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HomeMy WebLinkAbout7851 Broad Pointe Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM E>RIVE, TAMPA, F1 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 V, r\.. e STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: HORTON HOMES TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN REVISIONS INDEX OF DRAWINGS .ru=A CODE,ITRIt4IDL±nuU alx I�nnmN (zolr) •ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB •MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasa=124 MPH •EXPOSURE _ C • 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABGVEAB$REVIATIONS AD AIRCONDLE ALT. ADTESTABLE ALTERNATE AMP. AMPERA°E BD. BOARD CL CENTERLNE CAB. CABINET CLG. CLEAR CLEAR CONc. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER Del. DOUBLE D.G. DEAL GLAZED DIA. DIAMETER DIM. DIMENSION DISF. DISPOSAL D. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH E`EV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F'G. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR FLUORESCENT FR. DR FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT TER CIRCUIT INTERRUPTER OL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BUT H.C. HOLLOW CORE HDR. HEADER HOT, OR HT HEIGHT rNSUL. INSULATION MT. INTERIOR M.C. M.C. MFR MH. M.T. MTD. MTL. N.TS. OC. PL P.B. PH, PLT: PLYWD. Pa. P.T. R. BAD. R.A.G. RUE. P.M. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SL. SL. SL.. STD. SWS TEMP THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDW W.I. LAVATORY LUMINOUS MEDICINECABINETALT. MANUFACTURER MN`M"M METAL THRESHOLD MOUNTED•CONSTRUCTION METAL NOT TO EB ON CEN SCALECLR PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR. ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OFF PLATE Top TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW HEATER WATERINTERPRETATION WROUGHT IRON DESCRIPTION cot law ARCHITECTURAL SHEET DESCRIPTION if�1 F� UPDgTEDR PG Cl—COVER SHEET PG GNGENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El -ELECTRICAL PLAN PG -PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI —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—NOT USED PG WA6—WALL ASSEMBLY DETAILS rDATE Io'S RE. p12602 SIDUYs ELEVATM ADDED CDs RE•E D 04AW FOOTING REVISION MRM80UE8 06121A8 CDs RE -ISSUED WAS" ADDEDCI RSLESS FOOTER AT GARAGE DETAIL (FORT MTERS) 02/22A9 PLAN MAINTENANCE 030A REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04R4/I9 ADDED APPMONAL RECEPTACLE IN GARAGE PER UNLL BATSON (MELEU SQ.FT. CALC. S &A14/19 REVISED HVAC VOLU'ft ON SOFT CALL SCHEDULE (MELBJ 06A2A9 ADDED'EXTERIORMONODEEPFOOTER'DETAILIY/SIJA(Oft LIVING 1828 80: PT. GARAGE 430 S61. FT. ENTRY 16 $Ca. FT, LANAI 8B 80. FT. TOTAL 23Fiz SCa. FT. 064M ADDED LED LIGHTS • KITCFEN 1 BATH PER MARK 50AA 01A989 ADDED STONE OPTION ELEVATION G 4 D (TAMPA) OSAIM ELEVATION 'G' SIDING -ADDED LOUVER • GABLE ROOF 101 SAS ADDED OPT. S'-V CEILING HEIGHTS 000U20 REPLACE USP CONrEcrORb ueTN SUMPBCN CONNECTORS OMOV)0 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/0WO OPT. O'-0' CLG. NOT.- ADDED LED LIGHT IN FOYER 04/VW0 OPT. W-W CLG. NOT. ELEVATION 'C'- REVISED FE04T OF ARCHWAY 09/06/i® ADDED .ELEVATIONS 'L','M'(oR,.) STRUCTURAL SHEET DESCRIPTION 0V8/)0 ADDED ELEVATION TIG'-YIN'-M'(ORL) PG Sl-FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B-DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (As DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR "FORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY I'MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE B0EN GENERATED FOR UNCLEAR ASPECTS OF THE IN ONBASED ON THE DRAWING SET. Il N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA k: 0003325 h O �kk b 2 X 0 8U8DIV. do LOT ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODICIA 4EBB "1828-CALI" GARAGE 3VfM 3: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES 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 5 / 8 -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 hINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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 TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB NTH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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: 1. 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 ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIRIMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,IIY THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesigngroup.00m L AA #: 0003325 [Alc :kko rkkc 9USDIV. S. X10 .. ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODEIJ 4EBB "1828-CALI" GARAGE 91IING: RIGHT PAGE: GENERAL NOTES V,.16VWH C FMAW A MgVMCRA L AR NO 93M A rppjATE: 09/01/20 9CAIM: 1/4"=1'-O" SHEET GN 3SI-8' ollo o oJYYYYIits�; : • oIIYYYY11i7YlioIlYY1YYYYYYIo oiYYY1119 I • p • • o o aIIYYYYYIIo - olllo ;pill p • • WE O • • •I• • o �• • • • • • • • I� T ,' �� milli IV M O i�� t110 o 0 I� • • !V, _. Io •ATTIC •15OLLARID'.! o AS REa �� • 1 . o p FOYER • - oIIYYYYYI'o oi1Y�YYlIoMUM o ■o _ 0111111111101 o;lYYllo SEEM FLOOR PLAN SCALE: 1/4' • I'-0' -*q IYYYYYYYYYYYI Iiflll/�7LN7Z 'sd.��2�00e40 SQ.FT. CAM'S LIVWj INS Sa. FT. GARAGE 430 SQ. FT. ENTRT 16 Sa. FT. LANAI 88 SQ. FT. TOTAL 2362 $a. FT. CDIrMN AND CUDD/1000 LOADS mwMIOEI'OIIIEFmst1 m011818 Norm rmm we 0WHIlm" NB/m MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SUNG 18 5 33/-43 DR MIN. CRITERIA BGD. MIN, 41 5 31, CRITERIA 16010 O.H.D. 112 5 28.2/-315 BASIC WIND SPEED MPH = 160 (Vul!) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=R, EXP.-C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONM DAIS QVM DBL. TOP PLATE 9 �n ( �BAR DETAIL NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 15ETWEEN THE GARAGE AND RESIDENCE SHALL IBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 Ni RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA C 0003325 c kok b kak 6 8v8DIV. 89 LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT* 04181.000-20151 MODEL- 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP C �■■�iMOOIN Pturr DATE: SCALE: 1/4"=1'-0" 9IiEET Al SHINGLE ROOF 16'X60' FYPON I I DECORATIVE SHUTTERS OR 46 EQUIVALENT 4' RAISED BAND (TYP.) _0'-0' FIN. __-_-^-__________--- M1•/-I9'-4' BLOG. HGT. FYPON LY12X24 OR EQUIVALENT 6 LAP SIDING AS SPECIFIED (TYR) 4' FREIZE BAND (TYP.) �IBOARD 6' TRIM A ^ �— (TYP.) 8'-0' BFY.s. HGT. OPT. COACH Ello :n ® L IGHT IE i0 iD 4B A 9 v TYR E. FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF R� T OFF R�NT I 6I OFF RIDGE T AREAOFATTIC _ 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1130D REQUIREDVENTIIATION AREA _ 236413M = 7.88 VENTILATION AREA X SOL INCHES PER FT. (144) IM72 SQ IN. MIN. REQUIREDVENTILATION .SX 113472 IN UPPER PORTION OF ATTIC 567.36 SO. IN. OFF RIDGEVENTILATION AREA = 11S SCL IN. FERVENT 567.36 /115 TOTAL It OF VENTS REQUIRED = 4,93357 TOTAL#OFVENTSPROVIDED = 5 'AREA OF ATTTCISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOROF WALLTO EXTERIOR OF WA14 NO OVERHANGSINCLUDED 12 6 BRG. HGT. t0 i0 FIN. FLR------------------- ----^---'-----'---'--- - 0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH EZZZZJ OFF RIDGE VENT 12 6 13'-0' SRG. HGT,$— 8'-0' BRG. HGT —- - - 0 0'-0' FIN. FL_R.