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Home My WebLink About7613 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel- (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -(TOM HOII = CODE, REST Umm, rrli EDrrION () - ALL IACAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING AD AIR LUM MEDICINES LU MEDICINE CABINET ALT. ALTERNATE MFR. MANUFAC, MINIMUMTURER BAD BOOARD GE MT METAL THRESHOLD CL CENITERL NE MID, MOUNTED CAB. CABINET MTL METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR G.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TIE EH. PHONE D. DRYER PUT. PLATE DBL DOUBLE PLYWO PLYWOOD DUAL PR PAM DIA, DIAMETER PT. PRESSURE TREATED DIM, DIMENSION R RISER DISP. DISPOSAL RAD. RADIUS OF. DEEP � REP. RREEFRI�GERRAATGRILL pn DOWNSPOUT Ro R06HOPENMG D.W DISHWASHER S.C. SOLID CORE EXTDR EA. TOR EV. ELEVATION ATION s x. SIINGGLE DETECTOR EQ. EQUAL SHT. SHEET EXIL EXHAUST SHTBG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.G.TX. FU®GLASS SIM. SIMILAR FA, FUEL GAS SL. SLIDING FAT. FW SIT SL GL SLIDING GLASS FLR FLOOR STD STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FTC, FOOTING DOOR SECTION GA. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THR. THICK GAR DISP. GARBAGE DISPOSAL T OC TOP OF CURB G.F.I. GROUND -FAULT CIRCUFF TOP TOP OF PI ATE INTERRUPTERT.G.S. TOP OF SLAB GL GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD U.N.O UNLESS NOTED ITB. HOSE BIB OTHERWISE HDR HOLLOWCOREV.P..VAPOR PROOF HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD I TF. INTERIOR WOW. WINDOW W/H WATER HEATER ) WT. WROUGHT IRON DATE DESCRIPTION ov26/o `D'818„�D ARCHITECTURAL SHEET DESCRIPTION 011bll8 2d1 FBC UPDATE PG C1-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG D 1—DETAILS PG D2 —DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Ob16A4 CD'SR's-ftm ONVO SIDING ELEVATIONS ADDED 03/26/0 CD'SRE-16SUED OOA9AS FOOTING REVISK7N PERM. ECUEB 9,4� CDSRE-Ig&D 02/MY5 ADDED OAMLESS FOOTER AT GARAGE DETAIL (FORT MYERB)DG 02/22/I13 "MAINTENANCE 034SRi IlNISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLc. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 1441 NORTH RONALD REAGAN BLVD.IRE)INMCE-S Fax: (407) 774-4078 SQ'FT• C'ALC' S 'ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UNLL BATSON (MELBJ M09 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MEiLEU LIVING 1,82860.FT. GARAGE 430 Sa F•T. ENTRY 16 S0. FT, ' �' TOTAL 2,362 80. FT. LL WORK SIiA LL CnNiPLY WITH p ODES FLORIDA BUILDING r} /� cREVgI�ffV p' /A @y�(1I-/IR IIVs�COOE, ATIONA! ELECTRIC C /":1� ♦�D�. ry, y� yy� ND THE CITY +�' 1d`�� , �AUG p 8 REVIEW °�" .....�,,,,. a� �,. 2 . c; CITY ��.�, Y" PLAN k dIi. i W± 0612AS ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL I20.IA(ORU 26RU18 ADDED LED LIGHTS • KITCHEN 4 BATH PER MARK BOWER OT/" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) �m ELEVATION Ya' 81DWG•ADDED LOUVER GABLE ROOF imam ADDED OPT. W-O' CEILING NEWTS @VM0 REPLACE TOP CONNECTORS UTN 51MPSON =*1ECTORS 04MXA0 REVISE ENCAVENT RADON PLAN DI1EN61dN8 O4/OJ/:O OPT. S'•O' CLG. NOT.- ADDED LED LKaNT IN FOYER 04,Oo OPT S'-O' CLG. HAT. ELEVATION 'C'- REVISED W*W OF ARCAMY mg/nGO ADDED ELEVATIONS V N 'M' (OR.)�� STRUCTURAL SHEET DESCRIPTION Onne ADDED ELEVATIONS TYa'-TIH'-T18' (on) PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG 51.2—DOWEL PLAN PG —DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.I A —DETAILS PG S3.IB—DETAILS PG SNi —DETAILS PG SDI —SOFFIT DETAILS DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A9 DESCRIBED IN THIS ERASING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTTON BASED ON THE DRAWING SET. N71ADI/11 ao2oFacuPDATE 03AM1 ADDED SOFFIT DETAILS 04/1641 ADDED ELEVATIONS N' N 'O' (OFV 001/21 ADDED STONE OPTION ELEVATION Yd IMIELBOURNE) owmi AD=ELEVATh761' 4'O'(ORL) 0S/My/l ADDED DEN OFT. (TAMPA N FT MYERS) OSA8R1 ADDED 20' FOOTER OPTION (TAMPA) 1 N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774•I078 www.abdeslgngroup.com AA #: 0003325 a x DL is svHDIV. at LOT: ABBOTT PARK LOT #1 BLK #12 PHASE 4C Pi20JECT# 04181.04C-01121 MODEIA 4EBB "1828-CALI" GARAGE 811ING: LEFT PAGE: COVER SHEET 160 MPH EXP. C D PRINT 10/26/21 8CALE: 1/4"=1'—O" SHEET 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES 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 %' INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TCONTROL IL I N A PER ALL A O SO EROSION S P LOCAL STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THATCONTAINS 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBRIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %i AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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, e" 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 S CCO CE WITH ASTM-C926-18b, ASTM-C1D63-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -198 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 CERAM i. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 IL c o aysarv. a: LOT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODEL• 4EBB "1828-CALL" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DATE: 10/26/21 aCALE: 1/4"=1'-O" aEIEET GN II� 01111110 i o11111111111101111111111110=� 011111fo ■ oPo o o LRING 11 • - : o , o - :I1 R110 — 011111111Lo 'll 0 p i O w will ----��JJ ME& >. mm II o o - • o min • _ - • AS EQ PER I-OODE- oGARAGEW-0 CIA - i 1 o - - t:11'11 o - - t�� _ • 2 'S� r • -W4ri i -i -I -- olioEGRESS :I a] Bello 01111110 c o1111111110 � 0111111110 FLOOR PLAN SCALE: 1/4' • 1'-0' c �* DBL. TOP PLATE 9 m BAR DETAIL A ecALE:1/2'"I'-0' SQ.FT. CAM'S LIVMG 1,828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 $Q. FT. LANAI 88 60. FT. TOTAL 2.362 Sa FT. OOIMMAID O AODIDMID LOADS IA1C MID OTOIIAMi FOR I8EOOID GM OPBilO6 BOWIE M WWHWDMO 1189 B AIDTM'E FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 2621-319 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIR01.DAIB009 HDR. DTL. B SCALE: 1/2 " I'-O' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER CN METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AN #: 0003325 rt t O c SLJ mm Z LoT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MOaErr 4EBB "1828—CALI" GARAGE STaNG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 29 AR NO W70 nw�TE'. 10/26/21 SCALE: 1/4"=1'—O" SHEET Al ./-I8'-4' BLDG. HGT. FYPON LVI2X24 _—_—_—_---_ OR EQUIVALENT -- — SHAKE SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYP.) 11 b' TRIM b BOARD (TYP.) b' RAISED III I III 6AND (TYP.) OPT.COACH LIGHT W-O' BRG. HGT.s, LAP SIDING AS SPECIFIED (TYP.) i—SHINGLE ROOF OFF RIDGE VENT FYPON 5KTIIXPI OR EQUIVALENT REAOf ATTIC = 2364 SO, FT. NET FREEVENTIIATION AREAREQUIRED = V300 REQUIRED VENTILATION AREA = 236413M 7.88 ENTILATIONAREA)(SQ, INCHES PER FT.(144) 1134.72 SO, IN, MIN. REQUIREDVENTIIATION .5X 1.134.72 IN UPPER PORTION OF ATTIC 567,35 S4. IN. OFF RIDGE VENTILATIONAREA 115 SOL IN. PER VEM 35 567.Ins TOTAL* OF VENTS REQUIRED = 4.93357 OTAL*OF VENTS PROVIDED 5 =OF ATTIC IS TIE PERIMITER OF TIE HOUSE, LESS THE OVERFN.NG IXTERIO R OFWALLTOEXTEMOROf WA NOOVETHANGSINCLUDED PIP EQUIVALENT DECORATIVE SHUTTERS OR 45 fill MEN rwTyp. 4--- 4'RoiMSED LEI SAND (TYP.) n LEI FRONT ELEVATION-D SCALE: 1/4 • I'-m' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION-D SCALE. 