N ORB LAYERS, TEARS MAY M PATCHED WRAP TAR PER MdNJr. SRC. OR PEEL N STICK SHEAriNNG STUCCO • Lg1M • PAPlR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER Nx�nvnllel L Sr_rm Z 5'X5' 'L' TYPE CONTINUOUS L z GALV. METAL FLASHING L (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. 6'slW SELF-ADNERNG MEMBRANE FLAWING (COMPATIBLE OF HOUSE MAP MATERIAL) OVER 4'x4' SELF-ADHERNei MEMBRANE F4bHNG OVER APPROVED HOUSE WRAP. FLASHING, TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 1l.t STEP 02 SELF-ADMERNG MEMBRANE sPLASHING WS LAYER I enNcrn uNSAP WO LAYER 91 POWPBRR BIULDNG PARR METAL LATH 61.6' SELF.A016E11N4 MEMBRANE R-AWNG OVER 4'aW 6ELF•ADFEWY MEMBRANE FLASHING OVER APPRROVED HOLM WRAP. �Ya TO EXiRID INTO PIPE 41p4' W.LF-ADHERING MEMBRANE FLAWING OVER APPROVRP No= IURAP. X' CCNr. BEAD OF SEALANT INSTALL APPROVED WOUSEWPAP AIR INFILTRATION BARBER OVER SNEATHNS ELASTOM A C COATING OVER STUCCO/ CN. FNIW (601 TIT WALL UCTIOW SECTION PER SECTIO Exterior u RW aYN Portland Exterior comply offth malMcamerA plaster shell comply with apphcafin requremeRs of ASTM C 92618b. Installation of exterior adit and fremnt shall cam ply with ASTM C 10631 its, or ASTM 1787. LEGEND DRAINAGE PLANE (WRB LAYER "i STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER —•--- — — — 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 R"103.11 / ASTM C-84-1-14a, MIN. 2.5 L58- PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 w .abdeslgngroup,eom L AA 8: 0003325 A � F 5 BtMDIV. Se LOT: ABBOTT PARK LOT ##15 BLK ##13 PHASE 4B PROJECT# 04181.04B-15131 UDDELs 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(G) AND BOTTOM FLANGES OF NON -MOVABLE FRAI'ff OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE � TOOLED 60 AS TO DEFLECT . N WATER AWAY FROM JOINT&. 2NON-MOVABLE E-Z BEAD ALL AROUND .,X VENT -APPLY SEALANT ALL JONT& AND INTERSECTIONS V1 APPLY SEALANT AT PERIMETER OF BACKER ROD FRAME AND STUCCO ON ALL SIDEB, Yi CAULKING • JOINT ALL AROUND I I PER SECTION ExWW lethlna and PMsb lna BACKER ROD I Exterior use of Portland cement plaster shall comply with the application - requirements of ASTM C 92618b. X.. 1 j Installation of exterior lathing and framing shall comply with ASTM C 1053-19a, 4 or ASTM 1787. WRS LAYER 01, STUCCO WRAP r -- HOODED VENT j' THICK 3 COAT CEMENT PLASTER METAL LATH WKS LAYER 7, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) 11URM01101 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PFiEMANUP. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDN6 PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESNE— FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, KTB. ELEC. METEF VERIFY LO HfCC.,N I V I�CI.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON RASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LANkBER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNCs N APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP •ter HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 6 GRAC FELT -PRO SEALANT A JOINT! INTERSEC WOOD SHEATHING SIRS LAYER 9, STUCCO WRAP 0105 LAYER 12, FORT FIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL e•r O.G. MAX A016118N! FLASHING, CLEAN MABOSRT GClORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK. WRB LAYER P, STUCCO WRAP STEP #1 e APPLY 60 MIN _ GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 S' WRIS LAYER •I, STUCCO WRAP �- WM LAYER *2, FOWIFIBER BUILDING PAPER STEP #4. 66TOMERIC ATNG OVER CCO/ C.V. FINISH E TYPICAL WALL :TION) AL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 ww W.abdesl8ngro up.com AA k: 0003325_.._ J F F ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT 04181.04t-15131 1[ODEIi 4EBB "1828—CALI" OARAOE ISWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PpIlAoz/or/zz sxEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER -- — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 12' 4- CORNER BEAD (FASTENER 4 SPACING c l' O.C.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 ww .abdesigngroup.00m AA N: 0003328 m F >w Q � a ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 MODEL: 4EBB "1828—CALI" GARAGE EWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C well DAB 02/07/22 sCALM 1/4"=1'-0" sIiEET WA3 LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR —1/16' ZIP WALL SHEATHING SELF—ADHESIVE FLASHING — — — — wDOO OHeTIaUCTION uvmoayc0 V— Woo aw"THNG WEATHER �SIeTIVE BARRIER \ SARRIEERR RViEele- i /r/ SIDNS , ` 6• BELF•ADHERNG uw6 RlVIAL . r �� 6• eeLP-A,oIfRldHd� PLASFIMO I RE816TNE 6TARTER \ 04WWEATIMR DARIlER , WEATHER IRlE"TIVE STRIP MARmaw RbJG PLASNM6 ` OALVV METAL 6AALVO FETAL 'i' FLABNNG W FLA&AM6 ,Y..V..awn— p Pop �TRIM g IW'��Iff7i r I Y' 16' SIMULATED UUbOD TRH M Mm m OR APPROVED ORALA14T SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION to WOW TRIIGTION �— 9EYG•D WOOD SHEATHMG UFATHER RE"TIVE BARRIER, WEATHER RESISTIVE BARRIER a �1(�' x TI�,LA o QING ISO`ARO ,' r ` 6• DELF-ADFERIIJG A BATTEN / 4. PLADNM6 `R.A�61•NPNC.4DFERN6 _. ; DER RRESISTIVE STARTER STRIP ' \� �SIbrNg ER SAMI`LASWNSwLp-ADFIRnn ` — = OALV'D METAL METAL 'T PLASNM6 Z' Rga W PLA eHMs HARDIE TRIM "m 'L EELEEVVATTIM OECQ v / \ r HARDRE TRIM PER ELEVATION \� / OR APPROVED GRALANT