�_- .p ------------------`------ - --------'----------------- 00'-0' FIN. FLR RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH ►I sm W DECO. DTL. (-A SCALE: 1/2 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325, 4 0 c S OLTSDIV. de I,OT ABBOTT PARK LOT #20 BLK 15 PROJMCT# 04181.000-20151 MODICIA 4EBB "1828-CALL" GARAGE OWING: RIGHT PAGE: ELEVATION "c„ 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —F--1 O&V OUTLET 20 Alp SNUB ms IIOV OUTLET IIOV OUTLET N Or OUTLET IONIC TO eu"TCN an IIOV OUTLET tOIAPIC tl6SJSPA{ D L !R/RtRR (TAMPER W IISTMT TT17) 220Y OUTLET (4)e CONNECTION -ice- GPI EXT. UATSIpR70P OUTLET GR7U D PAULT MEIO[P18R STITCH SWTCH 3-WAY OPEN �4 GUTC 4 4-IUAY OPEN I O WALL MINTED, LOW GEILN6 LIWrt © LED CLG LIWRT LBO VAP01% ©VP PROOF LBHY OVP VALOR PROOF LOW OR[CENMD CAN e1w. PAN I GPI PER ea PT. VENT, PAN YLt.JOMT I---- V FU4TIIIIE (ePgCY TOO BT ® !L 2.1111" YARAP .OICIID ! ) PL ARMIND 07 !SW! TNTJ —{ ]' RIJ01lSCEM 4' fWCPGHWA R p C 4' TRACK LONT 0 FA EL METER • 9D. er1DKa ogTNTerae pL1r. taeac•IIP �J WALLMowma &- gm OMCTae inn-�--•_ e1LN� alto Brim Ie"N"CR DDM00 NEgR CCNNgnIC M6ALL = A DISTANCE OF NOT LENT THEN 4' PROM WALL PENDANT LOW LIB NATURAL GM ► NL1-EI•tONX JACK UAN WATER WRA pKTER M9JL !i A7 XJYA= T DRDN OfiG049CT ME Aw GA TE.ENMGI JACK Ca m am PEOUNNE OJ-EOX to M GUPPORIED N AOOGDA4CL eV OGe MAR4IC AS 01OW MR ONL- Lox CEILING PANII.IGNT ro I!K elrP aelEo N AG;ORpANCE "# Oox MARKED AS RCH POR �nea 14- NeANDeecE4r LONT eTRP pnnnna 36' N ArDeecgNr LWIT eTRN• r3no 4V NCAND600E4T LIGHT STOP PLOOD LkW OPT. "CAVITY KEYPAD • PA NMI.OUTTON PpR no use PO RT • LOCATION OP TV JACKS 4 PHONE OUTLETS 4 PAN & TO BE YM"IED • Wxiffa VIER PRS-CONSTRJCTION MEETING. • ALL 0 4 20 AMP ERANCN CIRCUITS TO BE AIR, PAJLT PROTECTED PER ELECTRICAL PROVISIONS OR PECAN ATN [DITION r]RIV 4 1!C ]IRl? ]OIA [OITIGL • M A1P DEDew LAUNDRY GICUIT. • GM N ISLAND (NOT ON IrJTC6M4 CIRCUIT) • D"A&ER DISCONNECT TO BE LOCKOUT N PAEL • BATHROOM 9*14"T PAN TO NAVE MN CAPACITY OF SO OR! Ww"TTENT PER ELECTRICAL PROVISIONS OF MOTION moms • LAUNDRY ROOM RI!CEPTACLE L BE GROUND PAWLT GRLIIIT•MIRRIPTER PROTECTION POR PEReONEL ON ROOM • IGRNG MTHOD M1ALL BE NON PETALLIC CABLE PER ELECTRICAL PROVISIONS OP , ��Eg-(2fi d • ALL UgRC 70 COMPLYupTN ELRCTRICAI PROVISIONe OF T1 ♦ PECIR A TN gp rani • AL„n 6T RUB_D[R AND let 6 MMt ENLrR4Y R,PIGf[IPUMQWT NT iy" P[R PJLQ R ERMY VA CEILING MTD. L*WT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN \-1---------------------- ELECTRICAL PLAN SCALE, 114' . I'-m' ■ OPT. COACH LIGHT METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8116%p cit. breaker VOLTAGE: 120/240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu TFMT! & 1- 48 Cu (G) in 1 1fY' C. OR 3- M AL THWN & 1-#6 Cu (G) in 1 1/2" C. wlr, P.I. W mttoftbon waft I c m CRwl I W.ft I D..e Bon ala pa. wUn n2 1 m EAda R. ob GF11a TUG 1200 1 1 2 $12 2 m Meats Pump tOW 3 4 SPe 6 t 5W1 AIC C.U.1 35 2 R span 7 B PANEL -A PANEL: 42 pt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3. #1 Cu TH•Md & 1- #6 Cu (G) in 1 112"C. OR 3- #2,U AL TFMM & 1-#8 Cu (0) in 1 11T C. Wln P.I. Ktr M.crl tlan Waft ck m Gnus Waft D..al tlon Ktr Pa. wk. 012 1 m S-1 bnca 15W 1 2 HOOD Renee w 2 R #12 1 20 Mkro (Hood GFl 1900 3 4 e12 1 m Sndl Appbnc. 1500 6 6 45W wtd. nectar 25 2 t10 012 1 m R 1m 7 B 012 1 m DYd Rae eIP AFCI i5W 8 10 7200 Oh a0F1 m 7 .12 nz 1 m e.m OflR ,.le. Imo 11 12 tmD d.6..un.r GFI m 1 nz n{ 1 75 f /Htl/Bed. i24 t31 B.[R AFCI BW i3 14 SOW dyer GFl W 2 n0 #14 1 15 Roam, tumtl AFCI tD0 15 18 n4 7 15 KIaNn, Pa ,. AFCI 8W 17 78 1500 ast. GFI m 1 #12 tH 1 16 SDLMAFCI ON 10 m I= Gtn Door .r GFI m 1 n2 $12 1 m W /B.tl NIDon AFC1 I= 21 22 Imo Gw. IE.W. U.4R cl. AFCI m 1 n2 3 u 23 2d BW O4mYC Sot.A CI t6 1 n4 S oe 25 m mC.n.ri a.mnaa AFCI 15 1 n4 S oo 27 m S .ce S a 28 m 10)0 M cootm on m 1 n2 3 n St 32 3 eo. S m / 3/-sp.. S e S a 35 m S c S oe 37 36 3 e R 2 E NC AHLLi aelN6 KVA a185% 5526 38 dF0 S e 41 42 Spa.. L d,,bjwt to tl•n.ntl hoar caouWNn,/Ina 1LOD0 0700 L—..bi.tn a.m.nd bot ctloaaloo. I lT. Demand FactorCalculations, ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER NC; 1,101Y C CIDENTLOAD dFl: GROUND FAULT NTERRUPTER Taal Nad.a 1t to de'n.nd actor {2)W Flnl1OOW radl, to 1W% 1W00 Rem.bin x .a40% iWaO Tact n/C lo.tl 1R2e LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Tact CannwNtl Lo.e Watr 33WO TablAm. b/240WI1. 141.3 Genial Lighting & Receptacle Loatl Tact A/C S /an Feeti 1828 OParal Lh a Rw 3 W / 3 . Ft. 5484 HlJias 1 at f>5W/Li Nat100% 85 Taal (3.neral Light, a Rao hvenq _ 5548 Ckt w. TotaI—ft Goodal Lh 4 Rw Pu,el A 8 617 5548 LED LIGHTING C� SINGLE LAV. a BATH •2 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTE& A. ELECTRICAL MATERIALS AND INETALLA"O SIULL COI'1PLY U#TH ELECTRICAL PROVNSCNS OF THE POOR &W [DITIOt4 r]en) LOCAL CODIA, AND ALL LOCAL POUER CCI•"•/N7 MGLjfRIMINT& B. ALL CONOUCTOIRIS MW-L BE TYPE THHNUTHAN UNLEM NOTED OTI EMON. PO".ER CCMPANY TRNJSFOIRIER PROVIDE 00 AMP, 1204140 VOLT, I P14A6E SECONDARY ELECTRICAL SERVICE. PIRDVDE 3 •1 COPPER (Ol) N 1-1/2' OIA SCHEDULE SO PVC CONOUT OR PROVIDE 3 QAC ALUMNIIM (AL) N Y' CIA SG$DULE SP ANC CODUT ULESS SERVICE ID PROVIDED BY THE ELECTRIC COMPANY. COORDINATE U114 THE ELECTRIC COMPANY MINOR TO BID. I I I I a I I I I L I I m I LED LIGHTING @ DOUBLE LAV. BATH 61 CO•IDMATION SERVICE DISCOMECT SWITCH AND M ELECTRIC METER N NEMA 3M ENCLOSURE BOA/iP TELSPHONE SBRVM XNTPIWNCII NOUIPMENT NTERSYSTEM BONDN6 TERMNAL AT LOW VOLTAGE cGNECTIONS 00 A PV MAP VC PHASE PLO PANEL CAMS TSLEVI&ION soft= 11INTRANCS ampmgw 1 -4 CU ARV= WKOUD CONNECTED TO CONCREME ENCAMD POOTER STEEL PER ELECTRICAL PROVISIOW OF