1/4 • 1'-0' TEXTURED FINISH 8'-0' BRG. HGT. 0'-0' FIN. FLR. I, Z b �' i 8'-0' BRG. HGT. 8'-0' BRG. HG7. I - I \a 1�4-L / iA DECO. DTL. A SCALE. I/2 1'-®' O'-O' FIN. FLR.s— - — - — - — - — - — - — - — - — - — - — - — - — - ------------------------- oV-0 OFF RIDGE VENT i F] 0'-0' FIN. FLR LEFT ELEVATION-D SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION-D SCALE: 1/4 • I'-C' TEXTURED FINISH i N. RONALD RFAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 v�l Elm SLTBDIV. do LOT. 44 ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 moDEL. 4EBB "11828-CALI11 GARAGE 811111INO: LEFT PAGE: ELEVATION "D17 160 MPH EXP. C 29 DAIM 10/26/21 SCALE: 1/4"=1'-0" >sHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e C*V OUTLET 20 AMP SNM.E POLE IIOV OUTLET llov OUTLET la OF OUTOT OPEC, To OWITOW 4) CYI IIOV OUTLET EOWPED W IGA D PAL NYMPUP" E(TAPER RE"'ANT TYPE) 270V OUTLET (4) URN CONNECTION GPI EXT CUTLET ART SWTCH SWITCH D-WAY OPER 64 SWTCH 4-WAY OPM WALL PIOAVW LIGHT C:EILNG LIGHT © LED CIA LIGHT LED VAPOR ©K' PROOF LIGHT O VP VAPOR PROOF LgNr OQ RECESSED CAN eV1ONT. FAN I OW9 PER S4 Fr. MIT. FAN "Liam 1 CN'T FM Sa A. V LUNT (SF4CIS TSD by PL� T t-EILp YRRAP ® AROURO FLUOLLIIa1py!HI T IWPAP (SUIFACETMNT.7� AROUND 2' FLUOI ESCFHT 4' FLUORESCENT :-�--e---�—v+ C 4' TRACK LIONT 0 P.MIEL sib MITER S.D. man DErEcrm OeE ICJ WALL P%XmTED EMO a DERCroIe EUTT. RAac-Ur WLyE�E� ulM04 PWNCkIMCONN[-Iw SMOKE OON� NrWRSHALL M A DISTANCE OF NOT LESS TNEN 4' PENDANT LOW NATURAL OAS CUTLET ` TELEPHONE JACK ply m M st[veT[D g AIR COM"A"" DNN GMCT EWE AM!ON F�N TEI.MSION JALtK CEILNO WoX Pmamm ro M N O J•Wox Aeea oAWPPNcOeIRIED SEARED AS RuuN FOR E FOR INSIMIlICTION OR NG eoX EQUim CEL.1 PAN01.1 TO M SUPPORTED N ACCOICANCE W GOX MARKED AS SIDN FOR Anna 24- dGYNDEOGM LIGHT STRIP nno SS' INCANDESCENT LIGHT STRIP LIGHT STR P ROOD LSNr OP(. SECURx KEYPAD PA NMI -MITTEN FOR CHPfO we FORT • LOCATION OF TV JACKS C PHONE OUTLETS C PANS TO M VERIFIED ° HC'EOwER PRE -CONSTRUCTION MEETNO. • ALL 16 K 20 AMP MR4CH CIRCUITS TOM ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF CO@ TTI ®PION mete) C NEC tlelJ tdT mIT1ON. • 70 AMP DEDICATEp LAUNDRY CIRCUIT. • OPI ° ISLAND (NOT ON KITCHEN CIIRCUIT) • DIS WAMEIR DISCONNECT TO OE LOCKOUT N PANEL • DAIMP OOM DSNAI)ST PAN TO HAVE MN. CAFIAC 1T OF SO CRT INTERMITTENT PER! ELECTRICAL PROVISIONS OF SECTION M11W.5 FlCOE TTN mITCN [Wee) • LAINORT ROOM AO DSMWMER REC@rcAC:LC ND FAULT SMALL OE ORCUCIRCUIT-NTERWR•TER PROTECTION POR PERSON EL ON FEEDERS • UP04 METIOD SMALL EE NON METALLIC CAISLE PER ELECTRICAL PROVISIONS OF FGt-JR TTM [D (]ete). • ALL WORK TO COMPLY wTM ELECTRICAL F4WVWCNS OF THE FE CR M14 m (tetel • ALL LA' S SMALL ISM S[L[CTm SY PIOE !! AND TDM [1F LINNTSIS MUST ![ ENlR7Y E#ICICNT TYPE PER G ENEI F16tlY tdMEMdTION [RESIDQCTIeL EI([RiY ESTICIONCY) tSee. lKh WDrc10N R/eAJ METER FIELD VERIFY LOC. ■ --------------------------- COACH L*HT ELECTRICAL PLAN SCALE: I/4' • I'-0' MTD, LIGHT TO BE INSTALLED, PROvIDE J-BOX FOR OPT. FAN I I � I I L - I I I I a I I 2 I I I I °L I I I I LED LIGHTING C� DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY Ohl ELECTRICAL PROVISIONS OF THE PIWA IT14 EDRION mete) LOCAL CODES, AND ALL LOCAL POMR COMPANY REQUIREMENTS, IL ALL CONDUCTOPS SMALL OE TYPE TFENAUM UNLESS NOTED OTERWSE. I roWRR COMPANY MWVIDE 00 AMP, R"40 VOLT, I PHASE SECONDAW ELEOTROAL SERVICE. PROVIDE D R COPPER (CU) N -IR" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE D 11/0 ALUPIMPT (AL) N 2" DIA Gcwmomm SO PMC CONDUIT UNLESS SERVICE IS PROVIDED MY THE •LECTRC COMPANY. COORDINATE URTH THE ELECTRI COMPANY PRIOR TO ISO. I L I I I LED LIGHTING @ SINGLE LAV. BATH ►2 N C. THAN • PS CU IN3' CC • Ab CI IN2' CONDUIT OR 7 [1EINATE ABOVE SOP:IT • COMDWTION SERVICE ISO AMP DISCONNECT OUTCM AND DO/tb K M ELECTRIC METER IN I P4IASC NEMA DR ENCLOSURE PAEL SOAP TELN%ICNE SERVICE CASLG TELEVISION ENrRAct slEwvlce ENrRAr.W PAlIN1ENT y y MIIPPE (T INTERSYSTEM GONODIG TEIWINAL AT LOU VOLTAGE CONNECTIONS 1 4 CU SERVICE OIROUIO CONNECTED TO CONCIETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FWA ITN mIT101 ftetez S/S" DIA X S FT LONG COPPER CLAD GIRCND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.00m AA #: 0003325 J m� aUHDIV. ae LAT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT/N 04181.04C-0112 MODELS 4EBB "1828-CALI" GARAGE aN/ING: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C p AR NO W723 PRINT DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET E1 aUHDIV. ae LAT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT/N 04181.04C-0112 MODELS 4EBB "1828-CALI" GARAGE aN/ING: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C p AR NO W723 PRINT DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE: 1/4 . 1'-V' 2• VTR 21 / \� I I .� I KITCHEN SINK W/ 1/2- AUTO VENT IR' � WG 1 LAV (I 3 I �• 2 � SHWR 1/2' 3 2• WASHER rj 2- 1 1/2 I I IR��2�1 I I� TUB L AV PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J h p, 9 F: ounDIV. de LOT: ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT# 04181.04C-01121 MODEL 4EBB "1828-CALI" GARAGE 9VfWG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 0 ROUM A ABOOCI AM AR NO W723 SCALE: 1/4"=1'- 0" SHEET P1 HVAC NOTES I. 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 t MASTIC. AND INSTALLED AS PER FBG 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES WALL 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 PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 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. S. 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 PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH 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 TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 0 CEILING EXHAUST FAN .R CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL NOSE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAF C8 N UNIT N W$ ROLL STRAP OR EQ OR EQUAL CEILING 10101 EXTERIOR WALL PLENUMT N AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) NBXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER—--y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC- CONDENSATE DRAIN LINE NOTE: MAN COND. ORAN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB T REFRIGERANT LINES TO PLATFOR-I RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � ///--- FIN. FLOOR OR WALL COUNTERSUNK GA, PLUG � SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56MO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED j�FUQQRSLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYP ■ MECHANICAL PLAN SCALE: 1/4 • P-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION ,1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6018 FAX: 407.7744078 www.ebdesigngroup.com AA #: 0003325 pia 4 IL It xx 6 t BLTSDIV. ac LOT: ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT# 04181.04C-01121 MODEL: 4EBB "1828-CALI" GARAGE STfMG: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C AR NO W723 DitiNT ATE: 10/26/21 BCALE: 1/4"=r-0" SHEET M1 2X4 TOP PLATE P PRE-FAB TRUSS V2' GLCL BOARD r 14' DRYWALL SECURE ST. — PLATE TO SLAB W/ Mad MASONRY NAIL • 32' Or — MAX FIN FLR 2X4 WOOD STUDS *24' O.G. SLAB LX% i c: V I4 II\ PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. _)TYP. INT. WALL ( NON—BRG. ) D1 SCALE: 3/4'.I'-0' 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 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 1'-m' TYP. O.H. 9/S' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 35/S'OR5 V2' DRYJOE 3/8' TOP CHANNEL (25 GA) V2' DRYWALL 3 5/8' OR 5 3/8' ME 24' O.C. 20 GA MEINSTALLED RECEIVING UPPER/ LOWER 3 5/6' OR 5 CABINETS AND TUI5/SHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED IS' O.C. AT 2NO TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL ---R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES r : SPECIFICATIONS r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD: WOOD BASE — n W/ WINDOW OPENING ti W/ 1/4' WOOD SCREW --FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON —BRIG.). D1 SCALE, 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SmS.I.i. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EWE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.19 AND 160S.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE 4Q1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 91 SCALE: 3/4'-I'-C' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. uux ao seAL LN t P F`C M.nh �aeOA► LN av w' OTl•. 0.. a0. WOW OAM h 2B GAS LINE THRU BLOCK W'.PO FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.I.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 SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, CMu 1. !� � � �� I �•QOPO�Ti�40�i0.Oi40�4 y3 17R OmAyLMAP. l, Ct1R. BY onaCAMO OooR FAOT@!O TO ptooID TRACK aRACK M � uv pgtoo T APPROVAL $Wa a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS—, STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-YALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE 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 CMU ° — J, 0'-0' FIN. FLR n° a. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.19 AND I609.5.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: �5�1—STORY GABLE BLOCK WALL METHOD TOUSED FOR THE INSTALLATION OF ROOF D1 SCALE, 3/4'.I'.V' 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 D486S TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003326 14 Ilk o N W 00 A BUHDIV. de LoT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 MODEL' 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C N D 10/26/21 8CALE: 1/4"=1'-0" BFIEET D1 Im xP.T.. CENTER OF DOOR HEADER SECURED W/ (1) VP X S' J-5OLT UV 4' MN. EMBEDMENT WV 2' X 2' X VB' WAGNER 4 NUT OR WV (2J VY X 8' ANCHOR BOLTS W/ 2• X 2' X Iw WASHER 4 NUT 000 =2X4 TO ELK LW Is 114' TAPCONS 1 1/2' EMEED. 6. Or_ 4' END DIST, 1 1/2' EDGE DIST. IN SIDE& 2X6 GARAGE DOOR SUCK SECURED WV (S) VY X 6' J-DOLT OR ANCHOR DOTS, W/ 4' MIN. EMBEDMENT, A W/ 7' IB X 2' X I/S' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (U WITHIN S' OF THE DTM, OO (3)EVENLY SPACED. O m �,- NOTES: ALL ANCHORS 6HALL BE IN ACCORDANCE TO MANUFACTURER* INSTALLATION INSTRUCTIONS WHERE 6UGH INSTRUCTION& ARE MORE STRINGENT GARAGE DOOR [t1BUCK ATTACHMENT �3cx6 w•.r-e' 2X4: m SECURE TO BLOCK WV 3/16' TAP'CONS (MIN. SHANK SIZE .146 MIN HEAD SIZE 300 MIK EMBEDMENT 1 V49 WITHIN S' OR EACH END 4 WO.C. MAX SPACING. 2X4, m SECURE TO BLOCK W/3/b' TAPC," (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6. OP EACH END 4 b' O.C. MAX SPACING. 2X4. m SECURE TO BLOCK V 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 'J00 MIN. EMBEDMENT 1 1,149 WITHIN 6. OF EACH END 4 IS' O.C. MAX 6PACNG. 2X6, ® 2X6, m 2X6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS WK2) Sf*' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SNICK SIZE.148 (MIN. SHANK 61ZE.148 SHAW SIZE J45 MIN. MIK HEAD SIZE 3" MR HEAD SIZE 300 HEAD SIZE 300 MIN. 6' CPU MIN. EMBEDMENT 1 1149 MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 V49 WITHIN 8. OF EACH END 8' CMU WITHIN 6' OF EACH END 6' CMU WITHIN 6' OF EACH END I/2' DRYWALL 4 b' O.C. MAX SPACING. 4 b' O.C. MAX 6PACNG. 4 B. Or. MAX SPACING. 6' CMU UH4 P.T. OR D/4'X4' M61 UV DRYWALL V?' DRYWALL IR' DRYWALL SEGUE THRU FRAME 4 I-X4' 2XS, ® ❑ 2Xl, m 2XS, 1=1 ❑ EXTEND 1.1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' Srq� TO BLOCK I'X4' SECURE TO BLOCK PX4' BLOCK W/ 3A6' WK2) 3/16' TAPOON6 P.T. NAILER W)(2) SAW TAPCONS P.T. NAILER WK2) 1/4' TAPCON6 P.T. NAILER TAPCON6 DOOR CASING (MIN. SHANK SIZE J48 IA6' OAAL X 4' MIN. (MIN. 614AM SIZE .145 DOOR CABIN. (MIN. SHRANK SIZE J45 (MIN: 814ANC SIZE .146 MIN. HEAD SIZE 300 MIN. HEAD SIZE 900 MIN. HEAD SIZE 900 1/16' OAA X 4' MIN. MR HEAD SIffi 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 V4') MIN, EMBEDMENT 1 1/4') MR EMBEDMENT 1-1/4' WITHIN 6' OF EACH END UXT14N S' OF EACH END WITHIN 8. OP EACH END DOOR CASING WITHIN V OF EACH END DOORJAMB OR WINDOW 4 b' O.C. MAX 4 16' OG. MAX 4 b' OL. MAX 4 16' O.C. MAX 6PACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING, DOOR JAMS OR WINDOW 6PACNG. DOOR JAMB OR WINDOW MAKFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS, MANUFACTURES DETAILS, NOTE, OWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A 1R OW TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W3/16' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE NW MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 w O.C. MAX SPACING. 2X6, SECURE TO BLOCK W/l2) 3/16' TAPCONS, (MIN, SHAW SIZE .146 MIN HEAD SIZE 300 M81 EMBEDMENT 1 1/49 6. CM1U WITHIN 8' OF EACH END 4 IS'Or- MAX SPACW. IA' DRT'WALL 2XS, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPK.ONS DOOR CASING (MIN. 89ANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 6. OF EACH END 4 W Or- MAX SP'CW' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" r1111ND01I TO BLOCK +1 1/2" O NOTE: SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" /;,1NW TO BLOCK +1 15/18" 2" m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHAW SIZE .140 MIN. HEAD SIZE 300 M111 EMBEC4 ENT 1 1/49 WITHIN 6' OF EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)0, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAI. WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE J45 EMBCDMENT INTO BLOCK MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 6' cm 4 b' O.C. MAX HALING. V2' DRYWALL 7XS+ ❑ SECURE TO BLOCK I'X4' W/(2) 3AW TAPCONS P.T. NAILER (MIN. 614ANK SIZE J40 DOOR CASW. MR HEAD SIZE 300 Mel EMBEDMENT I V4') WITHIN 8' OF EACH END 419, OC. MAX OPACIN3. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" `�DROI/ TO BLOCK +2 1/4" NOTE. SWIM AS NEEDED TO PLU ID JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" /�'lslg �nTr mn nr.ncrc .a" NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" G1RNDOR TO HLOCK +3 7/ 8" 2X4: m 2X4, m SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3AV TAPCONS (MIL 1/4' TAPCONS (MIN. 614ANK SIZE .Kb MIK SHANK SIZE J48 MIN. HEAD SIZE 300 HEAD SIZE 300 MIK EMBEDMENT 1 V49 MSL EMBEDMENT 1 1,141) WITHIN 8' OF EACH WITHIN S' OF EACH END 4 b' OJ:. MAX END 4 W Oa MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 6PACW. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED 2X6, ® ON OUTSIDE 4 SECURED SECURE TO d.ocK THROWN NON-STRJCTURAd. SECURE TO BLOCK THROUGH NON-STRUCTURAL 3AV3M' TA TAPK.ON MIN. I-V4' I/4' TAPCON (MIN. 3/16' MIN. ?MIK SHAW (MIN. 6NANK SIZE J46 SIZE J4 EMBEDMENT INTO BLOCK 614A SHRANK SIZE J48 MIN. I EMBEDMENT INTO CLOCK oMENT I CLOCK MIN. HEAD SIZE J00 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 V4') 8' CI'U EMBEDMIENT 1 1/4') S' OP EACH END WITHIN 8. OP EACH END 6, cm 4 10' O):. MAX SPACING. V2- DRYWALL 4 b' O.C. MAX SPACING. U?' DRYWALL 2XI6 121 VX4' 2XS, ® I'X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLO;.145 P.T. NAILER WK2) 3A6' TARO" DOOR CASING WK2) V4' TAPCO (MIN SHANK SIZE .146 (MIN. SHANK SIZMIN. I' P.T. X 4' MIN. HEAD SIZE 900 MIN. HEAD SIZEMIN. EMBEDMENT 1 1/4') 2HW2X SECURE TO STRUCTURAL MR EMBEDMEN4') DOOR CASING WITHIN 8' OF EACH END MEMBER WK2A2d WITHIN S' WITHIN S' OF EACH END 4 b' OG MAX OF EACH END 4 6' TO 8' OG. MAX 4 18' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MMAFACTLMS DETAILS. NOV, SHIM AS NEEDED TO M- MD NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" / 1�xnnx rn Rtncrc 4 A" �NDDOW TO BLACK +3 3/4" IN at 144i N. RONALD RroLONGWOOD,42750 PH: 407-77 78 FAX 407-774-40 www.abdesign A #: Do_ 3 no p g Y$. t r 1¢y>y NJ W Q W O A 9UDDIV. Ae LOT: ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT# 04181.04C-01121 MODEL' 4EBB "1828-CALL" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C of DMNT A1'E: 10/26/21 SCALE: 1/4"=1'-0" 811MV D� PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER 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 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 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 1Z/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/B/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 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 12/31/2021 10960.2 SIMPSON STRUC7. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S 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. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS&DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 27869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/ZD21 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 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 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'•0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ike EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/32/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/32/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM LID W W W.FLORIDABUILOING.ORG CONTROL DATE: 08/16/2021 44 alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.eom AA #: 0003325 ti dd dd Alt qq C C C MIN aVHDIV. de LOT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODEL: 4EBB "1828-CALI" GARAGE a1IiMG: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C PREPOWED CONTROL JOINT ILAwe OF CONTROL Jove Td BE WIRED TIED TO LATH • S' Or- MAX (VERT.A NOTE,. DO NOT FASTEN CONTROL JOMT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV SECURE CONTROL JOINTWLEG MAY BE USED TO TEMP. OURMG INSTALLATION FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY "-%8 COAT C R1ENt UM LAYER 4, PORTInBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) O.C. MAX AT SUPPORTS Wm LAYER 9, STUCCO WRAP WOOD &HEATHM LATH SHALL NOT pLI CONTINUOUS e• TO s• r Tv. TNROUON CONTIli JOINTS BUT 84ALL \ BE STOPPED AND TIED AT EACH SIDE. PER ASTM CIBi9 PROVIDE 7X4 BLOCKING. PLACED PLAT MAX. S' TO •' FROM CONTROL JOINT U44EN CONTROL JOINT FALLS ON / STRUCTURAL STUD L PAWTENERS FOR LATH TO BE NAIL& Opt\ �, MAPLES IN COMPLIANCE W/ ASTM CIO83 r i 2. WIRE TIES TO 15E (NO. 0) 00415' WIRE / 3. BLOCKING 6HOW MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN (DI —1. NWFD. R.A ®T'OLD OL FOLD NYAIp . PI.. f GRAM • R. G OL FOLD NWYID a PT. A 2. MAIN a K. e "OLD Ar ® L roLD NWYp . PT. A ]. MAM.PI.e 1 G11EME ♦ POLE M. G OVM PT. e TILL In.O YOU " &OTTOM FLAWEE a Y BOTTOM 1AN°° —T. T19Hr MAL. POLE, QQ, Big art. �LwTAT OTTOM1T W.A L mr AT n "1 Q IaOO I WILL NIOtlEO71O/1 APPROVED BUILDING WRAP &HALL Be LAPPED A MINIMUM OP 8' • VERTICAL LAPS (ROLL ENDS) ] S' HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / n MaV, LAP .METAL LOTH \ LATH VERTICAL LAP TO DE I' METAL LATH IT UNM LAYER 9, STUCCO WRAP UM LAYER �POWMIBERx I ro"PAPER LAP SCALE. I IR'•1'-O' ® KIC KO UT DETAIL MAL 1. OR 1/ \I L AL• LAP R� VERTICAL LATH & PAPER DETAIL DIM LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 6o41D-M. (1.21-11M) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM . A& PER A61M CI083. FOR REPAIR OF TEARS IN WIRE LAYERS, TEARS MAY De PATC4IE1) UVWOUSE WRAP TAPE PER MANIF. e"r_ OR rEEL N BTux uaQD &HEATI BULDI PAPEF J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, PORTMIBER BUILDING PAPER WM LAYER 9, SHEATMING WOOD SNEATHIr -s OR CMU WR5 LAYER W, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS @L" FLASHING N.T.S. 4'a4' 1. OR LESS PIPE PENETRATION 4. CUT AND OVERLAP ONE SIDE Ols� SELF-AD/ERMCa MEMBRANE FLASHING STEP "1 REQUIRED TO emoin PIPE/ HIRE TO FR4MMG N.T.S. STEP 02 WRAP MATERIAL) OVER 4h4' •ELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WPM. FLASLIMb TO EXTTRND ONTO PIPE AND OVERLAP ONE SIDE OF ADHERING MEMBRANE UM LAYER 9, Ulm LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH S'W SELF -ADHERING MEMBRANE K ASHNG OVER ~ GULP -ADHERING MEMBRANE FLAMING OVER APPROVED HOUSE UNRAIe. R-ASHM6 TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT TALL APPROVED NOUSEIMIP AIR ILTRATION BARRIER OVER SATHING ASTOMERIC COATING OVER STUCCO/ '. FINISH (SEE TYP WALL SECTION) SECTION s c 6WWE rotot ue0p.rtfandce ment plaster shall comply sntit the applicatlon requirements of ASTM C 926A8b. Installation of eMenor lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787, TRAT LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO (F x—x—x—x WOOD OR 1/16ll ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) d N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 q r MEET % It 4 O a alz SVSDIV. to I10T ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODELe 4EBB "1828-CALI" GARAGE SAYING: LEFT PAGE: WALL ASSEMBLY DETAILS .60 MPH EXP. C DNT 10/26/21 SCALE: 1/4"=1'-0" SHEET kk Al INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 7 ' TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. X. E-Z BEAD ALL AROUND i i ,1: X VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS I � APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON �LLSIDJES,A CAULKING • JOINT ALLPER SECTION IR703.7 Exterior Iahm andyWaterina Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X: X: Installation of extenor lathing and framing 1 shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER h, STUCCO WRAP ..: HOODED VENT ]' THICK 3 COAT CEMENT PLASTER METAL LATH UPS LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATWMG DRYER VENT (FRAME LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' �A VENT PENETRATION SCALE. N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15ACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM A —"— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH R COAT LAGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER -1, STUCCO UAFAP W R6 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER * T O.C. MAX V TOV MID.UALL wage araggn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINIBH g MAeONRf 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER h, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION GUT 'X. INTO WRB LAYER'1, SELF -ADHERING t STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP 01 STEP #2 APPROVED HOUSEWRAP WRB LAYER sl, BELOW STUCCO WRAP CUT BUCK THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WR6 LAYER 02, FORTIFIBER BUILDING PAPER 5TEP 1*3 5TEP 114 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) '1ETAL LATH STEF *5 STEP #& OELECTRICAL RECEPTACLE 4 N. RONALD RFAGAN BI LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 CA o IA HBBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 MODEL: 4EBB "1828—CALI" GARAGE 8711!MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 RO A A90UCMACRA NO 93M D TEE: 10/26/21 SCAXM: 1/4"=1'-0" SHEET dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — * 2 1/2' CORNER BEAD (FASTENER 4 SPACING a I. O.G.) CI" fU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD CiP BLOCK d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA N: 0003325 S 13 c o k v w W WE O a L BVHDIV. & LOmi T: ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT* 04181.04C-01121 MODEL4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 29 L AR NO W723 i r DATE: TE: 