CAINNS SIDING TO STUCCO ® BLOCK TO FRAME �A TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes*igroup.com AA S: 0003325 RIM C o SuMm. Ac MEOM ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJSCTTIT 04181.04B-15131 MODMIA 4EBB "1828-CALI" OARAGM DWING: LEFT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C FLM/k M O silo m 02/07/22 sCALM 1/4"=1'-0 SHSST WA4 APAEAEE S® CARE�SHOULD BE TAKEN N KEERINGTHE VENT PROPERLY C 5" AND TR' ALIGNED. VENT PIPE IS SEALED IFUTI iTFn. NAILNIPLACE SHOWN IN 4"GALVANMED USING I-- NAILS AT EACH CORNER. R—OCEMENT PREMMIIGN SHOULD SE APPLIED TOALLSHNGYE EOGES NEAR THE NI CUTER EDGE AND ARGUND THE ENTIRE PERLMETERAS CUTOUT THEGOOSENECK VENTOPENINGNIHEROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENINGIN ACCORDAWCE WRNIHE CHART SHOWN. N THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTIONZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES BEING CONNECTION INSTRUCTIONS. DONOTCUTNTOTRUS9 SORRAFTERSWHENCUTTINGTHE OPENING IN THE RIXY REMOVE NTERFERNGSHWGLE NAILS AROUNOTHE PERIMETER OF THE OPENING SOTHATTHENAV PANGE OF THE VENT LAYS FLAT TO THE RCOF'SHEATHING 9UDE THE Af TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLOW THE BOTTOMVENTFIANGESTOLIYOH THE TOP OF THE SHNGYES. L.—II ROOF HOOD 6GAL t VENT DETAIL LeE OP WNW OPB4NG APP-14MO N010114411AP OVER GIEATHMG OVER 110 ST= WALL STEP 1 NGTALL i'— GELF-ADHERING PLAWStl OVER NAILING PLINW JAMBS S)RSNDLNIN6 MN I'BELOWL PL=ISL GILL PLASNMG DO NOT SEAL SOrtOM RN Qyim TEMPORARILY PIOLD-UP • SEC NOR1x~ (a TUDC PLAP IA® A4 MEAD POLO HOWIEW N AT JAFOS i SLOPE GILL R INSTALL a' SELF-ADNERM �� PLASNNG /MT14 END DAIS) NAILING PLANGE R.AGHNG INSTALL VNYL CAP ALIGN PLAGHNG W IN, SDGS OF SILL MO. M50- GCAL LY FA MIIN FAMED EDGES. (CAP NAILS, GTAPLES) NGTALJ. OU IOW PLE)IRRAP A► TI FLASNMG AT TM DON . TAPE DIAGONAL CUT 4 ACROSS WAD CP WINDOW PLUMBING VENT DETAILS SCALE: N NISTALL A' IWI ADNSSIVS — MACRED KAXISLS PLAMEG MAMMAL OVHR DRIP CAP JOIN fpwmC70-INNS' OT•MxL a KJWv) STEP 7 STEP 8 '11� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NT5 3fi"WIDE 50p OR HEAVIER OHEEAAVERVIERHNG FELT UNDERLAYMENT ASPHALT ROOFING CEMENT 6"OF CENTERLNE ft CLIPPED CFF CCRNERAT 950ECREE' FROM VALLEv CENTERLINE IT 16 T1E CONTACTOR6 M$PCNISISILTY TO VERIFY ROOF VALLEY DETAIL WOUiLMP. GBALYOF ALLPIGODUGTSINCLwMG H4E COMPATIBILITY IBILI Y OF J L PRODSCAUCTS LE: NTS FLABNINID MATERIALS USED DURSIG CC WTM=rk)N. . INSTALL ALL MATERIALS PER MANIFACrMP% MSITTSN GPECFICATIGM SEALANTS MAY REACT ADVERSELY P NOT PATeLE. 40=11 AND SEAL JAMB TO SILL JOINTS WITH DONS It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHCWN SHALL BE MTPLEMENTED AT ALL WINDOUX) WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY CM EW (OI EQUAL) SEALANT . pR'IDOUVCI'a JOINT. FUND APPLIED FLASHNG(LANCO UMTE-GEAI. RC-86 OR EQUAL) SLOPE SILL TO Ex G. PLASIIMG AT EXTER70R IN'IDOWe AND DOOR OMNOS GNALL SE INSTALLED N ACCORDANCE MTN MANFAMINK 'S NGTALLA71014 NMINIXTIONS AND APPROVED METN= U OP POO R-Im3A U IN ACCORDANCE MTH PSMOTRATION K~ACTURER'S NGTALLATICN AND PLAOHNG NSTPMTIOPIS. UIAPINI SEALANTS MAY REACT ADVERSELY F NOT COMPA7I1SLE, WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN 6LVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407.774-0078 y .aedesigngroup.00m AA#:0003328 WIN S A sVHDIV. SitLAT: ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 LSODELA 4EBB "1828-CALI" GA1tA0E INWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C \\ \ 2x6 SUB-BANb W/1'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/6' TEXTURED FINISH ® WOOD I `� 1/2' TEXTURED �I FINISH ® CMU / �1 / METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) METAL FASCIA WRAP 2x6 SUD DANDJ m (9 FLAN B �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY ` ROOF DECK (BEYOND) \ DRIP EDGE, 1' OFF WALL _ )NOT INTO STUCCO) \\ \ I '1/&' TEXTURED FINISH I WOOD, 1/2' TEXTURED --------------------- ��— // FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH • (Z)ELEVATION END' WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL )4N A -1/8' TEXTURED FINISH • WOOD, 1,2' TEXTURED FINISH 0 CP11 x x x x .' -METAL LATH x x x x x .. .WOOD SHEATWWz x x x x x x OR CMU WRB LAYER h, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x URB LAYER 02, FORTIFIEeR x x x x x x x x x x x x x BUILDNO PAPER (FRAME ONLY) x x x x x x x x x x x x x . ROCFNG CM"IEP7T x x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x METAL KICK OUT x x x x x x i I PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/I2d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I1 'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x :.:'l" x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ; x x x x x x x x x x x J .. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I I x x SUB BAND DETAIL ® WALL WWKICK— OUTOUT 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/I�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vj'x4' NOTCH O END, WRAPPED IN PEEL 4 STICK *ROOF- CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774-4078 www.abdeaigngroup.mm AA #: 0003328 1 o a 64 F IAT:ARK 5 3 4B 04181.04B-15131 MODEIU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DA Z: 02/07/22 scAL.E: 1/4"=1'-0" SKEET WA6 90 'tal-A. 28'-B" T-6" 36'-2" ` TOP OF SLAB 60 IA y —7 — — 1 — FM-12X12 FM-12X18 4"CONC. SLAB F-24X24J 3 1/r LL iv EXTEND FM-12X18 1A 1 4" PVC SLAB 1 1/T ,I\��CHASE ` TOP OF I SLAB Ix n I U 1� 1, I d to 1 IL +5 1 /2" I I 4" 17'-8" 2'-8" I • 3'-0" 5 I I . ILL o I I EXTEND 1 to 2 to SLAB 11/2" ,1----� SIM. •1 .1 �_ FM-12X18 I� ri 4" CONIC. i SLAB 51/21' 1 3,_5^ 1/r ILL Im °- �31@" i 71/2 1A 2 0 J 11 6 IM. 1.1 _ 1 1A 1 MC-12XIS FM-12X18 FMC-12X18 4 F L t.l FM-12X18 1.1 J 4 1.1 1.1 2'-B" 18'-0" 2,-8" T-10" 10'-2" 4'-4" 14'-W 21'-4" 39'$" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-d-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 Q" 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.EINDICATES #5 BAR, MDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =361, 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,XXPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-O" OIC MAX. SEE PLAN FOR W WNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7ttl EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1d' - (2) #5's (+)d'.d• FW12X12 17 CONTINUOUS 17' (2)#55 +d'-d'FM-12x18 17' CONTINUOUS 16" (+)" FMC-12a18 17, CONTINUOUS 18' �(2)*Vs (2)#5's VARIES F-24z24 24" 24" 17' (2 (-p-4. FOUNDATION PLAN SCALE: 14' = V-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744,078 FAX: 407-774-4078 www.andesigngroup.com AA #: 0003325 m ## uZ10 IL It 0 m W S 4 -- - -" BVHDIV. & LOT ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 MCDZU 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DAM 02/07/22 SCALE: 1/4"=1'-0" s7iEET sl MIN EACH WAY MONOLITHIC FOOTING y STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •T� °e CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND P •P. S _ SPACING REQUIREMENTS SPACING REQUIREMENTS IRECESS GARAGE DOOR g o m . r -L�FM. 11 8" CMU WALL ,� 8" CMU WALL .. 1 CORNER BARS, SAME SIZE AS LARGER BAR a' A m f Y l IN FOUNDATION WITH III'LEG EACH -0„ TOP OF SLAB <oI WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB .. •.~' • I MATCH AMOUNT OF CONTINUOUS BARS • °I�>. CURB FOR • • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. . " "• - VARI S• . •. SEE SLAB SCHEDULE TOP OF GARAGE '5 � I '" CONTINUOUS STEEL MONOLITHIC 1 MASONRY - UNITS SET EXT. PORCH, LAB 4"CHAMFER (1STORV) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY ) #3 18" EXT. PORCH SLAB 4" CHAMFER (lSTORY) W/ 1/2" ISOLATION IL_,�, 7 FOOTING REINFORCEMENT SEE SCHEDULE ti. AT ELEV: 0'-1' F JOINT (WHERE APPLICABLE) SEE satEn. c #5 3tl S 6" CHAMFER (2STORY) JOINT (WHERE. .:a APPLICABLE ° SEE SCHEDAc ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING Fat W'� B^R Snc 3g, h AND BAR QUANTITY Y Fat W". BAR SITE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h AIO BAR WANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #� 4r EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 GARAGE SCALE: 3/4"=1'-tl' q CORNER BARS DETAIL 4 DOOR OPENING O SCALE. 3l4"=l'-a' SCALE: 3/4"=1'-d' (1) #5 REBAR VERTICALLY Wl CONIC. POURED CELL C a a, CMU 5 #4 REBAR @24" O.C. CENTER OF LAP TOP PLATE A MIN. OF 48"---_-.� $ SLAB AND NAIL W/ 16d COMMON 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 2!NAILS, i z rc LAP TO OCCUR OVER STUD OF WALL W/ LAN 60 � I I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/SYP — NEW REINF. BAR No 2 STUDS SEE PLANS FOR IY SECUREDWl2-PART SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W! 4/F 2" CAPPED EPDXY. MIN. EMBED I TO BE PT. PROVIDE DEL. TOP i/2'kB" WEDGE ANCHOR W/ 2' h I 4 4" CONC., REINF. W/ GALVANIZED PIPE S 8", UNO PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ ifi" OU y 6"x6" #10 WWM1 ON W/FLANGE @ BASE p FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. .I 6-MIL POLY ETHYLENE _ SPECIFICATIONS FOR USE AND I BTM AND TOP PLATE 52 a VAPOR BARRIER ON 5 • I• WELL § $ PREPARATION OF ANCHORS W/ 10dx 11/2" -COMPACTED • C P HOLE. COMMON NAILS FILLALL . CLEAN FILL TERMITE HOLES, DO NOT USE tOd 1 l 1 TREATMENT SHALL BE BORA-CARE SECURE FLANGE TO SLAB 1/4" X 2 1/4" x 3" SLAB SCHEDULE TAPCONSONS Ok a yo�Q- (2) CONT. #4 REBAR [SEE `- r •.<� P' O TOP OF SLAB .' � . a • , •, 2#5 REBAR ON CHAIRS ° () 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) 12" MIN. DEPTH INTO w 2,000 PSF VIRGIN SOIL OR 96% a • #.a VIRGIN OR ENGINEERED SOIL COMPACTED SOIL M SLAB HEIGHT LESS THAN 11' PER PLAN EO. EQ. SEE SCHERAE EXTERIOR MONO DEEP ADDING BAR TO FOR BAR0. ARBIZE "�°�Q"A"T°" W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL efFOOTING `� (� 7 SCALE: 3/4"=l'(Y' (W/ UPLIFT) SCALE 34"=7'-tl' SCALE 34"=i'-a' SCALE:3a''=1'-a' LAP TOP PLATE A MIN. OF 48' AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4"OC BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" � LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED ill NAILS, 2-ROWS, 4" OC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING IA WALL W/ SYP No 2 STUDS SEE 2x4 OR 2.6 WOO] BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE g PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 12" O!C STAGCCfRED. PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL w ADDITIONAL METAL 12" O/C STAGGERED. ADDITIONAL METAL $ EB 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 Ira'• w 8" CMU FILLED CELL(TYP.) b TOP OF SLAB . I• �` LAB BEE SLAB SCHEDULE 2X WALL FRAMING + " BEE BLAB SCHEDULE f SEE SLAB SCHEDULE DIA. BOLTS 5" TOP OF SLAB � � . � 2 � ENT I MIN EMBEDMENT MINIMUM EMBEDMENT INTO 0' • i "ISOLATED" COLUMN PAD ! GROUTED CELL, 4" FROM ENDS AND `� TOP OF SLAB C b ° . CENTERED UNDER AND 16" O.C. VERTICALLY MAX • • _� •• ICAL �? POURED MONOLITHICALLY WITH e .