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HomeMy WebLinkAbout38303 Sonnet Landing AveSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR W CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBBJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 9 1828W4IEBB-CAIL1, 12602 TELECOM DRIVE, TAMPA, FL 33637 DESIGN CRITERIA: -FLOBIDA BUBDW CODE, RISMIBNTIA1. 7TH EDITION (2020) -Alb LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB - MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 IIPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - IIAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING we SQ. FT. GARAGE 430 56L FT. ENTRY 19, 5C2. FT. LANAI " 84. FT. TOTAL 2-6+2 00. FT Tal: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG, CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.G. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL. RAD. RADIUS DP. DEEP RA G. RETURN AIR GRILL DR DOOR REF, REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SIT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER FG/EX. FIXED GLASS SIM. SIMILAR F G. FUEL GAS SL. SLIDING FIN. FINISH SL. OL SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR, DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER i.0.5. Top OF SLAB GL. GLASS TYR TYPICAL GYP. ED, GYPSUM BOARD U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF FIDR HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER WI. WROUGHT IRON REVISIONS DESCRIPTION CD'S loam 2011 FBC UPDATE CD'S RE -ISSUED SIDING ELEVATIONS ADDED CD'S RE -ISSUED FOOTING REVISION PER M. BOUBS CDs RE -ISSUED ADDED ADDITIONAL RECEPTACLE IN GARAGE PER DILL BATSON (MELBJ REVISED HVAC VOLUMES ON 5GFT CALC SCHEDULE (MEELBJ ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SUA (ORL) ADDED LED LIGHTS • KITCHEN 1 BATH PER MARK WAS ADDED STONE OPTION ELEVATION C N D (TAMPA) ELEVATION VOIDING -ADDED LOUVER • GABLE ROOF ADDED OPT. W-O' CEILING HEIGHTS REPLACE USP CONNECTORS UITH 5EMINM COMECTOR$ REVISE ENKAVENT RADON PLAN DIMENSIONS OPT. S'-0' CLG. HST: ADDED LED LIGHT IN FOYER OFT. W-O' CLG. HST. ELEVATION 'C'- REVISED HE04T OF AROHwWY ADDED ELEVATIONS'L' N TM' (ORL) ADDED ELEVATIONS TMG'•TMH+'-MS' (ORL) 2020 FSC UPDATE ADDED SOFFIT DETAILS ADDED ELEVATIONS N' N '0' (ORL) ADDED STONE OPTION ELEVATION V (MELBOURNE) ADDED ELEVATIONS P' 4 'O' (ORL) ADDED DEN OPT. (TAMPA N FT MYERS) GO6.Je'�^' � ` , S�=" r.-4 ,S` s�„1�,✓ ��:.+�4'j�:�,-its°) 0c INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG SI.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.IB—DETAILS PG SNl—DETAILS PG SDI —SOFFIT DETAILS -1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngroup.com AA #: 0003325 m c a a�l�sl�s ji auDDrv. a< LOT ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 11NIODEL: 4EBB "1828-CALI" GARAGE 8MNa: LEFT PAGE: COVER SHEET 160 MPH EXP. C 11 DAB 6/14/21 SCALE: 1/4"=1'—O" SlHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST NNDBORNE 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 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, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH'/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 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-C926-1 Bb, ASTM-C1063-19a & ASTM-C1787. 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 701 EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W SVSDIV. & LOT: ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MoDELe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C D ' 6/14/21 SCALE: 1/4"=1'-O" SHEET GN ss'-A' o°■■■■Ilo �;�,� oll■■■■■■■■■loll■■11■p■■lo;,��� 011■1■ilo � olo O I m � o i L _ _ ::II � 11 �Ilo - — - 011■■■■IL , owl ma 0 t:ll'll = LE o toWE a L o O WE E r� j BOLLARD AS REQ, • 00 MR BLDG.CODE 0 1 \: imu mu i ' 1 :I' LE p 1'il �JOE MIL i U JI! � AFRCH— o I•�1■■■■■Ilo EGRESS oll■■■■■IL oll■■IIR loll■■110 FLOOR PLAN SCALE: 1/4' . 1'-0' DBL. TOP PLATE 9 m BAR DETAIL A SCALE: 1'-0. SQ.F r. CALC. S LIVMG 1020 Sa FT. GARAGE 430 Sa.FT. ENTRY Ib So. FT. LANAI 8B SQ. FT. TOTAL 2,362 50. FT. COMFOIBR AND C J=M OD LGADB BABID 1MD ElPOBI1E FOR E EWO GIAilB OPBNOB am" EIE 110 WH OD MB) RBNRIB AIDTIPE FODI'AtE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 282/-31S 12'xI2' SOFFIT I BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIRRp DNISOBOVl1 DTL. OEM-- • I'-0. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 V. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 80LID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINCsS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i"i N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 dd b a�aa� 1ILL I9UODIV. Uk LOT' ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODEU- 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C WO 90723 mm F-pRzNTDATE: 8/14/21 SCALE: 1/4"=1'—O" 8FIEET Al ./-18'-4' BLDG. HGT.l, FYPON LV12X24 OR EQUIVALENT 12 LAP SIDING AS b SPECIFIED (TYPJ 4' FRIEZE BAND (TYP.) b' TRIM BOARD ITYP.)� A OPT. COACH LIGHT 8'-0' BRG. HGT. SHINGLE ROOF ' F DECORATIVE VE ECORATIVE SHUTTERS OR EQUIVALENT io I 4B TTP. 4' RAISED BAND (TYP.) 0'� m' FIN. FLR 0'-0' FIN. FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 OFF RIDGE T I b i NREAOFATnC = 236E SQ. FT. NEF FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 7.98 VENT LATION AREA X SQ. I NCHES PER FT. 1144) = 1134.72 SQ. IN, MIN. REQUI RED VENTILATI ON .5X 1134.72 IN UPPER PORTION Of ATTIC - 567.36 SO. IN. OFF RIDGEVENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED = 4,93357 TOTAL# OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE P ERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR Of WALL, NO OVERHANGS INCLUDED) I Fm- I In a TMA OFF RIDGE VENT OFF RIDGE VENT v REAR ELEVATION SCALE: 1/4 . P-V TEXTURED FINISH 3'-0' BRG. HGT. _ _ _ _ _ _ _ _ 8'-0' BRG. HGT. ib 0'-0' FIN. FLR. _-_--_-_----_-__---------- _ __----__----------------0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT A W 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OV-0' BRG. HGT. 1'-0' v 4' \ Iv I 0 0 iv it DECO. DTL. -1 SCALE: 1/2 • 1'-0' BRCs. HGT. -0' FIN. FLR. d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.ebdesigngrou p.Dom AA 8: 0003325 V Pi a a SUHDIV. as I40T ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 moDEI1 4EBB "1828-CALI" GARAGE 9YW3[NG: LEFT PAGE: ELEVATIONS F, C„ %160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� USV OUTLET 20 AMP SNOLE Fl IIOY OUTLET 110V OUTLET N WR[D To ercHwITCH =:�)GF %VV OUTLET LREOASISTANFED T!Y4gISD Fes• RESISTANT TYPE) 220V OUTLET (4) WRE CCW=TION WATERPROOF C II CSIR TLIFT B UTCH BUTCH 9-41AY OPER �4 BWTCH 4-WAY CMR. L� WALL MOUNTED �J Law CEILING LIGHT © LED CLG LIGHT LED VAFOR ©VP PROOF LIGHT O VP VAPOR PROOF Liam ORECESSED CAN eAINT. PAN ICMPR!Q IT. umk PAN IWLIOHT I aM PR !GL R. V LIGRT PIXTS! (ePEc's TBD BY RUORE6, ]-BULB MAF ® r�c�eED) ARaND ANRO w (6URFAOE MT.) ]� 2'PLUORESCINr 4' KAKRB ClM pf� He••I C0 4' TRACK LIGHrc PANEL METER • SD. eMIOKE DEtlCTaR " 6D. WALL MOUNTED MATT. RAGK.ITA MYIQ DETECTOR YILtl6E0SIR S' DEt[CTOR MilRCORECTED ®CMDQI 6/CO SMALL eL A DISTANCE OF NOT LEA THEN 4' MO DAVIT LIMO NATURAL 6AS CufLaT ► TELEPNO N JACK WATER HEATER MMN TOR 6CURO D DISCONECT AR CONDITIONING SEE AFU ON DISCONECTTHIS Swum FI I V I LJ TELEVISION JACK �LNa EOK POMMM O J•60X ro eE 6 PFORTED IN ACCOIM IW SOX AD S MARKED A6 eucH rDR INSPIECTION CEILING DOE( REGWI C61LN6 FANL ORTED roIGHT ACCOaRDS RAAPNCE Wr BOxN MARKED A6 SUCH FOR p�pp 24' INCANDESCENT LOW STRIP nnnnnn 36. INCIANDISIOINIr LIGHT nnnnonnnn 4V NCA4098CENT LIGHT 6TIIP FLOOD LIGHT w, KffYPADIIrr IQITAD FQ PA PYH-amcm FOR CHMMA use PaRr • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERIPED • HMorcQwlR PRE -CONSTRUCTION MECTIN& • ALL B 4 20 AMP BRANCH CIAWIT6 TO R ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PLT:R TtH mItION (2oJe) 4 uEe 2Io.D 20M E)IrIo4 • 20 AMP DEDICATED LAUNDRY CIRCUIT. • aPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNWASIR DISCONNECT TO BE LOOKOUT N PANEL • BATHROOM Em,,MGT PAN TO NAVE MN. CAPACITY OF 60 CRM INTERMITTENT PR ELECTRICAL RWY18ICKS OF SECTION MIM 13 PEOR TTu [DrcICN I • LAUNDRY NOW RECEPTACLE 6HALl. EK GROUND FAULT CIRCUIT-NTRRTATER PROTECTION FOR PERSONNEL ON FEEDERS • WRNG METHOD SMALL eE NCN METALLIC CABLE PR ELECTRICAL PROVISIONS OF PWM TTN ED (202e). • ALL WORK TO CO"ERY WTH ELECTRICAL PROVISIONS OF THE PIDCR lTN ED r202O2 • ALL LAI'r8 SNdLL E! SELECTED BY BUILDER AD TTL O LIf�MTMG MINT R EIa Y Ri1CRIT TTF[ FER Fj%Q ENCY) 2e2e. Tth EDlrlaw R404J METER FIELD VERIFY LOC, OND BDRM.