10/ 28 21 SCALE: 1/4"=V-0" 8HEET WA3 AVALAAA SEES WE SHON.D SIE TARN IN KEEPING nE VEIN PROPERLY S' AND 1P VEIN PIPE IS SEALED IF U1ILDED. WUL PLACE S SFDNN IN I' OPLVAMZED U*IWE - E USING ,-,l1' NNLS AT EACH CORNER. ROOFING CEMEM SHOULD BE MPIEDTOML SHINGLE EDGES NEAR THE RTER EDGEM10A THETHER PERIMETERAS C THEOOOSENECK NINO IN THE ROOF RECOMAENOED IN EVEM HEATHER COASTAL INGIN S R SING. S IN TH OPENING IME C ANIM CE NTFAN IS CHART . INTHEEVENT AN IS ZONES. CONSTRUCTR ZONES. FCFIOWCAIVENTFAN USED, SIZE THEVENT OPENING IN ACCORDANCE YMTH IZEM VEIN FAN MANUFACTURES PIRNG CONNECnON INS UCTIONS. W NOT CUT INTO TRUSSES OR RAFTERS VAEN CUTTING THE OPENING IN FITIISIQ INTEPFERING SHINGLE NAILS MOUND IIE PERIMETER OF THE OPENING 50 THAT 1lIE NNUNG FLANGE OF TE VENT LAYS FLAT TO THE HOOF SHEATHING. SUDS THE TOP AND SIOE "WES OF THE VENT UP AND UNDER A TH WESOTTOM VENTFUNDES TOIAY ON SHIOF THE TOP THE TL THE OF SHINGLES. IF -IY— ROOF HOOD VENT DETAIL SCALE, NTS OUT AT. APPROVED NOUGIS AP OVER aHEATHUtl OVER: aD STUD awt TEMPORNtlLY — FOLO-UP t 60CLM HQJOEIIRAP (OR TUCK R.AP LINDEN •t HEAD *�T N AT Ja'ES t SILL SLOPE SILL MO. TO EXMMCR M FASTNERS WITFHN S' OF CENTERLINE FASTNE. IN WmWiX SHIMIX •�� i �� / PIFE AND OVER FLANGE ALIGN FLASHING Iw INT. EDGE OF - SILL Ra tIM04A JICALLY FASTEN PANNED ROOM (CAP NAILS, STAPLES) INSTALL OIpONT MEN~ AS TH PLA04M AT " PLUMBING VENT DETAILS E, NTS STEP 1 STEP 2 � STEP 3 ``� STEP 4 00 NDi SCAL EO?fOl'1 --� FN STEP 6 POW WOUSPURAP DOW t TAPE DIASONAL CUT ACROSS HEADWINIDOul Q STEP 8 INSTALL *' LUOS ADZE*IVE - GACI= R-EXIEI.E FLASHING MATERIAL OVER ORP CAP JOINT (PROTECTO-*RAP DT-20 d. a EOWV) WINDOW FLASHING INSTALLATION DETAILS @1 (FULL WRAP) SCALE: NTS - 44HINOLEB TRNIMEDr BACK - FgOM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, N APPLY 061 H2U (a EQUAL) SEALANT t URNCCW/CM JONT. PLAID APPLIED FLASHM (LANCO UNITE -SEAL Rc-ad OR LG2IALA SLOPE SILL TO EX . IT I* THE CONTACTORS RESPONSIISILTY TO VERIFY THE Co"ATIEILITY OF ALL PRODUCT* NCIAV FIOLISELIIa.AI•, SEALANTS t SEEP -ADHERING R.ASHNG MATERIALS USED DURING CONSTRICTION. 2. INSTALL ALL MATERIAL* PER MANIFACTL RERS WRITTEN SPECFICATICNS SEALANTS MAY FACT ADVERSELY IF NOT COMPATIMLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTEIL REPAIR SCHEME SHIOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRLISION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Nam LL IT 118 THE CONTACTOM PMGPC146I9ILTY TO VERIFY THE COMPATIMILITT' oP ALL PRODUCTS NCLLIPM SEALANTS It SELP-ADHERING PLASHING MATERIALS USED Dkvmm CONSTRICTION. 2. RASHNG AT EXTERIOR U 4XXIS AND DOOR OPWSIGS GRALL BE INSTALLED IN ACCORDANCE METH MNaFACTUREI INSTALLATION SMTRUCTIOW AND APPROVED METHOD L) OF RSC RTOSA U IN ACCONVANCE WITH FMOTRATICN MANLFACTLM" NSTALLATION AND FLASHING NSTRIJCTIONS. YI EIi SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 d O H i d a V 9U13DIV. ac LOT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181,04C-01121 MODEU 4EBB °1828-CAU" GARAGE 9V=G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 0, -' IT' • • • � 71 IZ ' DATE 10/26/zi SCALE: 1/4" SHEET WA5 `\\ NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY ®ELEVATION ®FLAN A \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE '1/8' TEXTURED FINISH ® WOOD 1/2' TEXTURED FINISH A CMU METAL FASCIA WRAP !1 11 I\ I` I � 1 2X& SUB I � I 1 METAL FASCIA \I WRAP Ys' FROM STUCCO, I' FROM WOOD WALL 1 EXTERIOR WALL (FRAME OR CMU) 11 1 1 1 1 T/S' TEXTURED FINISH • WOOD, 112' TEXTURED FINISH •CMU METAL LATH { \-WOOD SHEATHING oR a'�u WRB LAYER'(, L; , STUCCO WRAP(FRAmE ONLY) U1RB LAYER 12, FORTIFIBER BUILDING PAPER - ----- (FRAME ONLY) © PLAN B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) 1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED � FINISH 6 CMU 2.6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/1�'x4' NOTCH* END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x I x x x X x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x . 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.14' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA¢'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 r c d SUBDIV. Ae IAT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 MODEL' 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 29 DATE'. 10/26/21 SCALE: 1/4"=l'-0" SHE�E�TT bd A6 E 39'A" 3'-4" 15'_10" 9'-6" 9,_B" )'-4'-' 3'-6" 36'-2" TOP OF SLAB 1=::: — — — — FM-12X12 — — — — — FM-12XI8 — m �I 4 4" CONC. F al SLAB wayI F-24X24a �31/2" co r 10'-0" \ 1.1 t\ \`\ EXTEND FM-12X18 —I 4" 4„ PVC SLAB 1 1/2" Lt 1 CHASE iA I t i 1A t I � I. \\ 0� 0 A TOP OF SLAB I \\ I '\t f N I \` I t t\ LL \t t\ \t � t, I. I tt ; I 1A 1 I 4s,-5 1/2" 4„ 17'-8" 2'-8" 30 5 I 1 INLu 9 N I I� I. I I 1A EXTEND 1 2 1A SIM. SLAB 1 1/2" 1.1 ----, I t.1 1.1 FM-12X18 m �W ri 4" CONC.i — SLAB Iim n IW w SIM. 51IZ' I a 3,_5" 1/2" I� �y �-31/2" LL to $-71/2' 1A 2 o ----J ,., , 1A 1 FMC-12X18 FM-12X18 FMC-12X18 4 L 1.1 ,.1 FM-12X18 — — b 1.1 J 4 1.1 1.1 2'-8" 18'-0" 2'-8" 3'-10" 10'-2" 4,4,E 14'_0" 21'4" 39' 8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED 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. 11.91NDICATES #5 BAR, E1INDICATES #6 BAR,RNOICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.40VER GENERAL 310 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - s (+)0"-0" FM-12x12 12' CONTINUOUS 12' - (2)#8's FM42x18 12, CONTINUOUS 16, (2)#5's FMC-12xl8 12" CONTINUOUS 16, - (2)#5's VARIES F-24x 4 24" 24" 1 2.. FOUNDATION PLAN SCALE: 1 /4" = V-0" 1 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F 14 04 C SVHDIV. dg LOT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODEL; 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C N2 DAR� 10/26/21 SCALE: 1/4"=1'-0" SHEET s1 MIN. EACH WAY MONOLITHIC FOOTING 3 i STEEL REINFORCING IN GROUTED }} 8 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND2 (['' - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ 3 SPACING REQUIREMENTS 1 P . z GARAGE DOOR $ RECESS $ i 8" CMU WALL zo. Q� � , 8" CMU WALL FM- I s,. > . CORNER BARS, SAME SIZE AS LARGER BAR w qq W B• b +- 0'-0" • IN FOUNDATION WITH 30" LEG EACH +- OS' -d WAY AT ALL CHANGES IN DIRECTIONS - TOP OF SLABVill TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOU6a,MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • ° °-VARIESse EXT PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) e rt~. EXT. PORCH SI-AB —G- SEE SLAB SCHEDULE TOP OF GARAGE .I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET - gyp. AT ELEV: W/ 1Y2" ISOLATION. • JOINT (WHERE a 6" CHAMFER (2STORY) I W/ 1/2 ISl.� 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) �.H'. 0'-0" APPLICABLE) i SEE SCHEDULE M#747' JOINT(WHERE �. 