� ' � � �— _ _ FOUNDATION AND SLAB SEE SEE SCHECILE O / FOfi WwD, BAR BAR SI2E EQ. EQ. SEE SCHECULE FOR W4), BAR SIZE AND BAR QUANTITY 1 /A.L/ AND BAR QUANTITY FORV .BARSIZE ANDBARQUAWITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 6 9 10 SCALE:34"=1'-a' 11 SCALE:34"=,'-a (NO UPLIFT) SCALE: 314"=1'-a' (NO UPLIFT) SCALE:34"=,'-tl' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdea7gngroup.com AA #: 0003325 ZZ O SVHDIV Ae IAT: ABBOTT PARK LOT #15 BLK #13 PHASE 4B IF 04181.04B-15131 aioaE:.: 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesWAgroup.com AA #: 0003325 ra F® m ID a C aysaiv & LIVOI ABBOTT PARK LOT #15 BLK #13 PHASE 4B pRoaaCTO 04181.04B-15131 MODZU 4EBB "1828-CALI" GARAGIC' SMUG: LEFT PAGZ: DOWEL PLAN 160 MPH EXP. C 32 DA 02/07/22 =*.LM: 1/4"=1'-0" s1.2 N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10 HOOK - GROUTED BOND BEAM g CLEAN OUT REQUIRED C FOR INSPECTION 0'-0' FIN. FLR. .4 TIE ERTICAL REBAR ... ° • a • TO HORIZONTAL .°.: REBAR W/ 10' HOOK BAR SIZE 48 8AR DIA #4 24" m #5 30' #8 38 #7 47' HORIZONTALIVERTICAL REINFORCING 0 SCALE: 3/4"=1'-0' EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED 2 CELL SEE PLAN FOR SIZE AND 5 SPACING REQUIREMENTS O� b s 8" CMU WALL �--^�q. os. . I OH OF SIAH ' EE SLAB SCHEDULE 4'• CHAMFER (1STORY) I BAR SIZE 48 BAR DIA 8" CHAMFER (2STDRY) #3 18" #4 24" MATCH STEEL #5 30' REINFORCEMENT 3 6„ PER SCHEDULE #7 42' SEE SCHEDU.E FMB BAR E SIL AWBARARI PVC CHASE THRU FOOTING 4 SCALE:3/4'=1'-0' JG REINFORCEMENT PER SCHEDULE #5 BARS a W 1'd El > O�! CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMB SCALE: 3/4" 1•-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com AA #: 0003325 IL r fill] O SVSDIV. do LOT. ABBOTT PARK LOT #15 BLK #13 PHASE 4B PItOJ=CT1p 04181.04B-15131 moDEla 4EBB "1828-CALI" GARAGE AWING: LEFT PAGE: DETAILS 160 MPH EXP. C 4ARA. X9* LNO PRINT 02/07/22 DATE: !/CAL=: 1/4"=1'-0" i!i=ET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI(9)10d x 11,7 HOG 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/Z" 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 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 (v 11 SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1)#6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ..�..� ".. ... 8F16 MIN 1T/0M/18:"...,- 17'4" BTM. OF LINTEL 0 T-W ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774+1078 www.abdwlgngroup.com L AA #: 0003325 ro 0 �o u7 S A 4 SUSDIV. & LOOT ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT* 04181.04B-15131 moDXIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C IF A. MCUCHACPA AR NO W70 � DAM 02/07/22 SCALE: 1/4"=1'—O" si'LEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH - COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' N69 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. d e� NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM 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 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. c F = FILLED W/ GROUT U = UNFILLED NOMINAL WIDTH � # OF #5'S, IN 2ND BOND J1 BEAM COURSE NOMINAL--" 6-1T/1M/0 HEIGHT # OF #5'8, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- iTlIMM8 INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM AND XFXX-1TOW0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW -11 PRE -CAST '.31AV WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/Z'=1'-D' BOND BEAM #5 TYP. 8'k18' m BOND BEAM 8.16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ..�: 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 W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR =WDTH OF DPE"'"G-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE i L SCALE: LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4-) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4"-V-0" SINGLE 05 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 1 4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 ww .abdesigngroup.wm AA #: 0003325 m m u� O ypA� y�pB R aveaiv. & LOOT: ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 1[oaElt 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C "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 MW e-1T 1T 1TA6 1T= -1T TYPE LENGTH PLAIN 8/8 SOLID TYPE LENGTH &S-1T 61161T Y2D-1T 8R4-IT MS -IT &W-IT WiS 6.1Tn 1Tn rrrls 1Tn -1Tn 6B-2T 811W MOO 80242T 812&2T &W-zT 3'$' PRECAST 1438 OR 3114 4217 5321 sm 7531 3'-0' PRECAST 689 1024 3'4' PRECAST 1509 3524 4394 sm 6132 70D1 y� 6113 am 770E 9031 10000 1509 3624 4394 5263 6132 7001 4'-0" PRECAST 1085 700 2305 3125 394E 4a W4r PRECAST 514 763 4'-0' PRECAST 1369 3060 3e15 4570 5325 807E 1901 6113 7192 8524 7627 Mlsay 6751 1363 30s0 3815 4570 6325 GD79 4'4' PRECAST 819 533 17t0 24M 3093 SM 4300 4'-0' PRECAST 398 591 4'-0' PRECAST 1207 2582 337E 4043 4711 5379 ton $743 7547 0752 8541 7586 1207 2707 