T3E ENG&MH mITIG4 r]/dl). SM" CIA X S PT LONG COPPER CLAD dACUAD ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA 111: 0003325 _ J 7 ii a [PltOJZCT# URDM to RATBBOTT PARK LOT #20 BLK 15 04181.000-20151 MODEL 4EBB t11828-CALI" GARAGE DWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C OND I I I I I I I I ------------- El I LAV. Gm I I m I u • • I u u `---- I 36'x60' ---- I OHM PAN -- O O 9 25'-5' II I 3 2' . N I I I I I _ _ 2' VTRy I /I KS NK W/ 2- 1/2' AUTO VENT 11/2"� O jl IR�2y(1�I�11/2 11/2'� -1 1/2' 2' WC V Q r TUB U 1 LAV 1 ,I/2� LAV 1 AV 2 � I I -----� WC 3 3 1 I I 3' 3 I I/2'� 2• WASHER 2 Co 4 � 4 El TO MAIN I PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE, 1/4 . P-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 rr� a o 1 OU13DIV. to LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000- 20151 MODEL: 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH E . C A -A NO DRZ,A09/01/20 SCALE: 1/4"=1'-0" SHEET P1 0 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 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS A MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GAL V. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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. 1. 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 DOOM TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND F5C 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, IL DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECW DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS, NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 10101 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER ---EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN AWED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER -- SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD (' CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAFNC0NS UNIT SIMPBCN WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) °8X1 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL /—FIN. FLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP.) N FIN. GRADE OR PAVING r EE SPEC. -e' 0 CONC. ITTING ORXTENSION TO 801E R WASTE AS EQUIRED DEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-0' B 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 W VW.abdaslgngroup.com AA #: 0003325 J 1rji 74 gg Re 4 o 0 o i mmov SUSDIV. to 7.0 ABBOTT PARK LOT #20 BLK 15 PliGJECT# 04181.000-20151 MODEL: 4EBB "1828-CALI" GARAGE SVnNG: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP, C DmNT A 09/01/20 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE — PER. ELK ji, PLAN 71f PRE -FAD TRUSS 1/2' CLG. BOARD 1/2' DRYWALL �E • r SECURE SIT. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.G. MAX FIN. FLR 2X4 WOOD STUDS 024, or_ SLAB NV IC: 01Uu.7 IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES - OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05.1.1 ON J' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I.-,. TYP. O.H. 5/S' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM• SOLID GROUT W/ el)- "5 (2) COURSE DO NOT CUT THE BOND BEAM RESARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'=P-O' ENERGY CODE FORMS ATION R-VALUES !RENCE STRUCTURAL INSULATION WIND �WMDaII ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMu 1/2, GYP. ILL. BD. / WOOD BASE 0'-0' FIN. FLRIL a <a ^ y n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ,l ON J' O.SU3. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IV_ ®' FIN. FLR TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)OLAE ERiUNDERLAYMEN sYs EM D1 SCALE, 3/4'•I'-W IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It ASTM D 48613 TYPE IV, OR ASTM D 6"151 PVC eu91N'CR0 LM CM ' GYP. R.. SD. ICo BAN 2B GAS LINE THRU BLACK — b'•_ FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908,1.1 ON I}' Oza SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' ' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 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 VP THICK, t COAT - PORTLAND CUIEW PLAOTOt API IED DIREmy TO MASONRY REO, VERTICAL TRACK 6Y m^p. FASTEMM TO TRACK DRACKI[To PRODUCT APPROVAL REG CORNER DEAD w cm SEE STwcTURAL FOR pwlt Cp'IdTT ho P.T. YG ATTACFW TO PILL CELL AS PER PRODUCT APPROVAL Ro. MALAW 1 SLACKER ROD UEATI,ER STW MOULDHo ALL s GARAGE DOOR JAMBS D1 SCALE: 11/2'•F-0' i-2X4 SIFF 24' O.G. MAX.—� SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER—/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ $/S' GYPSUM BOARD. OR 1/2' HIGH STRENGTH CLG. BOARD S' CMU a- m ,a W/ WINDOW OPENING rL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. WL. BD. WOOD BASE FISEWiLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' O.S.B. SHEATHING OR;' CDX PLYWOOD SECURED PER I'-m' FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT 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 CMU 0'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING 5 l—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'• 1'-m' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdoslgngroup.com AA #: 0003325 V 7 9tmDIV de LoT: ABBOTT PARK LOT #20 BLK 15 PROJICCT# 04181.000-20151 MODEX. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Va INT DATTZ: 09/01/20 9CAIX: 1/4"=1'-0" SHEET D1 raa 2xi P.T. • C XMIt a DOOR 4EADER 6ECURED RV (D 112' X S' J-DOLT LLV 4' MIN. EMBEDMENT W/ 2' X 2' X W W46HER 4 NUT OR W (2) 1/2' X S' ANCHOR DOLTS W WA6HER 4 N)T ®4 6EC%M— 2x4 ON RAT TO EILK m UV MA60NW NAa.6. 2xf d,Amolm DOOR =- Sammo IE W/ (5) W X S' J-DOLT OR ANCHOR BOLTS, W/ 4' MIN, WIDEDFEW, aV 2' X Y X W' ""m 4 NUT. (0 WITHIN S' OF TOP. (U WITHIN S' OF THE DTM, 0)EVENLY SPACED. ® a S7 D IE o Ic NOTES, ALL ANCHORS 614ALL DE IN ACCORDANCE TO MANFA,CTLMR6 1116TALLATION INSTRUCTIONS WHERE Mlr- 1 INSTIQ=TICNA ARE MORE ATMUN& NT GARAGE DOOR 1 BUCK ATTACHMENT ec4u, vr- 2X4= SECURE TO BLOCK W/ 116' TAPCO45 (MIN. SHAWL SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) 8' CMU Yi' DRYWALL WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS, O,C. MAX SPA-NG. I'X4' OR 1'X2' P.T. NAILER MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH Ix4 P.T. OR %X4' MIN. SECURE TO BLOCK W/2-W6' NON-STRUCTURAL i(r' SECURE THRU FRAME 4 ❑ TAPCONS TAPCON MN. I-Y4 EXTEND 144 INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ W6- TAPCONS MIN. HEAD SIZE 300 e, CMU (MIN. SHANK SIZE .145 a MIN. EMBEDMENT I Y4) • DRYWALL MR HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER WITHIN W OF EACH END 4 2X8:® IS' O.C. MAX SPACING SECURE TO BLOCK W/2-Va. 7fr' ObJB. X 4' MIN. DOOR CASING TAPCONS (MIN. SHANK SIZE .145 DOOR CASNG DOOR JAMB OR WINDOW MIN' HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-I6/18" A WINDOW TO BLACK +3 4 OR +5 4 C WINDOW TO BLACK +1-15 8" SCALE: N.T.S. SCALE: RTA. 2X4: m SECURE TO BLOCK W/'1(r' TAPCONS OR (MIN. SNAPS, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 16' O.C. MAX SPACING. 