4 APPLICABLE) SEE SCHEWLE RANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MO BAR SIZE i i FOR WRD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND SAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=1'-0" 2 GARAGE SCALE: 3/4"=V-0" q CORNER BARS DETAIL A DOOR OPENING J SCALE: 3/4"=T-0" 4 SCALE: 3/4"=V-O" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL c 8" CMU LAP TOP PLATE A MIN. OF 48JEF rc w AND NAIL W/ led COMMONVERIFY 5 #4 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. HEIGHT # SLAB LAP TO OCCUR OVER STUDOF WALL W/ PLAN 2 i 2X4 OR 2X6 WOOD BEARINGPROVIDE BLOCKING ;' r:� 7' CAPPED NEW REINF. BAR WALL W/ SYP No 2 STUDS SEE PLANS FOR GALVANIZED PIPE w 5 y SECURED W/ 2- PART CURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLAT WEDGE ANCHOR W/FLANGE BASE Q EPDXY. MIN. EMBED g TO BE PT. PROVIDE DBL. TO'k9" STRENGTH SET IN HIGH STRENGTH 8", UNO PLATEASHER OXY 54/2" EMBED. MIN. ®16" OC 4 S FOLLOW ALL MANF. y SIMP80N SPH4 OR SPH6X. 4" CONC., REINF. W! ' SPECIFICATIONS FOR BTM AND TOP PLATE 6"X6" #10 W WM ON 8 6-MIL POLY ETHYLENE SECURE FLANGE TO USE AND s PREPARATION OF a• a•' COMMON NAILS FILL ALL VAPOR BARRIER ONWELL-COMPACTEDTAPCONSCLEAN W/(4) 1/4" X 2 1!4" HOLE. HOLES, DO NOT USE tOdSLAB 3SEE SLAB SCHEDULE FILL TERMITEX TREATMENT SHALL BE c 'QO BORA-CARE 1 ~1 TOP OF SLAB ° (2) CONT. #4 REBAR 4" CHAMFER (1STORY) F I, 6" CHAMFER (2STORY) a (2) #5 REBAR ON CHAIRS1TMIN. =AOND DEPTH INTO z2,000 PSF VIRGIN SOIL OR 95%LE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL SIZE SLAB HEIGHT LESS THAN 3'S PER PLAN 5 ADDING BAR TO TITY EXTERIOR MONO DEEP SCALE 3/4„=,,-o" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 7 SDALE 34"=,'�' (W/UPLIFT) FOOTING W/ BLOCK WALL scAE 3/a"=r-a 1A SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 46' ----may LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2X4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING a4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING s PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE d n BTM. PLATE TO BE PT, BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/16d MASONRY 12" O/C STAGGERED. O # A. NAIL 12" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. +- U-a POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP I b TOP OF SLAB w SLAB SCHEDULE SEE SIRS SCHEDULE SEE 2X WALL FRAMING I SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS S' [SEE +-MINIMUM EMBEDMENT OF SLAB � TOP OF SLAB � � � �a ^ "ISOLATED" COLUMN PAD FROM EOP UTED CELL 4" FROM DS AND GRO EN�TaCENTERED. UNDER WALL AND 16"O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH T FOUNDATION AND SLAB EDULE 4SEE e SCHEDULE FOR NMD, BAR SIZE BAR SIZE UANTITY AND BAR QUANTITY EQ. EQ. SEE SCHEDULE FOR WAD, BAR SIZE � COMBINED EXTERIOR MONO- ®^ INTERIOR FRAME BRIG WALL TO jv AND BAR QUANTITY n INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL g 9 SCALE 3/4"=l'-0' (NO UPLIFT) 10 SCALE:34"=,'-0" SCALE:34"=1'-0" SCALE:3/4"="°" (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAK 407-774-4078 www.abdesigngroup.com L AA #: 0003325 x StMDIV. Ac w7l ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT# 04181.04C-01121 MODEL 4EBB "1828-CALI" GARAGE 8wING: LEFT PAGE: DETAILS 160 MPH EXP. C ROLMV a ABOUCHAM L- AR NO W723 I'Rn4T DATE: 10/26/21 8CAL.E: 1/4"=V-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 L13 SVHDIV. & LOT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DATM, 10/26/21 SCALE: 1/4"=1'-0" SHEET s1.2 TO HORIZONTAL REBAR W/ 10"HOOK rr-TIE VERTICAL REBAR GROUTED BOND SEAM VARIES PER ELEV. ° I 8 4 CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. °q TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. i w #3 18' H #4 24" #6 1., #7 4z' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 15 3 i SPACING REQUIREMENTS y 6i 8"CMU WALL f +_ +_ D' n' L,,'R TOP OF SLAB q - TOP OF SLAB EXT. PORCH SLAB [/�+• SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) z a BAR SIZE 48 BAR DIA. W/ 1/T ISOLATION 6" CHAMFER (2-STORY) 1B„ JOINT (WHERE ♦ #4 24" APPLICABLE) i - MATCH STEEL #5 30' 6' PVC CHASE REINFORCEMENT tr #6. THRU FOOTING � PER SCHEDULE #7 4Z' 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR ABAR SIZE PER SCHEDULE BARRQUANTITY AND B PVC CHASE HRU FOOTING 4 SCALE: 3/4"=1'-O" #5 BARS ■ 8` a§ CMU UNIT DIMENSIONS m ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE. 3/4"=1'-0" 1� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmup.com AA #: 0003325 J qqqq t Gt a6 GSQQI 0�p G yQ��$ a Q BQ�Q V y�p$� $ atMDIV. & LOT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 MODEL: 4EBB "1828-CALI" GARAGE 8VMG: LEFT PAGE: DETAILS 160 MPH EXP. C DRINT mom"' ATE: 10/26/21 91CAL C: 1/4"=1'-O" SHEET sl.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) iOd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WTH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) SIZE W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------------%------------------------ -----� 8F16 MIN.-1T/0M/iB 1 T-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA g: 0003326 adad 04 I: PA k $ ID 6 Gi h O StmDIV. As LOT ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODELe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C Lv -• _• •`I ri-71 DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM Psg t�N�� by � pPE CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=T-0" ��OSNpF J PLACE STEEL REINFORCING (1-2)AS DEPICTED HEREIN. MAN. l Wo e NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. pp� r F = FILLED W/ GROUT / U =UNFILLED IOMINAL / VIDTH # OF#5'S, IN 2ND BOND BEAM COURSE NOMINAL HEIGHT # OF #5'S, TOP � IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1MMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - tT/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T,OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •31F4' WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION Y SCALE: 1 1Y2"=1b" B6' BOND BOND BEAM 1#5 TYP. 6k16' b BONOBEAM 8xl6 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR '.y. 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-7 BEAM DESIGNATION OR n _ O 8x8 PRE -CAST CONCRETE G SCALE: 3l4"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN2 X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") B" FROM EACH END AND 18" O.C. MAX, MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 16' O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2X3)2-3116 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 5ARCHWAY FRAMING DETAILS SCALE: 3/4" - V-0" i SINGLE 05 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRO STEEL REINF. VIDE #5 BAR AT EACH SIDE OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM r SCALE: 3/4"=i'-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 M d aLTHDIV. & LOT ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT* 04181.04C-01121 MODEIu 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C R10/26/21LE: 1/4"=V-0"ET2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/B-0B 16.1T 1T 1T 1T/DB -1TI08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8/161T 8/l01T 8/241T 81281T 8132-1T ere-18 1e_ttn 1m ttH erne -ttn Bl8-2T 8/18.2T 820.2T en4-zr 08-2T 8r3z-2r 3'�' PRECAST 1438 852 3114 4217 5321 9428 7531 3' 6' PRECAST 889 1024 3' 6" PRECAST 1509 3524 4394 5263 6132 7001 2485 8713 8385 7708 9081 10000 1689 3524 4394 5283 8132 7001 4'-T PRECAST t065 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4670 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 e079 4'-6" PRECAST 819 533 1770 2400 3033 Me 4300 4'$` PRECAST 398 591 4'$" PRECAST 12D7 2582 3375 4043 4711 5379 IBM5743 7547 6752 0541 7566 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 2580 3123 35M 4249 5'�" PRECAST 411 411 5' 4' PRECAST 1016 1908 2374 2944 3513 4064 1310 4460 7196 7342 6780 6268 1010 2276 28M 3399 3901 4084 5'-10" PRECAST 817 1024 1031 2D90 2549 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3367 1161 3603 6677 eon 6648 5778 m 20e0 2503 3107 3020 4133 V46" PRECAST 892 1139 3227 3031 3707 4383 5061 V-6" PRECAST 410 721 V-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8825 836 lose 2329 2790 3251 3712 7 8" PRECAST 570 938 2498 2205 26M 3191 3685 7' 8" PRECAST 303 534 7' 8" PRECAST 716 900 1181 1462 1743 2D25 83B 2498 3408 4854 7087 8472 727 1624 2025 2426 2827 3226 9W PRECAST 428 833 1593 22D4 2481 2818 2621099 9'-4" PRECAST 192 384 9' 4" PRECAST 