3375 4043 4711 SP®R 641, PRECAST 931 1247 1999 2660 3123 3688 4219 5'4' PRECAST 411 411 5'4' PRECAST 1016 law2374 2944 3513 4084 1319 4460 7190 7342 578D 826e 1016 22M 28M 3300 3961 4064 VAT PRECAST 617 1024 1631 2DOD 2NO 3009 $470 b-10" PRECAST 340 339 b'-10" PRECAST we 1490 1971 2443 2915 3967 11e1 380 5877 em am 677e 929 2060 2593 3107 3620 4133 6'-8' PRECAST 892 1139 3227 3031 3707 4383 5061 8'$" PRECAST 410 721 8 6' PRECAST am 1201 isle 1e55 2332 2709 1130 3227 48e8 7064 1DOW e825 835 1s88 2329 2790 3251 V12 7' 6' PRECAST 570 We 240 Me 20M 3191 36K T-8" PRECAST 303 b34 T-8' PRECAST 716 ODD 1181 1462 1743 2025 on 24M 34M 4664 .7067 ea7z 727 1824 2025 242e 2827 3228 9'-4' PRECAST 429033 1593 2204 24e1 2816 2821 9'-4" PRECAST 192 384 9'-4' PRECAST 454 Ses 787 94e 1129 1310 We 1674 2296 3061 4099 4689 572 1318 1643 19N 2164 2519 10'4' PRECAST 388 467 1247 17s7 1904 2163 2020 10'-0" PRECAST 151 301 101-6" PRECAST 356 468 612 755 see 1042 s0 1407 1897 2781 3222 3784 OD4 1180 1472 1763 1710 1980 11'rt• PRECAST 930 544 1312 1742 2252 2668 3830 11'�' PRECAST 132 417 11'-4" PRECAST 430 406 s30 ass m 872 544 1312 1742 2252 2868 3552 486 1042 1372 1843 1470 1710 12'-0' PRECAST 507 1210 1600 2048 25M 3191 17-0' PRECAST 111 370 17 0" PRECAST 383 308 476 5s7 BN 783 607 1210 1598 2D48 25M 3171 440 940 1300 1500 1314 1476 13'�' PRECAST 270 433 10" 1385 1732 215'7 256 13' 4" PRECAST 82 298 13'-4" PRECAST 306 303 303 484 95 us 414 1046 13s5 1732 2318 2606 300 760 1057 1312 1071 1203 14'-0' PRECAST 264 306 976 1272 Iwo 198E 2279 14'-0' PRECAST 71 293 14' 0" PRECAST 27e 278 300 443 626 on 390 m 1272 1ODs 1960 2380 378 117 001 1192 076 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 14,-0" PRESTRESSED N.R. 283 14'$" PRESTRESSED 2N 422 506 626 748 865 458 1079 1429 1824 2277 V12 248 663 680 1237 14u 1716 15'-' PRESTRESSED N.R. NR NR NR NR NR 15,-4" PRESTRESSED N.R. 252 1b'-4" PRESTRESSED eat 38l 464 s7a �4 m412 1 1014 1340 1703 2118 251E 230 616 ON 1134 1353 1572 1T 4• PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1 T-4" PRESTRESSED 187 326 395 451 697 680 900 Mg 1121 141E 173e 2047 192 508 720 501 1136 1312 19'-4• PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 102 206 348 430 sts 505 235 736 959 1200 1487 1718 Ise 429 an 803 950 1098 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'4• PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 306 381 464 Ell 180 so 833 1038 ties 1488 142 373 637 m 81e 943 27-W PRESTRESSED N.R. NR NR NR NR NR NR 22-0' PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 22e 200 350 426 497 185 550 lea 9e2 12D3 1381 IV30 513 66e l7e soo 24'-0' PRESTRESSED N.R. NR NR NR NR PR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 3e0 418 129 450 064 624 1014 11a7 124 319 455 581 887 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesl8ngroup.com AA N: 0003326 o b I]P Stn1mly. kABBOTT PARK LOT #15 BLK #13 PHASE 4B ROJECT# 04181.04B-15131 MODIOLc 4EBB "1828-CALI" GARAGZ SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH E . C DA � 02/07/22 scAL.L': 1/4"=1'-0" Biilzm 'P S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WY (9)10d x 1 1/7 HOG 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. 8. 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 OTHER WISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/A 2x6 STM. 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. AVD PLACG A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAOIIN AT LEINAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. ti TOE NAILED TO ADJACENT TRUSSES COMMON NAILS & SECURE TOO BM. BM. W/ Z SIMPSON LTA2 USED TO BRACE TOP OF WALL. CAIf a (I Ell If I 1 —--�— _ e— CJi CJ3 = U 11 11 11111 If 11 11 11 It 11 II II 1 1C II It Y =1 CJ3 11 11 II II 11 II II A1 11 TTACH 4%0" LONNG 2x SCAB TO II I I II CJ5 = 11 II 11 11 II TRUSS WI 10d NAILS 06"O.C. 11 I II II =s1 CJ5 (4" FROM EA. END) I A14G 1 I I� 6 I I Ate• � I �1T1TI I I I I I -- I I I jiIII I TED ROOF 24' O.C. MAX I I I I I I i I I I 1 I I I I I I I I i I I I ATTIC ACCESS AJL— I I I I I I I I I I I I A11 A13 L 1A ___ - 1A =A15 81GE C1GE 7 8 7 8 1 1 1 FRAMING PLAN SCALE: 1/4" = V-0" J.441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.eom L AA M: 0003325 A off G a BU13DIV & LAT ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROa=T# 04181.04B-15131 a�oaEx� 4EBB "1828-CALI" GAllAGE BWiNG: LEFT PAGE: FRAMING PLAN 160 MPH DE. FAAW A. ABOUDIN4 RA L AR NO 9111M Daurr A 02/07/22 SCALE: 1/4"=i'-0" •!IFFY s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSSANCHOR WITH (12) 16d x i ?'