2X6,m SECURE TO BL W/2-Vo' TAPCONS(MN. ebANK. SIZE .145 MIN. HEAD SIZJOO MN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8• CMU 18' O.G. MAX SPACING. IS' DRYWALL 2X8,m a I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2.v-o R CASNG (MR SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O,C. MAX SPACINCs. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" @B WINDOW TO BLACK +1-1 " " SCALE= N.T 2X4:m SECURE TO BLOCK W/ Wb' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 1W O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WR-Vo' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIN. EMBEDMENT I Y49 D, CMU WITHIN VOF EACH END 4 K• DRYWALL )S' O.C. MAX BPACMCs. 2XS4 ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-Wb- CASING TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOIOWOBK2zK14WNDOW TLOC+f" " SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ V*' TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' CF EACH END 4 NOTE, STRUCTURAL 2x 18' OIL. MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE TO BLOCK W/2-%•NON-STRUCTURAL % TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -ACV CMU MIN. EMBEDMENT I Y4) If' DRYWALL WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. X4' OR IX2' P.T. NAILER 2X8,m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. zero wn,n wao ro R+es.ws roe xor nac9o#•� DOOR JAMB TO BLACK +3" E ALE, N.Tb. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X64s SECURED THROUGH SECURE TO BLOCK W/J-Y.' NON-STRUCTURAL ' TAPCONS(MN. SWANK SIZE TAPCON MIN. 1-4- J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8' cm Jf• DRYWALL 18' OG MAX SPACING. 2X8,m 1'X4' OR I'X2' P.T. NAILER SECURE BLOCK 2ND 2X SECURE TO TAPCONS(MIK SHANK K SIZE SIZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN VOF EACH MIK HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASNG WITHIN V OF EACH END 4 DOOR JAMB OR WNDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F' SCALE, N.T.S. W TO BLOCK +3" 2X4= SECURE TO BLOCK W114' TAPCONS(MR SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Ys') NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.G. MAX SPACING. SECURED THROUGH 2XG, m NON-STRUCTURAL i(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MN. SHAW SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Ya')' DRYWALL WITHIN W OF EACH END 4 IVO.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS® Li SECURE TO BLOCK WA-1/4' Y6' CA$. X 4' MIN. TAPOONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW 6ATTACH WITHIN 8' OF EACH END 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xab oe„rt rEom ro n.u* /n� rco xoe oem #•� DOOR JAMB TO BLACK +3-7/18" G+ WIN W TO BLOCK +3-7 18" ALE, N.T.S. 2X4= SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -ACV MIN. EMBEDMENT 1 Y♦') WITHIN VOP EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MST BE ON OUTSIDE 4 2x6mI SECURED THROUGH SECURE TO BLOCK W/1-I/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I -Yi (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIK HEAD SIZE -400 MIK EMBEDMENT 1 Y49 8' CM WITHIN 8' OF EACH END 4 )f' DRYWALL 18' O,C, MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIK TAPCONS OOR CASING (MIN.SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN VOP EACH END 4 TTAC14 TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" DOW TO nine+3 3 4" H SCALE, KT . 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdoslgngroup.com L AA is 0003326 MI III. RIM' m s4 gloill sVSDM at LOT ABBOTT PARK LOT #20 BLK 15 PROJECT 04181.00t-20151 "ODELLa 4EBB "1828—CALI" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C D AY�E: 09/01/20 19CAI.E: 1/4"=1'-0" SlEm T D2 rKuuu{.1 ArrKuVAL LMIIIYU-3IAIVUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456olO SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 22/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2027 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 F8CR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12731/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.ebdealgngroup.eom L AA #: 0003325 0 6 FORM. & LOT ABBOTT PARK LOT #20 BLK 15 PROJWTL� 04181.000-20151 MODEL.• 4EBB "1828-CALI" OAPtAGE SWINO: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C APPROVED BUILDING wRAP PREPOPMED CONTROL JOINT — FLANGE OF CONTROL JOINTS Td BE WUYE'D TIED TO LATH • I- Or— MAX (VERTA NOTE,. DO NOT FASTEN CONTROL JOINT O WALL EVEN IF STUD CAM BEYOND EXCEPT STAPLES W/ SECUI RR O NTM JOINT LEG MAY BE USED TO TB'M. OURNCs INSTALLATION —� FASTENERS TO BE SPACED • T• O.C. MAX VERTICALLY LATH SMALL NOT BE CONTINUOUS TMOOUGH CONTROL JONM BUT SMALL BE STOPPED AND T T i' To oAPr To s• J' THICK, 3 COAT CEMENT PLASTER UM LAYER -2. FORTINISER OUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERTJ Or —MAX RTS At SUPPO UFOLAYER'L STUCCO WRAP WOOD SHEATHING I— A EACH SIDE. \ `� PROVIDE 2X4 PER ASTM C06D /\ / . PLACED FLAT MAX6' TO L®.IA FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON L PA$TENEM FOR LATH TO BE NAIL6 Opt \ STRUCTURAL STUD STAPLE& N COMPLIANCE UV A6TM CIV63 r 2. WIRE TIES TO BE (NO. IS) 0m418' WRE / 3. BLOCKM SHOM MAY BE N ADDITIpy \ TO WALL STUDS RECUIRSD PER PLAN pe 1/ee OL Mow sAwlo . rt. A OPr. Lr.A RVYAIO. 2. CLAN • Pr.6 1 CLAM - Pf. o ® ®:OLD h OI. FOLD NOM - Pr. A 2. CLAN - Pr. • (.OLD ® LPOID ..wo.Pr.A 2. CICAN - Pr. 6 s. caAe6 • Pr. C A FOLD Pr. C ov" Fr. 6 TILL Pr.0 Tollown 60110N RLANME �6 rd 0 RYJN ..