#1 c" J PRE -WIRED \\ CLG FAN \ BDRM'#4#4 PRE -WILD CLG FAN Well LIVING ROOM -WIRED / CLG FAN N 1 1 I I I I CLG PAN, / `J kGFI 77T DINING I ROOM I ' 11 cp E — — -WITCH IN GARNET I � f I 1 GFI L ---- L GFI OUTLET 1 SINK FOR OW (�L] HITCHEN--- CFIZADL I RANGE / It( \. GFI O GFI r _ =7,w' IRA �I GFI . WH 44'AFF. / ID. FOR / "RAGE BOLLARD r � / AS RBLDG. • PER BLDG. J / CODE / WALL MOUNTED / LIGHT LLV WITCH IN ATTIC / GFI / J CLG. �3f OUTLET KEYLESS (L FIXTURE IRRIGATION FOYE OUTLET •� 48' AFF. / HOOD WIRE W/ OUTLET FOR I FUTURE IS BDRM # 1 / PRE -WIRED / CLG FAN 1 1 1 L L II — II I mnua L I 9/COI I I I 1 \ \\ BDR / �L \ \ I PCCLLG PAND I OPT.----------------------'� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-V CEILING MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN I I I I I ® I I I I Oil I LED LIGHTING @ DOUBLE LAV. BATH -1 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTES, A. ELECTRICAL MATERIALS AND N6TALLATIMM SMALL CORY YITH ELECTRICAL OF THE FBCR TTH EDrcNON r2 IS LOCAL CODES. AD ALL LOCAL POWER COMPANY RECUIIIVI Q B. ALL CONDUCTORS SMALL BE TYPE TWNWUNLESS LESS NOTED OTHERW6E. PORK COMPA TRANSFORMER I L I I I LED LIGHTING @ SINGLE LAV. BATH '4 PROVIDE 34ro a, THUN . P6 CU IN 2' CODIWT OR ! " A., THUN • 1% CU N 2' CODUIT OR 2ro AL. Se)e (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEI41ANaJ CO 14ATION SERVICE EO AN'S' DISCONNECT SWTCH AND DOR40 n M ELECTRIC MITER IN I IMtiLM.As! Neu 6R ENCLOSURE FANEL I6ovaP TELEPHOE SERNC! CABLE TELEVISION ONTRANCE 6TMCB 111TIRAHICE EALTFRR SOJIFIMENT NMRSYSTEM SONDNG TERMINAL AT LOW VOLTA6E CONNECTIONS PROVIDE INS AMR, 120440 VOLT, I PHA6E SECONDARY-- 114 CU SERVICE GROUNO CONNECTED TO RI ELECTCAL 6CRNce. PROVIDE S R COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER 1-V2" VIA 6CHULE 60 PVC CONDUIT OR PROVIDEO! ! ELECTRICAL PROVISIONS OF THE PLTTH 4AD AJ)MNIM 9CONDUIT (A.) N 2" DIA SC24EDU.E SO PVC EDITION (2d)ei CONDUITUS.EA SERVICE 16 PROVIDED BY THE RI ELECTC COMPANY. cOOImNATE WTH THE ELECTRIC r...IAX 6 PT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 H m SCi �:1 N W 0 x i 3UBDIV. & LOT: ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEla 4EBB "1828—CALI" GARAGE 9WIIJG: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER PBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.I 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER POO 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I1. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUWC — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT ED PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/Ib'XV TAF'CONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 18XI 1/4' BHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY 4 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' OIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG �'--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC FLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING SEE SPEC. 1'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE: 1/4 • I'-0' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdaslgngrou p.com L AA $: 0003325 F s DIV ae LOT: ABBOTT PARK LOT ##24 BLK. ##9 PROJECT* 04181.000-24091 MODEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN %160 MPH ER. C DATE: 8/14/21 SCALE: 1/4"= f- 0" SHEET M1 s DIV ae LOT: ABBOTT PARK LOT ##24 BLK. ##9 PROJECT* 04181.000-24091 MODEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN %160 MPH ER. C DATE: 8/14/21 SCALE: 1/4"= f- 0" SHEET M1 2X4 TOP PLATE PER Put L PL PRE -FAD TRJ88 1,12' CLG. BOARD IR' DRYWALL SECURE PIT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.G. MAX FIN. PLR 2X4 WOOD STUDS 024' O.G SLAB INV I=• UIULJ� IIN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON—BRG.) D SCALE: 3/4' • I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR Ml05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/8' GYPSUM 5OR 1/2' HIGH STRENGTH CLG. BOARD -3 81/8, OR 1/2' DRY7�BTUDO 3/8, TOP CHANNEL (25 GAJ I/2' DRYWALL 3 5/8' OR b 3/8' ME24' O.C. 20 GA MEINSTALLED RECEIVING UPPER/ LOWER 3 5/8, OR b CABINETS AND TUISAWOWER 2b 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 M ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED I6. O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 1 TO WALLS W/ TILE FINISH WOOD FLOOR W( 1/4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL (!A )METAL STUDS (NON —BRIG.) \11W SCALE. 3/4'.I'-0' SEE ENERGY CODE FORMS '-R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS i REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPB o 24' O.C. 8' Cm 1/2' GYP. W-. 150 - WOOD BASE — 0'-0' FIN. FLR— _ < m .a °a n W/ WINDOW OPENING rL FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. PLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160TI5.1. �a TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'"I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. VT TNILK 7 COAT - rORTLA/0 C!M!M F ASTM ATLn'D 01pal LY TO MAeO NY _ V. Vom1DOOR m~j i PA&TON1110 TO W= JAMS PM APPIWVA. FM VERTICAL TRACK r BY MALF. by on4m 2 GAS LINE THRU BLOCK exe. vr.r•a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON) PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT---f-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR�L IF 8' CMU s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' i-2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS-- STIFFBACK AT ALL L PER STRUCTURAL DI PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY GODS FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. W-. BD. WOOD BABE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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 ON), PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 14 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 a a 1TH EDITION, SECTION R301.13 AND 16M.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION a " NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.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 0486E TYPE III OR TYPE IV UNDERLAYMENT. IN WAM • 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407.7744307E FAX: 407-7744078 www.abdesigngtoup.com AA IF: D003325 a - E a C BUBDIV. do LOT: ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEL: 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 IRH EXP. C DrpluNTATE: 8/14/21 sICALE: 1/4"=1'- 0" SHEET D1 TOP: 2X6 P.T. • CENTER OF DOOR HEADER RECURRED W/ lV IR' X S' J-DOLT LLV 4' MIN, EMBEDMENT W/ 2' X 2' X V8• WASHER 4 NUT OR x 8' ANCHOR DOLTS VS' WARMER 4 HUT ° SECURE 2x4 ° To BLK EV ° ° 1/4' TAPCONS 11/U' EMBED, S' O.O., 4' END DIST, 1 IR' EDGE DIST. ° SIDES 2X6 GARAGE DOOR DUCK SECURED W/ (5) 1,12' X 8' J-DOLT OR A NC44OR OL DTS, WV 4' MIN EMBEDMENT, W/ 2' ° X 2' X IW WASHER 4 MIT. (U WITHIN S' OF TOP. (1) UNT14IN S' OP THE BTM, ° (3) EVENLY SPACED. ° NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INATRUCTION6 AIM MORE 6TIWINGENT GARAGE DOOR BUCK ATTACHMENT ZX4, _ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MR EMBEDMENTI V49 UT14IN 8' OF EACH END 4 b' OC. MAX SPACING. 