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HomeMy WebLinkAbout7816 Broad Pointe Dr992(f005-4EHB-HAYD__EN Y �r,00S, 1S1N PREV�'01AGMPSwpRR0PSU11A0S Nit EF1.0 URIC p 11.LS NADSION��N OF �EpH�RH p,Rp1NPa`10ES . 400000 "� '0 MI S p EW oA� �YRN 6 G -N 0 �NER o-W E 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 r TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .mmm MXmw CODE, 6M Z)11gD)E (2M7) -AM LOM AM STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED — Vul1=160 MPH Vssd=124 MPH EXPOSURE — C 1—STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER MAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. ALT. ALTERNATE MC, AMP. AMPERAGE MIN. BD. BOARD M.T. cL CENTERLINETER LE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLi CLEAR O.C. CONC. CONCRETfi PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PLYWD. DIA. DDIIAMETE,A7ED PR. DIM. DIMENSION R. DISP. DISPOSAL RAD. OF. DEEP R.A.G. DR DOOR REF. D.S. DOWNSPOUT RM. DTL. DETAIL IL 0. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL H. SHT. EXEXHAUST sHTHG. EXT. EXTERIOR SHWR F.G./EX. FIXED GLASS SL F.G. FUEL GAS SE IN. FINISH SL.. FLU FLOOR STD. FLUOR FLUORESCENT EWE FR. DR. FRENCH DOOR FTG, FOOTING TEMP. GA. GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. GLASS PTER T.G.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.BH. HOSES® H.C. HOLLOW CORE V.P. HDR. HEADER W. T. OR HT HEIGHT W/ INSUL. INSULATION WD. INT. INTERIOR WDW. W/H W.I. LAVATORY LUMINOUS MMANUFACfUURRERRIET MINIMUM M RESHOLD MOUNTEDUNTED METAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRREESSURETREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHRET SHEATHING SHOWER SIMILAR SLIDING STANDAR LASS STANDARD SHEAR WALL TEMPERED TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFS AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION cown 2-STORY CM CONVERGION ARCHITECTURAL SHEET # DESCRIPTION 00/0 CID GET 16MID PG C1-COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAUS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS 'K' PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG DO -DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS —WALL ASSEMBLY DETAILS oJ/13/1G ADDED ELEv. 'J' K' WITH GIDING PER MARK DOING 024" END GET RE-1881" 04ATAG FOOTING REVISIONS PER M. 9=8 �AW I.J018r6 INCORPORATED INTO MASTER PLAN "ftfs CONSTRICTION DOMIENTS REAMED AS ADOW VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL Oft/M DETAIL• 'ADDING BAR TO BOND REAM' ADDED TO 612A 0246A9 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REASON BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 034" LWTEL SIZE AT FRONT ENTRY DOOR r /� I SQ.FT. CALL. S GUAM DATED LEDGER BOLT SIZE 4 SPACRCs UPDATED o6/wm REVISED I•JOIST LAYOUT IST RR LIVING 1,104 Sa FT. ZND FLR uvING 1 ,60I GG:. FT. TOTALLIVNG 2kob GaFT. GARAGE 43II 8Q FT. PORCH ELEV 8 x' NI 8GL FT. TOTAL ELEVB x' 3,153 90. FT. GRID PATIO GEL GQ FT. Ob/2UH ADDED LED 1. 4% TO KITC4EN 4 DROOI'18 ATHPER WAS DES 0143M ADDED STONE OPTION TO ELEVATI" Ys%'H'.'r' 4 X' 08/13A9 LEDGER BMTSPACING FMYIGED 10tS11% ADDED OPT. V-o' CEILING HEIGHTS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.P-A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.iC-DETAILS PG S4-SECOND FLOOR DECK PLAN S4.2-SECOND FLOOR DOWEL PLAN S5-SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AD RF DESIGN GROUP WELL RESPOND RESPOND TO ALL WRITTEN RF['s IN WRITTEN/DRAWN FORMS IN A TIMELYTIMELYPG MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR DMRPRETA71ONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FA%: 407-774-4078 www.abdeslgngroup.com AA 0: 0003325 A s � e�ggg �110 o SunDm at LOT: ABBOTT PARK LOT #27 BLK #8 PIROJECT* 04181.000-27083 MODEL: 4EHB "2605-HAYDEN" GALRAGE EWMC;: LEFT PAGE: COVER SHEET 160 MPH EXP. C n 11/26/19/4'=1'-0"1 GENERAL NOTES SIfEWORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). Sth EDITION, (2017)AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. 