—TI611f MAL POLO, I)¢ Sm W. XO wrALL ICIt:1fQR R.A66tl Ar eDTra+a IROOIr . MALL N,SAOWIIOW SHALL 06 LAPPED A MINIMUM OF 4'a4' SELF-ADNEIiMG M I MISRAM 6' - VERTICAL LAPS (ROLL R ASHNG (COMPATIBLE tW HOUSE ENDS) A 6' HORIZONTAL LAPS. IIAtM MATERIAL) OVER 4• ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE UlRAP. r�,4 UNTH FORTIBER SHUTHNG TAPE FLASHING TO EMEND aNro PIP[ % / 1' OR LESS PIPE 6'Fi' SEL►-ADNERNG M7EMORANE / \ PENETRATIONF.. FLASHING (COMIPATIBLE W HOUSE MATERIAL) OVER 4'x4' SELP•ADHERING MEMBRANE PLASHING OVER APPROVED �, / r I•Rr1, LAP • rETAL un+ \ :; i „ HOUSE WRAP. . -, FI_ASNING ro lnxrdD afire PIPE X X X x X X X CUT AND OVERLAP ONE BIDE OF . METAL LATH SELF•ADNERNG MEMBRANE FLASMMG CUT AND OVERLAP ONE SIDE OF STEP 01 RING MEMBRA'E STEP 02 UM LAYER'(, J' THICK3 COAT CEMENT FLASHNG UM LAYER % STUCCO tl21T,d,P I 6111000 u RAP / METAL LATH IUUB LAYER -2, POW IBM WRD LAYER 4, FORTIFIBER I URB LAYER 7, FORTIPIBER dJILDING PAPER BUILDING PAPER BWLDNG PAPER � METAL LATH UFO LAYER -L 6•F6' SEEP-ADHEIWNG MEMBRANE STUCCO URAP PLASHING OVER 4.4' SEEP -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS REQUIRED TO SECURE =AP. R.OSHNG TO E)cTmJD ONTO PIPE PPE/ URN TO FRAMING. 4114' SELF-ADRERING T'IB"IBRNE PLASHING OVER APPROVED I• nN �nTN HIOUSC =— FLASHING O EMEND ONTO PIPS (—o"PAPER. LAP SCALEr I UT'.1'•dT ® KICKOUT DETAIL "Inuit T ff MAL (■umo on *C OW DDli2 QV NOTE. SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WTM 00415-IN. (171-MM) WRE AT INTERVALS NOT MOPE THAN S' f226-N'Ml. AS PER A6TM CIM3 1AL FOR REPAIR OF TEARS N UM LAYERS, TEARS MAY BE PATCHED WA40M WRAP TAPE PER MF AR . SPEC. OR PEEL A STICK IIIOOD 6TUC SHEATHRl6 STUCCO • unl • F1F.R S _Z4 fmol . of z S 1 w"I 111 WOOD SHEATHING OR CMU WR8 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL 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 5 "L" FLASHING N.T.S. COW. BEAD OF SEALANT AIR ELASTOMEIRIIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTX*V SECTION PER SECTION 7087 ExI6Mrh01tn nld oRarIRRYg EMerla use of p r1land cement pester shell comply with the application npunamnenls of ASTM C 926-12A. Installatbn of e1¢er1w lathing and framing shell conpl with ASTM C 1063-12A PIPE PENETRATION DETAIL (FRAM" (E) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHE51VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-1744078 www.abdesigngroup.com AA #: 0003326 Q r O N. 11. L f 00 mum & LOT ABBOTT PARK LOT #20 BLK 15 PROJECT* 0418 .000-20151 MODELa 4EBB "1828-CAU" GARAGE 9TrWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIIIENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y,' CAULKING • JOINT ALL AROUND PER SECTION R703.7 Extarlor l dit and pleaterina Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installabon of exterior lathing and framing shall comply with ASTM C 1063.12A. WRB LAYER 1, STUCCO WRAP HOODED VENT .. X: THICK, 3 COAT CEMENT ,. PLASTER METAL LATH WRS LAYER 02, F'ORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-64'1-0% MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'OUICK FLASH' VENT_ PENETRATION A SCALE: N.T.S. ELEC. METEF VERIFY LO O'^,RG/Y IV RGVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I '-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP METAL LATH WOOD XTURED CONSTRUCTION ..�—PUNISH •TEWow FASTEN TO WOOD STRUCTURAL MEMBER • 1'Or_ MAX e• cnu 76' TO)P nW6LL nye� wn _s_ A • • 't'� *'WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FMIaH • MABONRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER 7, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER w STEP #2 WRB LAYER h, STUCCO WRAP APPLY MIN SEM5RAI ERING GRADE 'D' FELT t ® FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER @, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdesigngroup.com AA 0: 0003326 6 Z ro V C m r 46 E3! 40 s J rPvto BDIV.ae LBOTT PARK LOT #20 BLK 15 JECTaf 04181,000-20151 MODEL- 4EBB "1828-CALI" GARAGE BRING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 0 D TI 09/ol/zo SCALE: 1/4"=1'-0" BI•IEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO —ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING Q l' O.G.) GMU V THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 aum & IA n ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 HODICU 4EBB "1828—CAU" OARAOE OWING: RIGHT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3ZP�' 8 20 A L AR NO 93723 D � 09/01/20 8CAL :1/4"=1'-0" MMET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO uaoo slaEnrNlrK. WEATNER RESISTIVE BARBER-1 WEATHER \ ERESISTIVE rlm' 'AALP slow, VIA' � � � \ 6.A�_„nHE� � 0. 56 RRNG a s i UEATNER RESISTIVE / STARTER STRIP \ \ \ ISARRIER WEATHER ATHER RESISTIVE \ \ on \�\ M1AON \ — GALVV METAL r,ALvv METAL Z nLABFRJIM 7 PLAS14 NO WOOD TRIM QMEMBER / .:. , - — — ` � / OlraOxDbT AMEW OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD OONSTRIJOTION BEYOND WOOD "ATI.1w.— WEATHER RESISTIVE BARER uEATNER RESISTIVE — BAMER 4 BOARD A BATTEN FLASWIING "EI STARTER STRIP—w �FL�AdG IIERRl6 SBARMEER �°ISTIVE W@ATNER RESISTIVE DARtlER 4 61 PLAe-ADNERNo G ALV•o METAL on :• R1,48NIN6 NARDIE TRIM PER ELEVATION life CASING / \ / NARDIB TRIM PER ELEVATION \y / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #F: 0003325 h Q N b a 8v8DM 80 LOT: ABBOTT PARK LOT #20 BLK 15 PIt0jzcT# 04181,000-20151 MODMIA 4EBB "1828-CAU" GARAGM 8WIDTO: RIGHT PAGE - WALL ASSEMBLY DETAILS 160 MPH EXP. C / i / \ \ t i . _.. _ ..._. I 2x6 SUB-BANb W/I'x4' NOTCH w - -- " - - ✓ - END, WRAPPED IN PEEL 4 STICK 1 ' DRIP EDGE\\ 1 I\ '1/8' \\ TEXTURED I FINISH ai WOOD I \\ \\ � /; 1/2' TEXTURED FINISH * CMUAll d ! \ \\ METAL FASCIA \ WRAP Ys' FROM \ \\ ` \-------- ----!;a STUCCO, P FROM <I WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ �\ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY `. \ ®ELEVATION 1/8' TEXTURED j FINISH 0 UIOOD, IR' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP' WOOD SHEATHING x x x x x x OR cm UM LAYER "I, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB BAND � ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT N ©FLAI ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) / DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®PLAN ,4 �-1/6' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH B CMU / 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE -ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l�'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A 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 W/I('x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003326 14 r h � S SVHDIV. de LOT ABBOTT PARK LOT #20 BLK 15 PROJECT* 04181.000-20151 MODELA 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ) 39'-8" 28'-W '4' 9'-8" 9'-6" 15'-10" 3'4" 36'4" 3'-6" 74 0T`f OP OF m SLAB ' — — FM-12X12 — i — — — 1 — — — — FM-12X18— N 4"GONG. wtzSLAB lu i +-3 1/2" 1,.0^ LF-24X24 l 10'-0" 10 / I . r 1 FM-12X18 EXTEND I 1.1 SLAB 1 1/2" 4' PVC i CHASE i i� I I / i� f '' I .I �p,.o^ i TOP OF I SLAB n i I ,/ ml / �% LL /f i� IN Ij/ LL j� 1 b' I _ — TE-1 I "2'-8" ry Vl 1/2" e 17'-8" 5 3'-0' ' I I I I I o LLI 1 EXTEND SLAB 1 10 2 14" CONC. LL) m FM-12X18 — t•t SLAB (L r I �-3 t12" al I 3-44 ILL 2 71/2• I 1.1 1.1 L FM-1— — J FMC-12X18 FM-12X18 FMC-12X18 0 4 4 1.1 1. 