2X4, _ SECURE TO BLOCK UVW16' TAPCONS (MIL SWANK SIZE .W§ MIN. HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN 8. OP EACH END 4 W O.C. MAX SPACING. 2)C6, m 2X6: m SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/I6' TAPCONB WK2) 306' TAPCONS (MIN. SHANK SIZE." (MRL SWANK SIZE 146 MR HEAD 84Z8 J300 MEN. HEAD SIZE 300 8' cm MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/49 1/2' DRYWALL WITHIN S' OF EACH END 8' CMU WITHIN 6' OF EACH END e' cm 4 IV O.C. MAX SPACING. 4 b' O.C. MAX 6PACMG. Ix4 P.T. OR S/4'X4' MRL 1/2' DRYWALL 1/2' DRYWALL SECURE THRU PRAME 4 a I'X4' 2X8, ® 2X8, EXTEND 1-114' INTO P.T. NAILER SECURE TO BLOC❑G I'X4' SECURE TO BLOCK 0 I'X4' BLOCK W/ 3/16' WK2) 3/16' TAPCONS P.T. NAILER WK2) 3/16' TAPCCNB P.T. NAILER TAPCONS DOOR C.4.SRNC3 (MIN. 6HANK 812E 145 IA6' OAM X 4' MIN. (MIN SHANK SIZE .NS DOOR CARING (MK SHANK SIZE 148 MN. HEAD BIZ. 300 MIN, HEAD SIZE 300 MIN. HEAD 812E 300 MIN. EMBEDMENT I I/4') DOOR CA61NG MIN. EMBEDMENT 1 1/49 MR EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN S' OP EACH END WITHIN 8. OF EACH END DOOR JAMB OR WINDOW 4 b' OG. MAX 4 O.C. MAX 4 b' O.C. MAX SPACING ATTACH TO 2X PER 6PACMG. DOOR JAMB OR WINDOW SPACNG. DOOR JAMB OR WINDOW MANUFACTURER DETAILS, ATTArW TO 2X PER ATTAC14 TO 2X PER MANUFACTURES DETAILS. MANUFACTURER DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A 11INDOW TO BLOCK +3/4" OR +5/4" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 11/49 WITHIN S' OF EACH END 4 W OC. MAX 6PACING. 2X6, m SECURE TO BLOCK WW2) 3/16' TAPCONS (MIN 814ANK 812E J45 MR HEAD SIZE 300 MN. EMBEDMENT 1 1/49 8. cm 8. OF EACH END 4 b' O.C. MAX SPACING. 112' DRYWALL SECURE TO BLOCK P.T. NAILER W/(2) 3AZ TAPCONS DOOR CASING (MIN. SHANK SIZE .I48 MR HEAD 81Z. 900 MIR EMBEDMENT I V49 WITHIN 8. OF EACH END 4 b' OL. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" y1I1ND01f TO HLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +1 15/18" C EDiDOE B CK +1 15 18" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCGNB (MIN, SHAW SIZE J49 MRL HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 b' O.O. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTWOS 4 SEOIRED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3K' TAPC0NO 3/16' TAPCON MR 14V4' /MIN. SHANK 81ZE .HS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN, EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 8' CM 4 16' OJD, MAX 8PACMG. In' DRYWALL 2X8r ❑ 69CXM TO BLOCK VX4' WLH2) 3A6' TAPCONS P.T. NAILER ?MIN. SHANK SIZE." DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 V49 WITHIN 8. OF EACH END 4 b' OG MAX 4 18, -. DOOR JAMB OR WINDOW ATTACH TO 2X PER MMNFACTURES DETAILS. NOTE: 614II1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" EINDOIf TO BLOCK +2 1/4" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" /�lalxnna 'rn arnrTr +9" 2X4: _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANC SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 W O.C. MAX 6PACIN0. 2X6, m SECURE TO BLOCK WK2) 1/4' TAPCONB (MIN. SWANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. 2XS, SECURE TO BLOCK WN2) 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 3" MK EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 6' cm ❑ 1/2' DRYWALL I'X4' P.T. NAILER T/I6' O,6J5. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO aX PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/18" �E1N�01I TO BLOCK +3 7/18" 2X4, = 2X4, _ SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONB (MR 1/4' TAPCONS (MIN SH AW SIZE .145 MR SHANK 812E J45 MIN. HEAD SIZE 3O0 HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT I V49 WITHIN 8' OF EACH WITHIN S' CF EACH END 4 b' O.C. MAX END 4 16' OZ. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE, STRUCTURAL 2X MUST BE ZSECURE ON OUTSIDE 4 SECURED ON OUTSIDE 4 SECURED TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THR OW.14 NON-STRUCTURAL 9/b' TAPGON MIN. 1-1/4' I/4' lMM. 3A6' TAPCON MR 1-1/4' K SIZE JB (MR SWANK MIN SH.ONC 612E J45 EMBEDMENT INTO BLOCK 814AWK2 .145 I 6NAlK 612E .14E MM. SIZE EMBEDMENT INTO BLOCK. MM. HEAD SIZE _%W HEAD SIZE 300 MIN. MR EMBEDMENT 1 1/4') S. CMIJ EMBEDMENT 1 1/4') WITHIN 6' OF EACH END WITHIN 8' OF EACH END S, CMI! 4 b' O.C. MAX SPADING. N' DRYWALL 4 b' OC, MAX SPACING. VU' DRYWALL 2X01 ® I•X4' 2XS, 1=1 1'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK MAILER W92) 3/16' TAPCON8 (MR SWANK SIZE .14E DOOR CASING W/(2) 1/4' TAPCON6 (MIN SHANK SIZE J4D I' P.T. X 4' MIN. MR HEAD SIZE 900 MIN. HEAD 812E 300 MK EMBEDMENT 1 1/4') 2NO 2X SECURE TO STRUCTURAL MIR EMBEDMENT 1 1/4') DOOR ZINC+ WITHIN S' OF EACH END MUMMER WK2I2d WITHIN 6' WITHIN 8' OF EACH END 4 b' O.C. MAX OF EACH END 4 6' TO 8' O.C. MAX 4 b' O.O. MAX SPACING SPACING. DOOR JAMB WINDOW DOOR JAMB OR WINDOW X ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFFA=REB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB NOTE, SHIN A$ WEEDED TO PLUME JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" MEIN __ne mn pNnrtt +a" n 1/INDOW TO BLOCK +3 3/4" 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 aUHD ABBOTT PA Rde LOT 24 BLK#9 PROJE 04181.000-24091 MODEU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 H EXF. C ROL)dD A ABOUCFiA�RA AR NO 93723 DA B/14/21 SCALE: 1/4"=1'-0" SHEET D2 IF JUN PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL IfMANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.30 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 30456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 6/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10486.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E 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 32502.1 PLY GEM PANEL WALLS SOFFIT 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 3/2/203044 186.2 MI WINDOWS &DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 18332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15383.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS ttOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 18279.2 ttOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.3 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23986.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.8 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 38216.1 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 32/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13268.1 DAMES HARDIE BOARD SOFFIT2020 FBCR 12/33/2023 30330.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 18272.1 AISIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 ri► 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH:407-7748078 FAX: 407-774.4078 www.abdeWgngroup.com AA #: 000332E 0 SVHDIV. de LAT: ABBOTT PARK LOT #24 BLK. #9 PR,oJECT# 04181.000-24091 1LODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. Cool 202 A. D � 8/14/21 SCALE: 1/4"=1'-0" SHEET D 3 SVHDIV. de LAT: ABBOTT PARK LOT #24 BLK. #9 PR,oJECT# 04181.000-24091 1LODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. Cool 202 A. D � 8/14/21 SCALE: 1/4"=1'-0" SHEET D 3 PREFORMED CONTROL JOINT'S RANGE OF CONTROL JOINTS Td OE WRED TIED TO LATH • 6' OHO. MAX (VENT). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 6TUD EXISTS BEYOND EXCEPT STAPLES UV %6EAL861 CCONTR �JOINTO 7@1P. DUIMNG INSTALLATION ------- FASTENERS TO BE SPACED-7 • 1' Or -MAX VERTICALLY / 1' T M 3 COAT CEMENT PLASUARB LAYER 9, FORTFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED -T (VERTJ O.C. MAX AT SUPPORTS SIRS LAYER al, STUCCO WRAP W7oD SHEATHING LATH SHALL NOT _.. BE C4NTRLCU6THROv ro e• v ro s• JOINTS S CONTROL \ n nl LIT SMALL T&TOPPED AND TIED AT EACH 611:1E. PROVIDE 2X4 SLOCKNG PER A6TM CI063 PLACED FLAT MAX 6' TO 6' FROM, CONTIV L JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR- STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CW63 2. WIRE TIES TO BE (NO. 18) 00416' WIRE / 3. BLOCKING .MOAN MAY BE N ADDITION/ \ TO WALL STUDS RECLINEgDD PER PLANSid, IIIII aRJAIA 1� II O"W TYPE CONTROL JOINT OL POLO A41 • PT.4 ®POLO OL t. A A S41WC R L CIOAN. PI.e R CRIAN. M.0 � ark w�•'�� 6HEilL. OWN ® L TOLD wNIO • Pr. A 1 CHAIR • Pr. e 1 CREAN . Pr. C A. POLO Pr. C OVIR at. e TILL PT. C TOUCH" SOITCH R-YHM SOTIOM tLReEPLAHMN IIMTR! TRIM INN-. POLO, 02 6D1eur. J' THICK 3 COAT CEMENT PLASTER (I1d11[4 V!' 1 COAT DE•OR PLASTER (CM W!6 LAYER 4, FORTFISER BUILDMG PAPER sate•[ ONLY) AD sraP EORcm RIOR C-OUT RNNNO (IER AIL) s NOTE, APPROVED BUILDING UARAP 614ALL BE LAPPED A MINU'Al'M OF 6- • VERTICAL LAPS (ROLL ENDS) 4 6' as 14ONZOWAL LAPS. ALL SEAM& NEED TO BE TAPED WTH FORTISER SHEATHING TAPE / \ r nal LAP • rxru urw \ / X X X X I N.AIIIAIO AT 60ROI"I Q IR7CP � YMLL NrR![Gf10W LATH VERTICAL LAP TO BE P nI — --1 I PETAL LATH I 00 LAYER'(, STUCCO UIRAP 'MN at Y / \ ELLAYERW. �POWWIBER/ I. nth LAN OVER ALL L— NOTE, 610E LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS THEY SHALL BE TIED BETWEEN &W"PORT6 WITH 0ID415-1,L (171-MIN) WIRE AT INTERNALS NOT MORE THAN 6' (22E-M'). AS PER ASTM CIC63. ® K I C KO U T FOUR REPAIR OF TEAMDETAIL IN UM TEARS MAYY BIS E PATCHED W44OUN WRAP TAPE PER MA NIFPEC. . SOR PEEL A STICK Cat i' THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER -2. FORTFIBER BUILDING PAPER RARE LATER 9, STUCCO WRAP SHEATHING STUCCO HORIZONTAL LATH & PAPER DETAIL INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) A6 REQUIRED TO SECURE PIPE/ WIRE TO FRAIM YARD LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH 6',t6' OW-ADHERRW MEMBRANE R-AMHMG OVER APPROVED HOUSE UI RAP. LLA6FIMG TO EXTE•1D ONTO PIPE 4'x4. 6ELP-ADHERING M!J'IBRAPE FLASHING OVER APPROVED HOUSE WRAP. FLA6141142 TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT TALL APPROVED HOUBEURAP AIR LTRATION BARRIER OVER ELAOTCPERC COATING OVER STUCCO/ C,V. FINISH (GEE TYP WALL SECTION) SECTION rYmZW Exterior use of portend emnt Waster shall coply with this application rapuramnt,ofASTMC928-18b. Installation o(mctorior lathing and hearing Shall comply with ASTM C 1083-19a, or ASTM 1787, 4'x4' SELF -ADHERING MEMBRANE PLAS14NO (COMPATIBLE UV HOUSE 4 URAP MATERIAL) OVER APPROVED HOUSE WRAP FLASHRG TO EXTEND ONTO PIPE I V OR LESS PIPE PENETRATION .A4e CUT AND OVERLAP ONE SDE OF--� SELF -ADHERING MEMBRANE PLASHRG STEP 01 WOOD SHEATHMCs OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER RO�F/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. Im ou" N 1,J DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'z6' 6ELP-ADHERING MEMBRANE FLASHING (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 4'F4' SELF -ADHERING MEMBRANE (LASHING OVER APPROVED HOUSE WRAP. N.)46HRYa TO EXTEND ONTO PIPE CUT AND OVERLAP ONE 610E OF SELF -ADHERING MEMBRANE FLA6hUNG x—x—x—x JUN SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / ASTM C-541-14a, MIN, 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD OR 1/1611 ZIP WALL SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA HT: 0003326 q FCii sUHDrv. 8e LOT ABBOTT PARK LOT #24 BLK- #9 PROJECT* 04181.000-24091 MODEL• 4EBB "1828-CALI" GAP —&GE 8111►ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C !miss x •i <j ux D TZ 8/14/21 SCALE: 1/4" =1'-0" B*MZT WA1 INSTALL b' D MEMDRANE FLASHING OVER TOP, SIDES)SELF-AAND DOTTOHERINGM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOLENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED 4 OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i - WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND � VENT -APPLY SEALANT ALL i ?t JOINTS AND INTERSECTIONS 1 1:- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ys' CAULKING 6 JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and glaeterina BACKER ROD I Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926-18b. X. Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, ' r k Or ASTM 1787. WIRE, LAYER -1, STUCCO WRAP• HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIP15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, 5 CO WRAP LAYER 4, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION -METAL LATH a' C U VINYL CASNG BEAD 6' RAISED BAND ''� 7G' TO Yi' lyln_mwl I IICCO /N"OCCn ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "1, 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'O.UICK FLASH' PIPE THROUGH / WALL I b' SELF ADHESIVE — FLASHING (INSTALL PER MANS. SPECS) BUILDING PAPER UNDER 'OUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Yd TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED _L p'r T: WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW THAT_9 RAKE _ BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/6' TEXTURED CONSTRUCTION : y�FINISH • WDOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.G. MAX a' CM V TO V MID -WALL 99e QCE A y- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .,,,. MASONRY BEFORE APPLYING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK( S' WRB LAYER 01, STUCCO WRAP APPLY I MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP �l WRB LAYER 12, FORTIFIBER BUILDING PAPER STEP 03 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-2 BEAD (SEE TYPICAL WALL OVER 60 MIN SECTION) GRADE 'D' METAL LATH FELT -PROVIDE ` SEALANT AT ALL JOINTS AND o INTERSECTIONS HI STEP 05 STEP #(o (9 l ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 C � a SVHDIV. & LOT: ABBOTT PARK LOT #24 BLK. #9 PRO"=T# 04181.000-24091 MODEL: 4EBB "1828—CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT DAM.6/14/21 SCALE: 1/4"=1'-0" SHEET dd2 WOOD SHEATHIN WOOD -� CONSTRUCTION V4' HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER'1, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER -1, STUCCO WRAP AMICO AM66-WFWC-180 CUSTOM CASING BEAD NO GAP IN FIELD -� (BFIOUIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE; 11/2'•I'-V* W. WOOD FRoO= WALL •WRB LAYER 41, SUB -FLOOR DECKING STUCCO WRAP WRB LAYER •2, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT WI ATHER RESISTIVH BARRIER 9 PLASTER WEATHER RESISTIVE 6' SAF. • TOP OF WEEP SCREED BARKER 9 TO SHEATHING BEHIND WEEP SCREED III' THICK 3 COAT CEMENT PLAWIER 4' POSITIVE DRAIN WEEP SCREED METAL LATH WOOD 1y 2 — i' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED 4' POSITIVE DRAIN - TO SHEATHING BELOW aCeeen WI5 LAYER R, L STUCCO WRAP (SHOW FOR SEPARATE AC ' WRB LAYER 4, FORTIFIDER M i BUILDING PAPER I i SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BE L 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE h RESISTIVE 'G i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE m RESISTIVE 42 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN I�ICCP 6t_RCFrf NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 RESISTIVE BERRRI 6' SAP. \ kRIES PEEL 4 STICK I Vx3' 'L' PLAS14NG FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GAL V. METAL DRIP EDGE )4'GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, k' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE i' THICK, 3 COAT CEMENT VINYL CASING 6EAD BARRIER 11 LAS PLASTER \ :,�: WEATHER RESISTIVE ralaHER BEm WATER PROOFING bt "'- BARRIER 42 .P1EL2 LAYER (2 LAYER PEEL EXTERIOR CVLU"IN ION OF 4 STICK) iiin ic.mrn�'L°- COLUMN SHEATHING ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GAILY. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF ST PEEL 4 —� SEALANT, k' MIN.STICK .DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK & CAP OR BACKER I k'xI % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER : ; CCNTINJOU6 VINYL CASING BEAD WATER PROOFING 14t ' WEATHER RESISTIVE LAYER l2 LAYER PEEL 4 BARRIER -1 STICK) WRAPPED FROM `' WEATHER RESISTIVE BALCONY DECK TO BARRIER a CANTILEVER.%�� i' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP BUD FLOOR EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE - -- - - - SET IN FULL BED OF 1 k'XI Ili P.T. OR SH'ULATE SEALANT, k' MM. WOOD (TRE)o FILLER SPACE FROM DRIP CONTINUOUS PAGE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATERPROOFING ROFILAYER FINISH LAYER (2 LAYER PEEL 4 PEEL 4 STICK) WRAPPED FROM 3/4 RESILIENTILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER il' THICK 3 COAT CEMENT PLASTER METAL LATH I W/TEXTURED 4 PAINTED� DAIiRIER .I FINISH HEATHER RE i' THICK 3 COAT CEMENTnINNELD BARRIER 4 PLASTER 4' PODITIVE 1 VINYL CORNER BEAD VINYL ivy eoi VINYL CASING BEAD NO (6HOUN FOR CLARIFICATION OF SEPARATE ACCE66MEO ONLY) BALCONY DRIP 11 EDGE INSTALLATION 4 STICK 6' SAP. \PEEL 1 )6'x3' 'L' FLASHING FLOOR FULLY EMBEDDED IN =®B ROOF CEMENT i I k' X 3' 26 GA. GALV. METAL DRIP EDGE SET' IN FULL BED OF • I k'XI k' P.T. OR SIMULATED WOOD (TREX) FILLER 9EALANT, k' MIN. CONTINUOUS 7OPT. SPACE FROM DRIP Y4' GAP FOR SEALANT FACE TO TREX VINYL CASING READ BACKER ROD. WATER PROOFING lot MODIFIED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 15/6' TYPE 'XTYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD 6WEAT14NO FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN nmEsa APmaen PLASTER LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (51-IO fN FOR CLARIFICATION OF VINYL CASING,BEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) - WALE, NTS WOOD SHEATHING: 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 21/2' rr,.m_m BEAD FASTENED TO 614EATHING a I' O.C. MAX. C WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER 1'^,-A CORNER HEAD ® FRAME 114 2 1/2' - CORNER BEAD (FASTENER E SPACING a l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD OP BLOCK WRB LAYER h, STUCCO WRAP WRB LAYER r2, FOR'TIF15ER BUILDING PAPER------*, METAL LATH -� d' THICK 3 COAT CEMENT PLASTER WSELF -ADHERING FLASHING WINDOW FLANGE WRB LAYS BUILDING METAL L< II' THICK PLASTER WSELF-, FLASHIPk DRIP C, WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING I WRLAYER STUCCOWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLO ED D I' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngrou'p.com AA B: 0003325 V 64 i F BUDDIV. Ac LOT: ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEL: 4EBB "1828-CALI" GARAGE s111111MO: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP, C PRINT 6/14/21 DATE: SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING —� WRB LAYER A, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER � METAL LATH a' THICK, 3 COAT CEMENT PLASTER (VSELF -ADHERING � FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER I METAL LATH (EXPLODED j' THICK, 3 COAT CEMENT vIEw FOR PLASTER CLARITY) WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 GOAT CEMENT PLASTER ('SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD Ca? WINDOW 15C (FRAME, W/BAND) WOOD SHEAT4 METAL LATH )'i GAP TYP J' THICK 3 COAT CEMENT GASMG BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER • STUCCO TO SIDING TRANSITION �WRC LAYER a, FORTIFIBER BUILDING PAPER SIDING-) WOOD SHEATHING WRB LAYER M, \ \ WRB LAYER 01,STUCCO WRAP STUCCO WRAP `- CASING BEAD (' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) WOOD CONSTp.ICTION BEYOND WOOD SNEATHING— WEATHER RESISTIVE 15.4mlR 9 WEATHER RESISTIVE - BARRIER 4 9f.' X l�AP SIDMO PLAS4M Rsr, - STARTER STRIP— GALV'O METAL — W PLASHING 6' e1MULATED- / I L I \ 0 RLA6NNG 6' 6ELP-ADHERNG Bi41AMxZZ apt, Rry WEATHER W616TIVE . BAPMER 4 RAS14W. RRYs GALV'D METAL •Z• PLASHNG D- OR p wboD TRIM MEMBER y. X 6. 6RL"TED YIOOD TRM MEMBER ♦ ` / OR APPROVECAPKALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84i-14a, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WO DO TRIXTION BUILDING PAPER--------\WOOI WRB LAYER "I, 6NEATHN4G— �' THICK 3 COAT CEMENT STUCCO WRAP WATT LLEATHER REe1SnvE- D.ARRIER 9 PLASTER ;. WEATI•ER REeIeTIVE- BARRIER 4 WRB LAYER 02, FORTIF15ER ux L�APeIDIN6 VINYL ANGLED BUILDING PAPER HER NG - caslNG BEAD METAL LATH VINYL CASING BEAD f OTARIER STRIP — i' THICK, 3 COAT CEMENT opt— (EXPLODED VIEW FOR PLASTER CLARITY) GALVD METAL— 'P PLAWNG 6RIULATED- TRRI MENDER E-z BEm vNYL cAR (WAIF,' PLEXWLE PVC BACKER ROD) CASING BEAD Cam? RAISED FL SNING.D"`� BAND (FRAME) '1T 6�T�' 1 A BAWER RESI6TIVE- BARRIER h SCALE: RE61ei1VE- DAptlER 4 BAIMER Rom -ADHERING .-� WEATHER RESISTIVE \ BARRIER M TO LAP 6' MK ABOVE TOP 1 OP , f-LASI4NG -WEATHER RE616TIVE BARRIER q �L WEATHER RESISTIVE / BARRIER 4 / 6' 6ff'%LATED TRIM MEMBER WEATHER RESISTIVE SOONER 'I ("I PLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `WEATHERIIISNOTIVE ® FRAME TO FRAME BAAWaER4 9 TRANSITION —_ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT ` SEALANT PLASTER METAL LATH a _ WINDOW FRAME -�...,--....�,....,,.,,,,_,_._....... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD ANY VINYL CA�IN� (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y<' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER stucco WRAP ( WIDE PEEL 4 STICK WINDOW FLANGE OVER FLANGE E_Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER Rt MEMBER APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ' EZ BEAD WINDOW CASING t 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003326 F V h Pi r p a o i W E O O L J str= a� I.oT ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEL- 4EBB "1828-CAU" GARAGE 9111117MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EYP. C CARE SHOULD 8E TAKEN IN KEEPING THE VENT PROPERLY 4', 6• AND TY SHOMN IN 4• GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PUKE USING IAA NAILS AT EACH CORNER. ROOFING CEMENT SHOULD RE APPLIED TO ALL SHINGLE EDGES NEAR THE prt TIE GOOSENECK VEMOPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERNETER AS RECOMMENDED IN SEVERE MEATIER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WM THE CONSTRUCTION ZONES. CHPRT SHOW IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE TIE VENT OPENING INACWRDANCE NAM VENT FA N HMNUFACTURE'S PIPING CONNECTON INSTRUCTIONS. DO NOTCUT INTO TRUSSES OR RATERS NMEN CUTTING TE OPENING IN THE ROOF. RR INTERFERING SHINGLE NAILS P12011D 1iE �c PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS P AT TO THE ROOF SHEATHING. SLIDE THE TOP MID SIDE FLANGES OF THE VENT UP AND UNDER SHINGLE S. INVENTFLMDES TOIAY OH THEMINGLES. THE TOP OF THE SHINDIES. e�c ROOF HOOD VENT DETAIL BCALEI M CUT WDIYE~ Trim POLOA HGTRB TUOC P AT A' ANGLE At WA MODEM[) 11. OJT 14T• N WOJnE~ LINE OF WMDQU Of"No POLD N AT \ APPROVED HOUSlU.RAP OVER SWEATWNG OVER WD STW UW-L SLOF STEP 1 INSTALL •' SELF-ADHERB(G PLASWNG OVER NAILING RANGE AT JAMBS WO RAN/ V IL I' BELOW SILL \J/` REkIBLE R,ASH(IMG DO NOT SEAL BOTTOM PH STEP 6 PLASNNG OVER VNn LEAD RASMW. (uTW DAMS)NARING