454 586 707 NO 1120 1310 639 1874 2296 3061 4 4898 572 1318 1043 198' 2164 2519 10 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 6" PRECAST 151 301 10' 6" PRECAST 356 468 612 755 an 1042 ,550 1407 1897 2781 3222 3784 604 1472 1783 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 28e8 3890 11'�l" PRECAST 132 417 11' 4" PRECAST 4W 530 653 777 872 544 1312 1742 2252 26e8 3652 466 1372 1843 1470 17/0 12'-0' PRECAST 308 507 1210 15M 2D48 26M 3191 12 -0" PRECAST 111 370 12'-0' PRECAST 383 t366 476 587 08 783 � 1210 15g8 2D48 2586 3177 �1300 1500 1314 1476 13'-4" PRECAST 270 433 1045 1366 1732 2157 2535 1T-4' PRECAST 82 298 13'-4' PRECAST 308 i 484 576 645 414 1045 1386 i732 2316 2805 388 300 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1806 1908 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 44 9 OnON 390 978 1272 INS 1950 2389 378 717 961 1192 975 1133 8" PRESTRESSED N.R NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 506 an748 NO14' 4� 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15�' PRESTRESSED 224 357 464 574 684 793 412 1014 1340 1703 2118 2513 230 Ole 908 1134 1353 1672 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 no 305 451 567 sea 300 656 1121 1413 1739 2D47 192 506 720 501 1135 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19,-4" PRESTRESSED N.R. 148 19'-4' PRESTRESSED 162 260 348 430 513 595 235 736 959 1200 1467 1716 lee 420 643 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 464 527 180 598 833 1038 1108 1408 142 373 537 090 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 2ze 2eo 359 425 497 165 560 784 892 1203 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 1 319 455 561 887 793 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA S: 0003325 a L o BUBDM & LOOT ABBOTT PARK LOT #1 BLK #12 PHASE #4C P1tOJECT# 04181.04C-01121 MODEL4 4EBB "1828—CAL ' GARAGE BWDM: LEFT PACE: SAFE LOAD TABLES 160 MPH EXP. C L vi .1 D TE:E:: NT 10/26/21 8CAL.E: 1 /4"=1'— 0" SHEET s2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) iOd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'�. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0--0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 6' FROM THE CENTER OF THE COLUMN. - OI -Illl 1 OCTIAICCI.1 - 1-0 1- ! I FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN 131 LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngrou p.00m AA 8: 0003325 24 C � a auumv. ag LOT: ABBOTT PARK LOT #1 BL.K #12 PHASE #4C PROJECT* 04181.04C-01121 MODELa 4EBB "1828-CALI" GARAGE SWUM: LEFT PAGE: FRAMING PLAN V.160 MPH EXP. C V, AR NO 93723F-PPANT J DM 10/26/21 SCALE: 1/4"=1'-0" SKEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE (M 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 - HTSM20 W/14)1/"x B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP tF2 7' z 4", TRUSS AND (4)1/4" x 2 1/4" SHEATHING x 1 NAILS TO TRUSS x 1 NAILS TO 6', 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDS R GIRDER. PROVIDE 5" NAILS, O W/ 1 W NAILS, 2 ROWS, 3" CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT 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)18d x 3 J" NAILS TO GIRDER O/C 70 FACILITATE ONE CONNECTOR BLOCK WALL W/1010tl TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN TRUSS AND (4) 1l4" x 2 1/4" TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) t" x 5" TITEN HD TO CMU AND (12) SDS CONT POUREDR TEL SEE ARCHITECTURAL " x 2 �" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10tl TRUSSES 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 6 TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2z SECURED W/ (3) t6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. 12) k' x 571TEN HD TO CMU AND (18) SIDS �' x 7' bQ SECURED W/ IDd 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, 6' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) 7' COVER 8 7' 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 1 3 1b 1c B°A 3'4'�=T-"' ROOF GIRDER CONNECTOR(S) �D2a�2b2cTYPICAL GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. BLOCKING BETWEEN Al2 20 LSTA12 20 GAUGE BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSSES W/ HAG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 0 EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (i)'X" BRACE SEAMS) FLOOR 30--1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6' MAX (WNx4) (1) "X" BRACE ® CENTER TO BLK W/ DIA. OR 7o-a' MN((W/2X4) (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' � - * FROM CENTER TO END, WASHER SET IN HIGH P ER ELEVATION STRENGTH EPDXY 6' 2x WOOD FASCIA, tx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 3T OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 12" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLS BOARD `� PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE W/ (2) i N i MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 1O'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d x 2x4 OR 2x6 WOOD BEARING 2-11" 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 REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING d� 1T O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. q y lx4 BTM. CHORD BRACING '-a'O/C END WALL OR OTHER CONNECTORS NOT ° . -..° MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO • # • - . °. 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 r GIRDERNVOOD POST CONNECTIONS SCALE:34"=1'-0 SCALE:34"=1'A" PRE-ENG D TRUSS 5 „ FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE -* BDALE:3/4"=T-6' (NO UPLIFT) NOTCH DEPTH l"D HOLE EDGE-516' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5'D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE <315•0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 1 /o AND BORING LIMITS O SCALE: 1 1/T=1'-0" B°"`E:3°"=''-0" d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w p BU33DM a LoTil ABBOTT PARK LOT #1 BLK #12 PHASE #41C PROJECT* 04181.04C-01121 MODE19 4EBB "1828—CALI" GARAGE BI/ING: LEFT PAGE: DETAILS %160 MPH EXP. C DAl'E: 10/26/21 SCALE: 1/4"= V-0" 8FIEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 Nat SYP DIAG. WHERE X-BRACING 15 PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) '-0" TO 30'40' (1) "X'BRACE 30'-1" TO 60'-0 (3) "X" BRACE pRE-ENG GABLE TRUSS 1)"X"BRACE0 CENTER 2) "X"BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10"HIGH (AS PER TRUSS ENG) 0 PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x WOOD FASCIAf/ENGINEERED ZZ'lx2, NNECTION PER SEEARCHITECTURALSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 4" O/C, ix2SECURED W/ 10d DRAWINGALV. COMMON NAILS CONT. 2x4 RAT RUN AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:3/a"=1'o" VTCR SPACING (1) AT EA AND 6'-0" O. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-4' O.C. (AT O SHEATHING SEAMS)(BLOCKING PRESS(TY WOOD NOT SHOWN FOR CLARITY) TRUSS TYP) 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" OIA. 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 W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3/4"=1'-0' 10 1 N. RONALD REAGAN 01 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003325 4 'F tc t O 9usmv. d4 LoTil ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT# 04181.04C-01121 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 1'nnm DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET S3.1B GABLE -END �� F w 1, HIP ROOF �r ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONES = 60.50 PSF (70.50) ZONE 2e = 80.50 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"= W-O" 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 19/32' STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 1912" STRUCTURAL SHEATHING EXP 1 (4020).