10'-2" 3'-1' 4'4" 16'-0' 2'-8" 14'-0" 21'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" tS�'aaiv FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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. 11.171NDICATED #5 BAR, CJINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 6-13, USING: Pm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 7E-1 8" s (+)0"-014 FMA2x12 12" CONTINUOUS 12" - ()#5's FM-12x18 12" CONTINUOUS 19, - (2) #Us FM-16x18 16' CONTINUOUS 18" FMC-1 8 12" CONTINUOUS 18" s 5 IN CUR VARIES 1441 N. RONALD REAGAN 81 LONGWOOD,FL32760 PH: 407-7146078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 yh i c C � 6 Q > USDIV, & LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODEL" 4EBB "1828-CALI" GARAGE BVWG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING z_ — STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a d U CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a E SPACING REQUIREMENTS I..r m . 1 �s.:. r.�[.•: T`_ .• /'��c' GARAGE DOOR /w ^ w rOU U w =_ I I RECESS agate _ �a N Q FM .o 0 tan Z 8" CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS LARGER BAR I W W 6" tD - +- 0'-0' IN FOUNDATION WITH 3a' LEG EACH w U o +_ p-p• - d WAY AT ALL CHANGES IN DIRECTIONS O N TOP OF SLAS TOP OF SLAB I• SO THAT THE STEEL REINF. IS CONTINUOUS . - - - MATCH AMOUNT OF CONTINUOUS BARS CURB FOR JIB � a EXT. PORCH SLAB �• SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA. 4" CHAMFER (1 STORY) #3 18" EXT. PORCH SLABCHAMFER - VA I S SEE SLAB SCHEDULE TOP OF GARAGE I• � I� v. t` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7b, ELEV: W/ i/2" ISOLATION 6' CHAMFER (2-STORY) Wl 112" ISOLATION (1-STORY) w 0. 0'-0" JOINT (WHERE APPLICABLE) zSEE #4 44• SCHEDULE #5 3a' JOINT (WERE APPLICABLE) 7�WHEN CHAMFER (2-STORY) SCHEDULE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 38 xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE BDALE:34"=''-0" 2 BDALE:34"=''-°" � CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3t4"=1'-0" SCALE: 3�4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w a O I a 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED U NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE Q BASE p, EPDXY. MIN. EMBED ( TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ...i UNO PLATE EPDXY 5-112" EMBED. MIN. 0 16" OC SLAB W/10d MASONRY 4 a O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" 0/C STAGGERED. _ SPECIFICATIONS FOR y a BTM AND TOP PLATE ADDITIONAL METAL = m USE AND ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE F- PREPARATION OF x COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 /4" 1 TAPCONS O HOLE. w rn , CO NOT USE tOtl w w UPLIFT IS PRESENT. x 3" SLAB SCHEDULE SEE SLAB SCHEDULE M � a a VAI [SEE 0 o p-p TOP OF SLAB TOP OF SLAB\. ° 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) /:_�_° � a . EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SGALE:34='-° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL $ 6 SCALE:3/4"=V-a' (W/ UPLIFT) scALE:3/a"=r-a' (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE a '� PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U D.CONNECTORS NOT to REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. m Z +- POURED LINTEL CONT. (TYP.) + e'' 8" CMU FILLED CELL (fYP.) - TOP OF SLAB AB .I• SEE SLAB SCHEDULE 2X WALL FRAMING _ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- Z Z - .MINIMUM _F—FO EMBEDMENT INTO PLI' TOPOF SLAB � ° • � _"ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS ANC ro�POURED CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX MONOLITHICALLY WITH FOUNDATION AND SLAB -TEDULE SEE SCHEDULE BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 1 BLOCK WALL CONNECTION SQALE:3/4"=V-0" (NO UPLIFT) 10 SCALE:34"=1'-0" 1 SCALE:3/4'*=V-0" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.a hdea Igngrou p.com L AA #: 0003325 Y '0 SUNDM Ae LOT, ABBOTT PARK LOT #20 BLK 15 PROJECT* 04181.000-20151 MODEL, 4EBB "1828-CALI" GARAGE BMWO: RIGHT PAGE: DETAILS 160 MPH EXP. C J Q 0 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. I. i CLEAN OUT REQUIRED FOR INSPECTION •a e i TIETVERTICAL REBAR q TO HORIZONTAL REBAR WI 10" HOOK BAR SIZE 48 BAR DIA. Z W� #3 18" > #4 24" M �U #5 30" #6 36" #7 42" HORIZONTALNERTICAL 1 SCALE: INFORCING RE3/4"=1'A" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z � STEEL REINFORCING IN GROUTED 4. CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS U � J 0 lap Z 8"CMU WALL 0 M SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) IT' CHAMFER (2-STORY) Z MATCH STEEL i REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" 0'-0" +- 0'-0' TOP OF SLAB q TOP OF SV+B BAR SIZE 48 BAR DIA. 2 uj q #3 18" n 4 #4 24" qs #5 30" #6 39' 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS �1 0 ED] CMU UNIT DIMENSIONS to ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.00m AA #: 0003325 1 Y gar ITI .1 9v13Div ac LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODIM 4EBB "1828-CALI" GARAGE STIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HOG 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' HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE ZE' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 Sx8 (i) #5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 4-0—SAFE LOAD PLF TYPE 9U9 4�4e -2. 4 4�4'M- 4 TYPE --T — I nnu LENGTH 3'd' (42') PRECAST 2231 4'4' (48y PRECAST 1900 4'4' (64') PRECAST 1699 V-0 (61') PRECAST 1217 9-10' (70') PRECAST 1Da2 94' (78') PRECAST 900 T-C (On PRECAST 743 941' (112') PRECAST 564 tad' (126) PRECAST 475 11'4' (13n PRECAST 382 1741' (144') PRECAST 337 134' (160-) PRECAST 296 14'4' (188') PRECAST 279 14'4' (1761 PRE87RBISC-0 N.R. 194- (194') PRESTRESSED N.R. 1T4' On PRESTRES D N.R. W-C (23n PRE87RESSED N.R. 21'4' On PRESTRESSED NA 22'd' (0147 PRESTRESSED N.R. 24'4' PRESTRESSED ��mO�Om v00000m O�O��DO mm��©mil mm�omoo'. i0®Om0�0 �0movo�r. ��000mo �m�OmQ'"[.tc3S1 0�000�0 oo�o©mv �OmmOmO ODmm�mO ��m�m00 ®o�0m�v DOOmm®0 (26a') N.R. 129 1 MO 1 4M 1 !M 4114 1 1082 1 1M (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 9d' (427 PRECAST 1026 1024 1688 4'4' (46') PRECAST 765 7B3 1300 4'4' (54') PRECAST 592 591 1073 94- (64-) PRECAST 411 411 746 6'-10• (70') PRECAST 340 339 616 94' CM PRECAST WT 721 490 T4' ISM PRECAST 424 534 383 C4- (112') PRECAST 32B 512 230 194' (12B') PRECAST 284 401 180 11'4' (138') PRECAST 280 452 154 17d' (144') PRECAST 244 402 137 13'4' (1190') PRECAST 217 324 110 14'4' (1W) PRECAST 206 293 100 14'4' (176) PRESTRESSED N.R. 204 91 194' par) PRESTO N.R. 259 83 74- Min PRESTRESSED N.R. 194 64 19'4' M2") PRESTRESSED N.R. 146 62 21'4' Win PRESTRBISED N.R. 125 42 274' OW PRESIRE88FD N.R. 116 40 24'-W Min PRE8TREBBED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT _ moom000 �700EJ7�®0 ����iCS1Q10Am0 ��000mo �oimm000io'. �o®mmo �'1�7'1 GT1�l�Cl1iC'1 �1'', _ DE�"IC7'1Q'1C!'1�.T7�4'f ®morsQ�ca�'1�:�Im!1 4�1'1� r� rtn� �e!