PLANW MLF-A SELP-AD4ERN9 RAISINS I' MIN BEYOND J.N'TD F1..4SWSNG INSTALL VINYL l CAP MOLDED AROUND BASE OF NPE AND OVER FANGE ALIGN PLABWNO UY INT. EDGE OF SILL RO. PUC404CALLY FAIS,TEN PANED EDOEe. (CAI` NAILS, STAPLES) ]INSTALL OUP09 PLIDNRAP AS TH PLANOG AT TIO POLO HOUSE~ DOM A TAPE DIAGONAL CUT . ACROSS WEAR Q WNOM PLUMBING VENT DETAILS E. )P SEALANT AT AM90 AND WEAR APPLY TO BACK, *CCYIN ILNG LANCE N LINE W( 'IE-PNNCWED MISS OR SLOTS. INSTALL WOOS ADHESIVE - BACXED REXIELE PLASNN6 MATERIAL OVER DRIP CAP JOINT (PRSOTEOTO-~ BT-20(L a EOJIW STEP 7 STEP 8 `l`� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 w WDE 0FASTNERS1THIN SW 'D_�ALNE XTRA FASTNERS IN UNDERLAYMEN ENDOFSHINDLE TENDENDSNNGLE I�INWO' ASPH�VALLEYCENTERLINE ATLEAST12'BEYOND CEME _ CORNER AT 45 DEGREE FROM VALLEY CENTERLN: L IT IS, THE CONTACTORS, REDFCN/IDILTY TO VERIFY ROOF VALLEY DETAIL HOUSE~ caPAT1 1ELLrr a 4 S LI'ADLEF 113A G THE OORM, DILITY rF ALL PROVICRN. SCALE, NTS R.ASWMG MATERIALS, DEED DURING 0"TRJCTION 2. INSTALL ALL MATERIALS PER MAN/ACTL REM WRITTEN S,PECFICATIONS, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW HBO FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTIHISION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OSI W21J (0 EGLAL) SEALANT I PLWD CLED PLASWNG(LAW= W4I1-E-SEAL RC-N OR EQUAL 1 SLOPE SILL TO EX L IT Is THE CONTACTORS RESPOMIDILTY TO VERIFY THE COMPATIBILITY OF ALL FIEOD=M INCLIIDNG SEALANTS 4 W-P-AIDLEIM4 FLAS14M MATERIALS USED IXILNG OONSTRJCTICK 2. RAONING AT EXTERIOR WINDOWS AND DOOR OPENINGS MALL DE NOTALLIEO IN ACCORDANCE WITH MANl+ACTI#ERMS INSTALLATION NDTRIJCTIONS AND APPROVED METHOD U OF PBC FWWDA U N ACCORDANCE WT14 FENESTRATION MALPACTUIER'S INSTALLATION AND PLASHING N WTRICTWW W9@lRiGL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTO 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 VAImabdesigngroup.Dom AA #: 0003328 Z Ail ERN N x l IN RRRR"BUISIDIV. & LOT ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODEL: 4EBB "1828-CALI" GARAGE AWING: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C 2021 AA W7 PT aRINwTE: 6/14/21 ff 4"=1'-0"5 \ 2x6 SUB-BANt) W/I'x4' NOTCH m END, WRAPPED IN PEEL t STICK _ METAL FASCIA wRAP DRIP EDGE I\\ I\ 1/8' TEXTURED I \ FINISH ® WOOD I \\ 2xe SUM, BAND 1/2' TEXTURED \ FINISH a CMU \ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ ©FLAN B \\\ NOTE: NOTCH FOR 2Xfo \\ \\ SUB BAND ONLY ®ELEVATION ®F'L)4N A 1/8' TEXTURED FINISH • WOOD, 1/1' TEXTURED FINISH • cm METAL LATH `-WOOD SHEATHING jt OR CMU WRB LAYER 1, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) RIP EDGE, I' OFF WALL IOT INTO STUCCO) ROOFMG CEMENT DRIP EDGE METAL KICK OUT Il/8' TEXTURED FINISH +S I WOOD, 1/2' TEXTURED FINISH f CMU � / 2x& SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND WllO 'x4' NOTCH B END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL .3• x x x x x x x x�S( 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 x x x x x x x x x x x x x x x x x x x x x x x x 7`���x x x x x �CT2� x SUB BAND DETAIL (& WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN5'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L 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 WM'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 F 94 Fq 2 a w 9� 9Tv8DIV. ae LOT: IN ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEL, 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C D TE 8/14/21 SCALE: 1/4"=l'-O" SKEET Vd A6 FOUNDATION NOTES kFH:1➢ 28'-8" 1 V-011 15'-10" 9'-6" 9'-8" '-4" 3,4" 36'-2" TOP OF � SLAB "' ro _ 1 - - - - FM-12X72 - - - - FM-12X78 - roI to R 4" CONC. S2 \" SLAB w F-24X24 JaI *.3 1/2" r m `\ 10 -0„ 10 • I \ �� EXTEND FM-12X78 4" PVC SLAB 1 1/2" Li `CHASE to \ \` 0'U. OPOF I \ SLAB \ \ \ \ `S �\ LL \ tl 1A 1 -LE 1 - - - - -� I i N 4:5 1/2" I I a 17'-8" 2'-8" I 30 5 I I I N I SIM. EXTEND .1 1 I 2 1A SLAB 11/2" 1.1 -- 1.1 ,.1 02 FM-12X18 4" CONC SLAB LL r I0 W SIM. 51/t�' 3,_6„ 1 I Iya *:31/2" I to *-71/2" 1A 2 0 ----J 1.1 ^? 1.1 1.1 1 1 A 1 FMC-12X18 FM-12XIB ' FMC-12X18 4 F c L 1.1 1.1 FM-12X18 4 1.1 i.t 2'-8" 16' 0" 2'-8" 4'4" T-10" 10' 2" 14'•0" 21'4" 39'-S" 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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WNVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS . W1.4XW1.4 OVER GENERAL 3 1tZ' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 I..SEE PLAN 10" - ) 's FW1202 12' CONTINUOUS 17, - (2) W. FM-1208 IT CONTINUOUS 18' - (2)#5's (+)0'-0" FM-1608 16, CONTINUOUS 16" - () s (+)0"-0" FMC-12z18 12" CONTINUOUS 16, - ( 's VARIES F-2424 24" 24" 1 s s (.)11141 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAK 407-774-4078 www.abdesigngroup.com AA #: 0003326 9UHDIV. AC L07 ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODELc 4EBB "1828-CALI" GARAGE 8WIMG: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C D TE 6/14/21 SCALE: 1/4"=1'-0" B*MET sl 301 MIN. EACH WAY MONOLITHIC FOOTING }t ,v STEEL REINFORCING IN GROUTED Z5STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND d i CELL SEE PLAN FOR SIZE AND ^ SPACING REQUIREMENTS i5 SPACING REQUIREMENTSvs° 1 GARAGE DOOR RECESS o w ° m ' FM °, q off B' g 8' CMU WALL 6CMU WALL ' b +- 0'{Y' ° I ..1 CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG EACH y wW +- 0'-0" °I°,T" ( WAY AT ALL CHANGES IN DIRECTIONS "� 4 TOP OF SLAB TOP OF SLAB I ...° 50 THAT THE STEEL REINF. CONTINUOUS °I I( U MATCH AMOUNT OF CONTINUOUS BARS CURB FOR < EE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLABq" CHAMFER (1STORY) #3 18" SEE SLAB SCHEDULE TOP OF GARAGE -FOOTING EXT. PORCH SLABW/1l2'ISOLATION CONTINUOUS STEEL MONOLITHIC ° REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET vro,AT ELEV: 6"CHAMFER (2STORY) gAND � �4"CHAMFER (iSTORY) 0'-0JOINT (WHERE#4 24"1/2"ISOLATION iSEE SCHEDULE � 6' CHAMFER (2STORY)APPLICABLE) JOI NT(WHERE •! •30' APPLICABLE 4 SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING OR BAR SIZE #6 36"42' i FOR WCD, BAR SIZE ? DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAD, BAR QUANTITY AND BAR QUANTITY ti NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 2 @ GARAGE SCALE:3/4"=1'1P' CORNER BARS DETAIL A DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONIC. z U POURED CELL -E, 8" CMU LAP TOP PLATE A MIN, OF 48" 5 #4 REBAR @24" O.C. Q CENTER OF AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING > o I WALL W/ SYP 0 I 7CAPPED GALVANIZED PIPE Q NEW REINF. BAR w SECURED W/ 2-PART No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ 1/2'k9' WEDGE ANCHOR WIZ' W/FLANGE BASE Q a I EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH d 8", UNO PLATE EPDXY 5-12" EMBED. MIN. @ 16' OC § a%} § FOLLOW ALL MANF, SIMPSON SPH4 OR SPH6 MAX. 4" CONC., REINF. W/ SPECIFICATIONS FOR s I BTM AND TOP PLATE .. I 'X6" #10 W WM ON M 6 USE AND ANCHORS W/ 10d x 1 1/T' 1 6-MIL POLY ETHYLENE SECURE FLANGE TO SLAB W/(4)1/4" X 21/4' PR O 4„ 4' EPARATION OF HOLE. COMMON NAILS FILL ALL w VAPOR BARRIER ON HOLES, DO NOT USE 10tl a i I 1•'p WELL -COMPACTED TAPCONS x 3" SEE SLAB SCHEDULE JI CLEAN FILL TERMITE y, TREATMENT SHALL BE BORA-CARE 4q- TOP OF SLAB °I f° (2) CONT. #4 REBAR 4" CHAMFER (I-STORY) f 6" CHAMFER(2STORY) ° (2) #5 REBAR ON CHAIRS 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% Ea. EQ COMPACTED SOIL VIRGIN OR ENGINEERED SOIL � .U . . SEE SCHEDULE FOR MD, BAR SIZE SLAB HEIGHT LESS THAN V-6" PER PLAN BOLLARD 5 ADDING BAR TO AND BAR QUAN TITY EXTERIOR MONO DEEP SCALE'. 