(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 SIZE HEAD LENGTH CIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12' 0.131 F1667 SCREWSHANK 170 000 RING 16-20 RINGS RSRS-03 80 RING SHIN R N K, 2 3/6' 0.113 F1887 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/&' 0.113 F1667 SCREW -NAILS RSRS-01 RAF I EH UH I RUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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 x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) AOD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.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 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3C 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ea RIN MKOUNNXL$04 Oc. ,. TOP& BOTTOM EDOE8 ,. o 8 ID - 1. RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , C#6 2" DECK SCREWS 0 6"4" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4' r&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE $HALL CONFORM TO ASTM C3YC33M 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 p6pV10E 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE STIR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF IX)NCRETE 70 3//'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ARE BE CHMIFERED 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 = 11DO PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402AT02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-M#L CONTINUOUS POLYPOLYE ENEVAPOR BARPoERMEMBRANE UNDER ALL SIABS-0GROUND WHERE INDICATED ON POLYETHYLENE ELASTICITY It1,400,000 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 TAPPED SEALED WITH AMESNETAPE. . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED 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 %' OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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 #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 85 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 T-OOC, 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 REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036' AND BE MANUFACTURED FROM STEEL TO K PERFORMED AN SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. WORK DE REBAR SHALL B ASTM AB SA615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 1 MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF' LIVE LOAD FLOOR: LIVE LOAD 40 psf TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD non<onwlrent RANDEVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36, WOOD TRUSSES. 10 psf BTM CHORD -non-con-t 05 BAR - 30" #7 BAR - 4Z' psf PROVIDE 38'x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 881 1990. 16 p CHORD p CHORD (7 psf w/ ASPHALT SHINGLES) f./ A psf w! No GVPCRETE) (1 wl ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'31NSTRUCTIONS. 10 psf BTM CHORD 5 p 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psL STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADER = WOOL PSI. BLOCK SHALL BE PLACED USING ONCE V11 OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES RAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM DRAWINGS SUBMITTED WITHOUT REVIEW WILL . SHOP RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED 70 FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM 76 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS L ESS OTHERWISE SPECIFIED IN DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS SPECIFIGICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/B" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE 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 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA38M F - 36 ksi FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL B EL E ASTM 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 SLIBMITPROPOSED MIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY NTH ALL THE REQMREMENTS OF ACI 318AND ASTM C94C94M 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 DEPOSFrED 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 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A $'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.112" FOR * AND SMALLER 7 FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.JrT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y A500/A500M GRADE B FY 46 Mi. STRUCTURAL TURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR S F = C Y 35 ksi. 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 F312W3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE MATH 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 APPLICATION 91m 1.PAgNG gFA1ARN8 APPL1- -E ttPE SPACING RENMKB to PTFURPoNGTO MPSgMYICONC.1 CAGE HARDENED CqL 111 LONG. B QC OAPAOE D]IXt BUCK TO MABgJRYxxklC 1/4-DWI NO WASHER iPPCAN MASONRY ASTEIER B QC EMBED., d'EID tl8i., I VC EWEtlST. � AL.EItT. DOOMS RI-0 CASE HANIL YC/C WINCOWDOOfU FASTENED GAMGE DOOR BUCK BIB'DV`OB 17 tl0. ENPFN61CN BOLT 18.OIC 11/B'OW I ., Elmp8T., EMBEDd- BEE NDlE6 T SAGGERED NTO A3014NKANC. M I TO MABCNRYAXMJC. 2�'O'C(I-A) SEDGEtl T. OWY BUG( CASE HARDENED CCIL - WINDOW1DDOttl FASTENED METAL eTR,>P TO CONTACT THIS ENGINEER FOR SPACING 1x PT.8EENOTE6 STAGGERED I-.-. MAS yIcoNc REQUIREMENTS SWING ODOR (2)YIMOIA 'TAPCOM' 11n'EMBEAB-EIID. BUCI(2x T, SEE MOTIFS NO NMBHER ASTNER 1B°OC tlbT., I III EDGE tl T. MANOOW BUCK 0.1WU,P x21,g" B-OTC d"END tl6T. 1III PT i08TEEL COL., BEE EdBT. NOTES WASHER NOTES 1N STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S 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 B. 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. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VB TAPCONS OR PAF TO THE SUBSTRATE. 0 d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 1 M k QQ� h O BVHDIV. AIe TAT: ABBOTT PARK LOT #1 BLK #12 PHASE 4C PROJECT#L 04181.04C-01121 MODEL: 4EBB "1828-CALIF GARAGE 87IING: LEFT PAGE: DETAILS 160 MPH EXP. C Q DRINT ATZ: 10/26/21 SCALE: 1/4"=1'-0" 8*=ET SN1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED ` THRU SOFFITAT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHF " MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO O OWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLES INSTALLED (2 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. _r�—SOFFIT 1O 11 J-CHANNEL 3O 7O STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT ® J-CHANNEL DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN T'—s 1•—SPAN'L=+i, SEE DETAIL'A'—O SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD AMM (NOTE:1) FIT SEE DETAIL'D' OFSEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR@ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. WOOD BATTEN EL 03 DETAIL B J-L;HANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 0 STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 09 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 101 f, DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. lit! • ! I!!t1.3.519 (ROOF4 WIDTH � �� 3625—W�3.625375 .375 OVERHANG) 5 \ 06 .0 12 "—CONCRETE; 4 CMU OR WOOD �i (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 0�1 1 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AAA #: 0003325 ilaiiiiiii'llisil SUHDIV. de LOT: ABBOTT PARK LOT #1 BLK #12 PHASE #4C PROJECT* 04181.04C-01121 UODZU 4EBB "1828-CALI" GARAGE 8WnCG: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C 2G DRINT ATE: 10/26/21 SCALE: 1/4"=1'—O" S M= SD1 Bp-�q6 S Pr Aor4or-j ILe Fcvvu 3 sarl Lk IN