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDCMJ WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER Jx212x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)10d GALV. COMMON NAILS. lx2 SECURED VW 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'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 TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SlaTYPICAL TRUSS/ 1b 1c GIRDER CONNECTOR(S) SCALE SS 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8'. GYPSUM BOARD OR 12" HIGH STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1)SIMPSON HETA16 — TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1 2x WOOD FASCIA —Z SEE E ARCHITECTURAL It 2. SECURED WI (3)16d GALV. COMMON NAILS. ix2 SECURED WI 10d MASONRY BOND GALV. COMMON NAILS BEAM 12, O/C SEE SCHEDULE PLYWOOD SHEATHING SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAYBE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDCVM WITH (4) e X 5" TITEN HD TO CMU AND (12) BOB e' x 2 i TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) ? x 5" TITEN HD TO CMU AND (18) SDS f' x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOVMlS WITH (2)? x 571TEN HD TO CMU AND(16) SIDS }"x3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LSS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF SOGIRDER CONNECTORS) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/5/6, A.B. WITH AIN. 7" EMBEDMENT TO SLAB & (18) i6d x 2X4 OR 2x6 WOOD BEARING 2-1/2" 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 BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. CONNECTOR6 NOT '• REQUIRED WHEN NO f r :. . e UPLIFT IS PRESENT. °' GIRDER/WOOD POST CONNECTIONS C FLOOR TRUSS CONNECTION @ L.B.W. SOAK �4"=1° (NO UPLIFT) NOTCH DEPTH 114'D HOLE EDGE >5/8" x� I' HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/30F SPAN ONLY HOLE EDGE>5/e" BTM. 01 HOLE DIAMETER PLATE < 3/5'11 D.L. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 i/2'=1'-0' "MAX (W11X4) OR 1V' MAX (W=4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 64T OO 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 6 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 E0. TRUSS(DIAO BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "W BRACE 30'-1" TO 60'-0 (3) W BRACE (1) "X" BRACE 0 CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4- O.C. (AT SHEATHING SEAMS) SECURE 2. PT. PLATE TO SLK W712" DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2,8 P.T. PLATE W/12d%8" O.C. MAX CONT. 2x4 SECURED WN (2) 10d's @ EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 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 (F7 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, F7, 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' Ll N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdwlgngroup.com AA #: 0003325 a 77sQc a ABBOTT PARK LOT #15 BLK #13 PHASE 4B PRCJB.CT# O4181.O411-15131 DAODXI a 4EBB "1828—CALI" GARAGR XWXNG: LEFT PAGR: DETAILS %160 MPH EXP. C DAM 02/07/22 MCA=- 1/4"=1'-0" S3.1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16'0/C W/(2)16d NAILS 6" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG BRACE W/ (3) 12d @ EA TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'4" TO 30'-0" (1) "X' BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS (1) W BRACE @ CENTER STIFFBACKATALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10' HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV, COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS A 1 W/ HIP RETURN SCALE:3/4"=V-a' VTCR SPACING (1)AT EA, AND 6'-0" O, PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES — — — — — -- !�jAT FIRST TWO BAYS EEN O.C. (AT ® PRE-ENG'. WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP)@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 STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE WI 12d's S' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE. 3/4"=I' (Y' .1 N. RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-774-6078 li FAX: 407-774.4078 www.abdealgngroup.wm AA #: 0003325 J 4 BVHDIV. Ae L01cl ABBOTT PARK LOT #15 BLK #13 PHASE 4B PIlOJZCT# 04181.04B-15131 mooal.c 4EBB "1828-CALI" GARAGE BMING: LEFT PAGE: DETAILS 160 MPH EXP. C D TM 02/07/22 BCALM 1/4"a1'-0" BlIEET S3.1B L •x L Gen,E Ew �� ROOF WIND DESIGN PRESSURE L L NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70,50) ZONE 3e = 69.80 PSF (79.80) ZONE 20 = 69.80 PSF (79,80) ZONE 3r = 83,80 PSF 193,80) ZONE 2, = 69.80 PSF (79,80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT.-1-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37 STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4000).(SEE TABLE FOR FIELD AND EDGE SPACING)SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK 2 IrZ 0,131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK 2 3/8" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/8' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT4" O.C. AT PANEL SIDES AND Ed RING SHANKGUN NAILS4" D.C. TOP& BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS C 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 AO RING eHANXGUJ NNL9®<`OC TOP B BOTTOM FPGES �o 8v 0 — . O U Z 0 2 ro . m (ED . li ' RAFTER OR TRUSS ROOF SHEATHING 11 ..' ll 11 mmmMOO mmm�1 mwill-1 mwmk I T BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"0.