3/4„=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL C 6 SCALE: 3/4"=1'-U' (W/ UPLIFT) BLOCK WALL SCALE'S/4"=1'-0 Sf22MW/ : LAP TOP PLATE A MIN. OF 48" _�_LLLLQ�Q�,�� AND NAIL W/ COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' ��� NAILS, 2-ROWS, 4" BTM. S, OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OVER NAILS, 2-ROWS, 4" O/C 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 WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE f BTM. PLATE TO BE PT. PLANS fOR SPACING. SINGLE d a PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY SECURE ST. PLATE TO BTM. PLATE TO BE PT. SLAB W110tl MASONRY NAIL NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. Q ADDITIONAL METAL ADDITIONAL METAL o N CONNECTORS NOT4// CONNECTORS NOT § 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. +- 0'-0' LINTEL CONT. (TYP.) H W 8" CMU FILLED CELL (TYP.) - TOP OF SLAB1POURED SEE SLAB SCHEDULE a,I"- > SEE SLAB SCHEDULE 2X WALL FRAMING +-0'-0" SEE SLAB SCHEDULE 12'DIA. SIMPSON ST82 BOLTS S" TOP OF SLAB `� +-0'-0" i 6 d 'ISOLATED MINIMUM EMBEDMENT INTO ° _ , �_ a TOP OF SLAB b COLUMN PAD CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND 16' O.C. VERTICALLY MAX -. ° . < -•.< POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 1 • SEE SCHEDULE SEE SCHEDULE FOR VVAD, BAR SIZE FOR WAD, BAR SIZE . / AND BAR QUANTITY I Ea. EQ. SEE SCHEDULE AND BAR QUANTITY FOR MD, BAR SIZE AND BAR QUANTTY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:3a"=r-o" (NO UPLIFT) ' scALE:3/q"=ra' (NO UPLIFT) 10 SCALE:314"=V-0' 11 SCALE:3/4"=1'0' L441 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 M aUDDIV. & LOT: 01 ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEL 4EBB "1828-CALM" GARAGE 9WING: LEFT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN Sl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 a F $ SUBDIV. de L.OT ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODEL.• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C oe OL%A AB�l gFAA NO 9 ��� DA 6/14/21 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONOBEAM VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION • I_ TIETERTICAL REBAR a a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. #3 19, n #4 24" #5 30 #6 36.. #7 47' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED 3 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m� a S" CMU WALL " -SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA. s 4" CHAMFER (I -STORY ) 6" CHAMFER (2-STORY) 18„ o z MATCH STEEL REINFORCEMENT PER SCHEDULE #5 3a' 36" #7 117 42" SEE SCHEDULE FOR BAR, flA QUAZE AND BAR QUANnTY NTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=T-0" NG RCE REINFOMENT PER SCHEDULE #5 BARS S" El b CMU UNIT DIMENSIONS a ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 314"=T-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 Pi a a SL7HDIV. & LAT. ABBOTT PARK LOT #24 BLK. #9 PROJECTjF 04181.000-24091 MODELA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 17 DATES WT 8/14/21 SCALE: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO MOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 RZMM 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 PO (F61) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L--------------- ------------J 8F16 MIN.-1T/OM/1B 17'A" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB L---------- L--------- 1 LIFT BEAM PLAN SCALE: 1/4" = l'-O" d N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 4 h a r g�, O � a avBaly aLAT: ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE: 8/14/21 BCAuc: 1/4"=1'-0" SHEET S #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 3a'TYPICAL #5 BAR IN BOND BEAM CORNER ( DREINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" NOtNO �vE o�ppY � PLACE STEEL REINFORCING (1-2)AS DEPICTED HEREIN. or �e. 6 P`� F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR EVE 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR9B 6" BOND BEAM b 11f5 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B• �t HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'06" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •+!- COURSE OF BOND BEAM 15 OMITTED AND A LINTEL 15 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WIDTH #OF#5'S, IN BOND BEAM COURSE �Eo T/1�/c B �9 FEP a Qt>f NOMINAL--!-�-'16-1 HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-lT/1MAB INDICATES A DOUBLE SONDBEAM #5'S, BOTTOM AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1 M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST "a 1/4" WINDOW SILL Z m SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION Y SCALE: 1 1/2"=1'-0" 8.16 DEL 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) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS Tno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT DEB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 j - SINGLE #5 CORNER BAR, 30x30 TURNED UPjZ� OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 W W W.abdesigngroup.com L AA #: 0003325 A 6 k W sUDDIV. & W ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 HODEIA 4EBB "1828-CALL" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C '-M NO W723 DATE: 8/14/21 scALE: 1/4"=1'-O" sHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 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 PW36, .177" ° x 2 7/8" LONG, NTH 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 4 N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a 33 C a F a 9USDIV. & I.oT: ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MoDzu 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C NO W723 D TE: 6/14/21 8CALX: 1 /4"= V-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A41) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 k' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 0 10d TO &(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", AND TRUSS AND (4) 1/4" x 2 1/4" (4)1/"x SHEATHING (12) 16tl z 1 J" NAILS TO TRUSS (9) 10d x 1 �" NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2ACCOMMODATE TRUSS 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SE SEE ARCHITECTURAL x 2 �" TO GIRDER 2x SECURED W/ GALV. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES (9 24" O/C, lx2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) BIDS J" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED W/ (3) 16tl SIMPSON FGTR GIRDER NS WITH AND APPROVAL GALV. COMMON NAILS. D (18) S (2) }" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" (2) lx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, V770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE 3'"""`°' ROOF q GIRDER CONNECTOR(S) Ss(i)GIRDERCONNECTOR(S)TYPICAL SCAL '34"=1'-0" `� SCALE: 3l4"=1'-0' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d ® EA. TRUSSES WHERE W/ tOdx12 HDG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT ®EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING PER ELEVATION 0'-0" TO 30'-0" (1) "X" BRACE ) FLOOR 30'-l" TO W-03 "X" BRACE () SECURE 2z PT. PLATE GIRDER 8'u' MAX (wnX4) (1) "X" BRACE @ CENTER TO BLK W/ 1/T DIA "X" OR 1a-0-MAX (WRX4) (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' * FROM CENTER TO END, WASHER SET IN HIGH P ELEVATIONSTRENGTH 2x WOOD FASCIA, EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM.CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/7' HIGH BRACING, SEE P.T. PLATE W/ 12d's 9'STRENGTH Cl-G. BOARD rn PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) H H REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16tl TOENAILS (2) 10d's @ EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A, B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8(18)RE x 2x4 OR 2z6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING °. 