>• rt� 4rt• rr� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EJ(CEED VALUES STATED ABOVE - PROVIDE AMMUM C OF BEARING PAST EACH SCE OF WHOM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 114" = V-0" 1� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FA)C407-7744078 www.abdosigngroup.com AA N: 0003325 0. dd 4 It 7 r 4A ju _. SUDDIV. ae LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000- 20151 MODEL" 4EBB "1828-CALI" GARAGE BVrMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR W/ 0" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING T�e �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LASTEU-1#5 TWO COURSES ARE BOND REAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAMCOUSE OF BOND " PLACED, THE STEEL REINFORCING ORBEAM TH BOTTOM BOND BEAM SIS OMITTED AND ATTO EL 1BE CONTNUOUS THROUGH THE 1#5 / d" TOP OF THE LINTEL. \�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = P,65' FF. Bx16 DEL. BOND TOP O • /\02 BEAM W/ (1) #5 BAR BOND BEAM 9 EACH COURSE G 8x8 BOND BEAMTN TOP OF • �Ga\� W/ (1) #5 BARBOND BEAM I .\\AO� U = UILLED W1 NFILLED GROUT GROUT SOLID FR,� TOPNOMINAL LINTEL TO TOP OOFOPENING # OF #5'S, IN 2ND BONDWIDTH BEAM, IF FILLED BEAM COURSESEE NOTE 5 I;.6-1T/1 B 8x8 PRE -CAST CENOMINAL—�LINTELW/(1)#5MASONRY QHEIGHT # OF #5'S, TOP - LENGTH Of BAR OF OPENING-2"CORNER IT IS THIS ENGINEER'S INTENT BOND EAM COURSE DR%2�BEAM DESIGNATION THATXFXX-iT/1M/O8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CE SCALE: 3/4"=l'-' AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOOp AND XUXX- iT/lM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN D WINDOW SIZE .300 MIN EMBEDMENT1 1/4') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 'a 1 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1W) 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSB 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS J SCALE: 3/4" = V-0" r SINGLE #5 CORNER BAR, 30x0 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.com L AA A: 0003325 r h 4�p C k�k 6 b 6 i BVBDIV. Aa LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODEIe 4EBB "1828-CALL" GARAGE BWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO M N BRACE TOP OF WALL. CJ16.6K— n —?.F x--a-- CJ3 n p u 1g u n a �nI n e x p3'1 A TACM 4%0 LONG 2x SCAB TO N CJS = a a i aTRUSS W/ 10tl NAILS @ 6" O.C. tl p tl (4" FROM EA. END) tl ®a as�aa_�os a:saavvs I I e ti� I se m a aaaaa m z®� v� a saaaa s A ' s aaax I I I e ®aaa®a:�F TRU88E8 � 24.0. MAX a�aa a aa� a II I y,6— v��:as�c sys I a�a I vaa�a I ea:e �cs:®aes�a�am�aca�c I I I a�eaaaa><aaa==�� aaa=aeaa�a I I I as® s aavae s�� s s asv� s s I I I I I I xe.P, e a aaaa a� a .a�a e e �x s 1A = _—_ 11 L9� I 3.1 3. 6 I I v�c1 e�:vv®v�l JIIIi, I I I I vc:e aamassaavaa=:� - I a ao a I a vacs a I: saw a a® sc:vvv��s�aa®v�vv�vv ae>:a��aa=s.aa®eaaaa<ee�lt I I I I I I 22"x54" e ssa:: ATTIC .: v �am:ACeCEE%S I I I ee y,A��aaaa�.� aaaaa�, 1 I I _ Al AU J Al 1 c>_. sv:ems ar aa� v eI Al! FRAMING PLAN SCALE: 1/4" = l'-0" CJ1 CJ5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003325 A g MCC a SvBDiv as LOT ABBOTT PARK LOT #20 BLK 15 PROJICCT# 04181.000-20151 MODEL, 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFM/ALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9)10d x 1 4" NAILS TO TRUSSeAND (1) SIMPSON HETA16 TO HTSM20 W/1410d"x (2) SIMPSON HETA16 TRUSS ANCHOR W"ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND x 2 7/4" SHEATHING 16d x 1 NAILS TO TRUSSFASTENER SCHEDULE" x 1 NAILS TO 8" x MAY ADDED TITEN 2 ANCHORS TO HORS" DBL STRAP, 1 EACH SIDE WRAPS UP AN DB , GIRDER. GIRDER. PROVIDE 5" R W/ NAILS, O W/ 10d NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(l) SIMPSON LGT2 GIRDER TIEDOWN WI NOTE: A PT SYP #2 2" z 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) l0d x 3 4" NAILS TO GIRDER AND6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAi6 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAIL5 TO GIRDERO/C TO FACILITATE ONE CONNECTOR BLOCKWALL W/70 10d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIAACCOMMODATE TRUSS REQUIREMENTS. WITH (4) J" x 5" TITEN HO TO CMU AND (12) SOS CONT POURED LINTEL SEE ARCHITECTURALANCHOR 4" x 2 4" TO GIRDER 2x SECURED WI (3) 16d GALV. COMMON NAILS.D WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 1Od 24" OIC, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SIDS 4" x GALV. COMMON NAILSP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C 2z SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH VAL GALV. COMMON NAILS. (2) e x 5"TITEN HD TO CMU AND (18) BIDS 4" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) SD"` 3/4`' 2a 2b 2c SCALE: 3l4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA72 20 GAUGE COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING W/ 10dx1/2 HOG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3)7" BRACE SECUREl1 PT. PLATE PER LEVATION (1)"X"BRACE @ CENTER TO BLK W/ DIA. "- FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ GIRDER 6'•0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX /2X4le STRENGTH EPDXY 6" 2x WOOD FASCIA, JL SEE ARCHITECTURAL MIN, EMBED. AT 32" OC MAX. PER ELEVATION lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8' 8" ( O.C. MAX STIFFBACK AS PER GYPSUM BOARD OR i12"HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD STRENGTH rn 5 U MAY NOT BE (2)10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) 0 >a> R4i � y F- REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) t6d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO .ITDIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BO. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° * i • -. °. 