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W (2)12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS - SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING C#8 2" DECK SCREWS @ 6'4" O.C. MAX Q EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES• ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3YC33M. MAAMUM AGGREGATE SIZE SK41L BE3M'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD: ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN gLLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TINS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UPDERALL SLPBS-0NGROUND YNFEPE INDICATED ON NE VAPOR BARRIER ELASTICITY = 1,4DO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. BEAMS LAPPED S INCHES AND ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWT-L AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LLRABER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F13CR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE470WNS. WELDED WIRE MESH, SHALL BE ASTM Al OS4/AtO84M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE 'NATIONAL DESIGN SPEGFCATONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS'THE NFPA. DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRICTION LOADS. FLORIDA.TRUS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN IDA. SEE NOTED FOR SHOP DRAW TUGS. 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 T R PERFORMED SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. OWO K E HA 0 H R REBAR SHALL BE ASTM A615AS1 M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTMA615 5 MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 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 AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTEO-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: LIVE LOAD FLOOR: LIVE LOAD 40 per REVIEW. WOOD TRUSSES. 20 psf TOP CHORD nancon Tt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 10 psf BTM CHORD --on—t #5 BAR - 30" #7 BAR - 4Z' TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38'x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. p TOP CHORD psf TOP CHORD f w/ No GYPCRETE) (7 psYd ASPHALT SHINGLES) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 pst BTM CHORD 5 5 psf B STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST WIND UPLIFT: 10ps( MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND DEAD LOAD SPEED=10) MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING SU ASCE 7-16 (BBC R2020) EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS:UNINHABITABLEATTIC WITHOUT STORAGE: WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH FIXED 30psf, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANTS ARE PROVIDED TO FACILITATE THE SHOP DRAWNGS W LL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGHNG INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERGEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CbO, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ONASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW TUGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIES BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS W LL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM WE" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED VW SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS HERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 Pf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST THE SHALL BE REMOVE M RTAR PROTRUSIONS THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0.1557. TREAT ALL BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHILL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOW S: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB CONTRACTOR SHALL SUBMIT PPOPOSED MX DESIGNS WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE RA.CBABNT. CONCRETE SLUMP SHALL NOT EXCEED 5Pd-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94A:94M OR MEASURING, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. TIE 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 PLACID. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS 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 SONDSEOTO EARTH(FGINDATIONSI S FOR CONCRETE EXPOSED TO EARTH NND/ORWEATHER 1-112PFOR #5 AND SMALLER 2PFOR#B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1.112PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS STRUCTURALSTEEL: 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, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M FY = 36 W FOR ANGLES PLATES AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5 0 0M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F312S/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ° ac was Es a oc , cnAE w.xoen—L ow FAaRrEo oc(ME oul : axPArvarory eO-T oc Ivz owf p CONTACT THIS ENGINEER FOR SPACING 0E8 wE aG REQUIREMENTS s. No eG� NOT" 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECSAND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW 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 h MEMBERS ARE SECURED W/TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407.774.4078 www.abdeslgrNgroup.mm L AA #: 0003325 J gFh IL w� BVHDIV. & LOILI ABBOTT PARK LOT #15 BLK #13 PHASE 4B PItOJaCT4/ 04181.04B-15131 HoaaLi 4EBB "1828—CALI" GwLewaa EWING: LEFT PAGE: DETAILS 160 MPH EXP. C I RVLAW A. MOOCKACM23 AR NO Y57 PR72 " 02/07/22 awTa: I ScwL.a: 1/4==1'-0- sllaaT SNI KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS I. in14PPUNx;rNV RtENYRTEO %nPlMANNRDTa 4'DRPLr wRNTw vaLM"IINa Ga'��LW MTIR.If�K1A�o1� MtlGXe�M1DYN1E�jA'vRM mime R�i*acrESRw.vo wa+aNr4+ffap m WRNRDNLlD ry �.6•ellebafED>rrM REaaY,D WDe. J. E�["a,D"'fiNBw�iIM�"lal mw�ia.s y�NR?!'R�RY Iry wlD.waNNNET4 R. 