1/2' GYP. WL. BD. ' 1.4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER < MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF °a • 8 - � ° 10'-U.O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �-� BTM. CHORD BRACING BLOCK WALL W/ GABLE END G v _ GIRDEWWOOD POST CONNECTIONS SCALE:34"=1'-0" SCALE: 3/4"=l'-0" PRE-ENG D TRUSS . 5 „ FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE Y SCALE3/4"=1'-0" (NO UPLIFT) NOTCH DEPTH 114*0 HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUrf IVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS LIMITS SCALE:3/4"=V-0" Il N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V r °4ffihe t 4 atmDly. & L/oT ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181,000-24091 MODEZA 4EBB "1828-CALI" GARAGE BVrING: LEFT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'1P O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0(-0" TO 30'-0" (1)'W' BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 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 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE /-'� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" VTCR SPACING (1) AT EA AND 5'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT SHEATHING SEAMS) (BLOCKING FIRST TWO BAYS 4'-0" O.C. (AT PRWOOD O-C. NOT SHOWN FOR CLARITY) TRUSS (TYP) E-ENG'D WOOD MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE a(6 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 W/ 12d's 8" O.C. MAX CONC POURED LINTEL COURSE CONT. 2x4 SECURED Wl (2)10d's Q EACH TRUSS TO BE INSTALLED 0 W-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O aUBDIV. ac L10T: ABBOTT PARK LOT #24 BLK. #9 PROJECT# 04181.000-24091 MODEis 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 6` AR NO 937?3�AR NO 93723 ' F-paurrDATE: 8/14/21 SCALE: 1 /4"=1'— 0" SHEET S3.1B CJ GABLE. END r— HIP ROOF T w ROOF WIND DESIGN PRESSURES 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 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4' -0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. -/_ 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 4020) FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. ( 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE IuoFBBFUTc SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/Z' 0,131 F1667 SC E SHANK 170,000 RING (i-20 RINGS 6 RSRS-03 8d RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2316' 0.113 F1667 SCREW -NAILS RSRS-01 KHYI tKU IK —� F SHEATHING --� � ROOF � EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS C 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: I OdNAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRINGS— GUN NAILS 04" O.C. ,. TOP 4 BOTTOM EOGEB ,. l/ ' VP FXT RHFATHING ATTACHMF �w o 8 Ho $M ■���s00 ult 11 111 101 11 mmmmmL iilull - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ , .".'DECK SCREWS 0 6"-8" O.C. MAX 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 C330314 MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE fi%AIR ENTRAINED CNCRETE EXPOSEDTOEARTH ORWEATHER IENO NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7M EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CH4MFERED 314°. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR SORRIER MEMBRANE UNDER All SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVETAPE. 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 SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'A° OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7tn EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. 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 TIETDOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 Psf 20 psf TOP CHORD no—curfent 10 psf BTM CHORD-n—onc—m DEAD LOAD DEAD LOAD 15 pH TOP CHORD 20 psf TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20P'f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40Psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40Psf REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A816 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36' % 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY. LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAVANGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV 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. LEVATIONS DIMENSIONS ETC. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS, ' THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING ALL CLADDING WAND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING PM' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXES AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTARJOINTS EXCAVATIONS AND SLAB DE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 795%T E DR MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM A CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SWILL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATION$); B. FOR CONCRETE EXPOSED TOEARTH ANDIOR WEATHER: 1.1/2' FOR ASAND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4° FOR SLABS, WALLS AND JOISTS 1-iQ" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 A36/A36M FY = 36 W FOR ANGLES PLATES AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 Iwi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 kei. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A—CATON st¢ _clNG APPucAnON svE TYPE REMA,:Ks #PTFURPoNOTO INA6CNRY/GONG 6E HARDENED COIL GNAILI t?LONG. 0. GARAGE DOOR BULL( ASONRY.CVNC. OVi ASHER APWN MgSONRY FASTENER 9 On; ?EMBED' END EDST. SO., AL E%i DOORS I T, SEE WTE6 G16E HARDENED CCIL NNLI I?LONO. 9 YANDOW/OpIX!/FASTENED INTOMA60NRYICONC. PRAGE DOOR BLCI( AGNRY�NC. b6?q wr wA3NER E%PAN&ON BOLT FgC(3Id"DIN 24 OIC (1?DA) d•EMBEO.. d•ENDDST., YECGE q9i. veNoow BUCK cA9E HARDENED WIL 9•Gc� `MNDOKYOpON FASTENED Eru sTRM TO CONTACT THIS ENGINEER FOR SPACING PT.9EE NOTE6 WBLI I?LONG. AG GERED INTOMASONRY,CUNC. nMiASDNRYrcoNc. REQUIREMENTS IXT. SKINS DOOR BUCK h PT, BEE NOTE 6 (1)yf 8•W1 NO WggHER 'TAPCIkY 10 aC I IR"EMBED, B END. DST., I t? EMiE DST. NON9EWIN0 WOOD qLl TO GONC.9lFB EXXGN Di OC ISEMBED. SHER BOLT DST., 3• EDGE DST "TOwN00W BUIX G.13B° PAF e d D9T.,1 I? SNEELCOL., SEE W/WASHER STAGGERED ENOEGGE DST. OTEfi 1. S � PLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wl TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com _. AA #: 0003325 p M i6 rr IND S D 6 SUSDM Ae LOT ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODEU 4EBB 311828—CALIf1 GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 7 �"0XAWkrroA"CRA) WW PDAINT R21 TE: 8 /14 / ff 1/4"=1'-0"N1 a w v r� © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED ` THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHE TeIMAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX.--c4 lo- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFITS ® J-CHANNEL-/ 11CTA II C J—li! 1/11VIVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING �TRUSSMO / / BY OTHER EMB. WOOD BATTEN �J-CHANNEL ® v DETAIL B LJ-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN ,2X2 WOOD BATTEN 10 SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. ,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) O3 J-CHANNEL i„ DETAIL C J-CHANNEL .08 DETAIL A TRUSS/JOIST/RAFTER BY OTHER INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 F R o evaaiv aL.OT: ABBOTT PARK LOT #24 BLK. #9 PROJECT* 04181.000-24091 MODEU 4EBB "1828-CALI" GARAGE 8TnNG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. 7 20 1 mm DATE: 8/14/21 OCAL.E: 1/4"=1'-0" SHEET SDI Of Stl 41AC- 2 i3bZ5C 2 �- • a w