10'-0" O/C MAXSECURED W/ (2) 1Od COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END - INTERSECTION TYP. BTM. CHORD BRACING 6 PRE-ENGD TRUSS SCALE: a/4"=1'-a' "' \GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0" " J ae SCALE: 3/4"=1' ' • s FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE 3/4"=10" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4"D �10 HOLE EDGE>5/8" 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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINO ARE SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITS 9 NOT USED 10 SCALE:34"=1'-0" 8 SCALE: i 1l2"=1'-0" d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www,abdesigngroup.com AA #: 0003326 4 I`- a h Z Q }F} F h Q 1 o SVHDIV. Z LOT: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.00 —20151 MODEZA 4EBB "1828—CALI" aARAOE awMG: RIGHT PAOZ: DETAILS 160 MPH EXP. C AA NO DitINT .1 A 09/01/20 SCALE: 1/4"=1'-0. SHEET s3.1AL VTCR SPACING AT EACH END Ilalii (1) 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) X' BRACE 30'-V TO 60'-0 (3) -W BRACE PRE-ENG GABLE TRUSS �Il�lhi (1) "X" BRACE 0 CENTER "X" Iti 1 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG). PLYWOOD SHEATHING, SEE "ROOF(WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TVP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's (� PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: W/ HIP RETURN PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W11/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=70" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 Z Mom 1 o �kk 6 44 us x 0 lij aUDDIM & Loll ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MOaE71 4EBB "1828—CALI" GARAGE SVMG: RIGHT PAGE: DETAILS 160 MPH EXP. C AA No Dw� 09/O1/20 SCALE: 1/4"=1'-0" SHEET S3.1B 1 I q GABLE ENO "211 .11 ROOF WIND DESIGN PRESSURES NET (GROSSF---X6 ZONE 1 = 2379 PSF (33.79) ZONE 2 = 31,18 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4' _W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:-C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 6d GUN NAILS C4 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170.000 WrNa- SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORO BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTEROR HING---�\ ROOFR ORTTRUSS EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, Q QJ Zw ZO a w Y Z U wO a Z Of w 10 8d RING SHANK GUN NAILS @ 4" O.C. `I TOP & BOTTOM EDGES J a Z O Z � Z = U N O n J ZZZQ y Q N CD . OD Z Y 6 Lu Cw7 2 �L) W W (Nj U U DO O °LU OL ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 V' O.C. IN FIELD TYP. EXT. SHEATHING ATTAX HMENT FOR ROOFH . TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 170. FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL" NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE LP. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%MR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6tl EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3J4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64K CONTINUOUS POLYETHYLENE VAPOR BARRER MEMBRANE UNDER ALL SIABSONCAOUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 830EMBER E 011, ANSI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. SEMIS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = EYED. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 3147. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2017, 8t1 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 Pat TOP CHORD-nonconarteM 10 psf BTM CHORD -Tron-rAncurrert DEAD LOAD DEAD LOAD 15 pif TOP CHORD 20 psf TOP CHORD (7 psf W/ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING. INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 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 (FBC 017) EXPOSURE C. RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(ASCE 1310 ATTIC ATTIC WITH LIMITED LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH STORAGE::40p HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: STAIRS: BALCONIES (EXTERIOR) DO NOT OUT 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: GUARDS AND HANDRAILS: NTS:30p GUARD IN-FILLOM:4 COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: IOpaf, SLEEPING ROOMS: 30psf. STAIRS: AGE N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY 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 TWO -CELL 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 BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE PTn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND $HALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 3•PI,[97_A1C•I.LU-1i1:9T742-TyiI•I'F FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND S" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SLOW PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"HI- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8- FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112" FOR #5 AND SMALLER Z FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS l4rT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE S, TYPE E OR S, Fy = 35 ksl. 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 A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATgN EDE TTFE SPACING REMARKS APPLICATbN SIZE TYPE SPACING REMARKS 1#PT FURRING TO MASONRYICONG, CAFE HARDENED COIL LI I12'L— B'OIC GARAGE OOORBUCK TO MASONRYICONC. ,l4'DW. .'WASHER —CON MASONRY FASTENER 6OM 1- EMBED., 4' ET.D GIST., I-EDGEDIST. EGD,AL. EXT, DOORS A ,SEENOTEO CAeE HAROENEDCOK —111?LONG. C 0 STAGGERED WINDOWIDOOWFASTENED INTO MASONRYICONC, GARAGE DOOR BUCK TO MASONRYILONC. —DM.WI WASHER EXPANSION BOLT 24.0'0 Y EMBED.. I EWDST., TED. DST. Noo.N eua GAEE HARDENE000IL a-ob WiNDDwIOOde FASTENED METAL ETRAn TO CONTACT THIS ENGINEER FOR SPACING 1.Pf. SEE NOTES -111?LGNG. STAGGERS. I—MASO —ON MASONRY/GANG REQUIREMENTS ExT MG'1e91A 'TAPCOM' IS.OIC 11R'fMBED, W' END NOFLBEARING WORD 1IT' EWANSbN 4"EMBED. i'END Ob BUCK 2x PT, SEE NOTE 6 MG— FASTNER DIST., I TIT EDGE DST. WALL TO CONC. SLAB W/ WASHER EGLT DIST., J" EDGE DIST, e'OIC I"EED.OIST..11?' WBUCK L,.9EE WAS0HER 9TAGGEREO —SHIM PT TO STEEL TOSTEELCOEDGE DST. EB STAPLES I. 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 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NNLEDAND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgngrou p.(;Dm AA #: 0003325 h a � 8 6 Mill4 9 f C lij sas LO UNDIV. T: ABBOTT PARK LOT #20 BLK 15 PROJECT# 04181.000-20151 MODRU 4EBB "1828-CALIF" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 77Z r4 /D6 7 2-z 3