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M141" fAa1EPFA9 it 1`04VUEP$1*6L Ni T%WF'E.RREEW"4%ftT AI P L94%PNIAFKE .WPYM 9�f9r{}EaPEG WE aLa$11VaE. 9fEfA64NE,liGnEPVIF rAS:E VN TMa .-. Nweww EMFEONENT E%CLVPE W4Ef WME61WCLYWNG Bar NOr wiE610 aiuxafaAN. BRIGt'.FM€P%ND SR%,mr.Eaa€wrAtrc€s Bn4L a€aLtcN ro PNEVENiNE <RAGtIN3 DF aUBR>MTE WlEN4 -,., fAaTEMPLEN6ThEe,gWN WTM Wfii4.A4q,aETA%600 Nat TMawrtl AP40llNT w44rryeglE$ WALL FRYNIFIFIr,NnE$S$WI.6 Ni APCEP Tpi.E PEW II�D fABTEIEP LLNP2Ha.8EErAR>ENEN$tnENAE lA>LE W THa aMfl. L 4L fARTFMRa WM, MYT aPflPa$la!!PF>raiAMi f%IArPtD9 nP aF WtK a COPPa6W a M9MIANr WTFAIfERCOWAraNF WITh tM 9a9aiMTE WTEPYfa. FASTENER SCHEDULE soar ofNErw . - />• rw4 cwacTc a NAmxPr � ,/,. w a E vn• fmw pmRN s,ANt r ua Lex9w RaRo f/e- ,/•• anal, 'J� nee"ie aµaa�r' u1°NO"`vgNN , i-,nr Maq, mWN a awN,a wiPa, we2e: ,Mf1 ,Ru ■ «fDr Rfo a mwaRN,o BL.ME,m w,o eRP.aR%a >,.rtNat AK rR[4pr. M rAglap ro rwpw €rEport .p .wc LN,9w m,N rm ROA9 79 .t65 1.499� 0.042 4 L54 1/2" J-CHANNEL/TRIM I VINYL (No. 1100) 25� -12 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL 8OFFR SERIES �� � FASCIA 12' TRIPLE 4 SOVD SO NO, 0523 LID SOPFrt 12' TRWLE 4 FULL-O-VENT 1/2' J-CN—IEL 4' FASOA NO, 0622 VEMED SOFFIT Yl NO. Ii00 ALUMINUM No. 9700 12' TRIPLE 4 FULL-O-VENT ECO NO. 0639 VEN1ID SOFFIT TABLE OF CONTENT Rnar otaflWlaN RONM ,tplae. IUaONtnIC[ R•lT,Oe. eaWf 9aeA4f f wMUA1RF, Roves Nn > ,eNwm a •wean :>fs waaff•t"R atnwi aMLLVP mielR,¢Iw .a1N,ANa, ReNax oaawla aawlweNa, ..."• eorNf rwns •fwrRn / Rsl F (sett ) ,xwDxrtw xfRIni eMATERIALS atN_RIOsN¢YwvS }r fR N ,f A1,rAf 1 r.E-17- Mw R 6�6aO -ISM- I,-- sssfqo,,t"o,lm[1¢� emawBILL fwL RDOD % Y ININ„L 1p+p eATIa - m . aw fwa rUBp 1= w N4 slm ® TRIM NAIL INSTALLED THROUGH FASCIA 0 16" O.C. MAX STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA JCHA F MAX DETAIL A FASCIA O STAPLES INSTALLED@ 12' O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 012- O.C. MAX. (INTO CONCRETE/MASONRY) AT TEN STRIP ANCHOR 10n NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS1J01 FASCIAWOOD BY OTHER BOARD BY OTHERS 08TAPLES INSTALLED THRU SOFFFFAND JCHANNEL AT NAIL EMB. X2WOODBATTEN O HEM AND IN VALLEYS STAPLESINSTALLED O 12- O.C. MAX ONTO © (DWOOD)IN J-CHANNEL SLOT VOODBATTEN STAPLES INSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS #aX3• WOOD SCREW OR YAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' {'MAX--46- DETAIL Do STAPLES INSTALLED J-CHANNEL THRU SOFFFFAND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS J' N DETAIL E J-CHANNEL :HANNEL © DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR -E 109 NAIL AT EACH \ TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24. O.C. INTO STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS (D O7 iX2 WOOD BATTEN /2X2WOODBATTEN / O SO NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 21' MAX O C. 17 O.C. MAX ONTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12' O C. MAX. (INTO CONCRETE/MASONRY) ,,•CONCRETE/CMU OR WOOD (NOTE 1) 1]"1 DETAIL C J-CHANNEL BY OTHER 21W NSTALLATION SCREW, EMB. BATTENATTCHMENT FASTENER SPACED 24" Q) MAX O.0 TAKES INSTALLED @ 12- O.C. MAX (INTO _ WOOD)INJ CHANNEL SLOT OR T NAIL @ 12" O.C. MAX (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD MOTE 1) NOTE 1, MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN —6PAN'L' 'L AVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'A' f Su SEE DETAIL'E' J� SEE DETAIL'D' SEE DETAIL'E""� ...._ EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA G FASCIA END J-CHANNEL @ WALL AND FASCIA END EAVE VJI DTH (ROOF OVERHANG) nNt 9 OEi>L A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 ,N tb V V 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 CMU OR WOOD (NOTE:1) 440p � s f 14 �+ �V V-- r�V V �Tfa 4 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdwigngroup.com AA N: 0003325 rQ F 4¢ ZZ rQ av»ary ABBOTT PARK LOT #15 BLK #13 PHASE 4B PItojzcT# 04181.04B-15131 MoaE14 4EBB "1828—CALI" GARAGE awsxaT LEFT PACE: SOFFIT DETAILS 160 MPH W. C \M NO W723 nA 02/07/22 SCALE 1/4"=1'-0" ■i[EET SDI GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. . INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. r LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE �12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. �\ • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: I ( " • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" VENTING TO 1FROM ENDOUTSIDE OF III OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) ESHIMAND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS FASCIA 3/8" FROM ENDAVELESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFITO OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA SIDING 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 MODERATE CONTACT IBC 2304.9.5." �— LEAVE APPROFKIAIt GAP AND CAULK FIGURE 2 MEMBER MEMBER U H-JOINTER O N bA I I tN ING IER 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. LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WW Abdmkpgroup.eom L AA #: 0003325 A 8 h c a Q a sUeaiv & LOOT ABBOTT PARK LOT #15 BLK #13 PHASE 4B PROJECT# 04181.04B-15131 moDmu 4EBB "1828-CALI" GARAGE aMitdc: LEFT PACE: SOFFIT DETAILS 160 MPH EXP. C k L7 • C`°