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. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROL L R A SU S 0 CO 0 S01 EROSION S PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 1MTH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2 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 KM 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 I/WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIABNNi i. 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 %' 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 COVERRIGS 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 EXTERM FIN1100 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-lD63-11A & 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 -11A AND R703.7. FIRE REEBTANTCONBTRUCTIWI 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS i. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) li N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngmup.com AA M: 0003325 1L 14 J J aunDm ea LOT: ABBOTT PARK LOT #27. BLK #8 PROJECTLF 04181.000-27083 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C 04 ARCHnECT, STATE OF I�ORDA i F �` COLA A AR NO W723 F-PaINTDATZ: 11/28/19 BCAIA: 1/4"=1'-0" SHEET 1114 GN PATIO B 9 COND fANG­ 3052-SH or q,�p� ROOF N.6 I ------ SS (2) 3052-SH 6068 5--- 12'-4' 21'-4 i I - B)�Oa& ® LIVIIVG s ROOM I i ROOMMO s'•a LxG S'-O' CLfi. I 3'-B' B'-10' 3'-B' S'-B' 3'-B' (2) 2068 v POET I I 1 I II a I Q TUB/ BATH#2 vIC '" s' m cly I r L ® Pm C CIV m I I i j jr� RiI'CIimi w-r a& I 1 1 1 1 4'-0' B6 I B' -0' 3'-4' 5'-15 3'_4• 5'-4' 3'-B' HD. 2868 SC Q 20 MIN. STAIR DATA \\] 16 RISER • 1O5' 0 0 i'_ REP ? i — y. BOLLARD 15 TREADS • 10' C — — — 3-SH AS REQ. V PER BLDG. CODE II FOYER s W-V CLGm UI VIIIC Fm III V_v C & ® GARAGE 8 0' CI G P y m m • 2'-10' ,ram 0' 1'_6• g.8� I 9 g aRCLG X 1'-0' O.H. �� 9 . .. a 0 FIRST FLOOR PLAN SCALE, 1/4' " 1'-0' NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Plb' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I46'(35mm) THICK, OR 20-MMUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL ISE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NCH GYPSUM BOARDS. FBCR 20M (6TH ED.) 302.1 awwwome°AFana°ae oGLQ�OBuels cm9 AOPPE �E 110M'NMOlMO IBW118 MIN. WINDOW 5 31/-50 CRITERIAEXTERIOR r4l &WINGDR MIN. CRITERIA SGD. MIN 5 34/-43 CRITERIA 16010 DAD. 112 5 31O/-34b BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00NNp mE 011815 SQ.FT. CAM'S OT FLR LIVING 1,104 SQ. FT. 2ND RA LIVING 1,501 SQ FT. TOTAL LIVID 2*M SQ. FT. GARAGE 431 60.FT. PORCH ELEV S K' III 6Q. FT. TOTALPATIO FLEWS K' 3,53 SFT. Q. 0 ' 80 8Q. FT. MASONRY/FRAME WALL LEGEND 8''-0® L UNO ON PLANS ERG. HGT. VARIES 8' BLOCK WALL UNO ON PLANS 11'-4' BRG. INTERIOR LOAD ERG. WALL U.N.O. ON PLANS 4' INN LOAD 15M WALL UNO. ON PLANS -ALL INTERIOR 009M TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-B' UNLESS NOTED OTHERWISE NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W( TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3=b.I) M N.RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 SUDDIV. 89 LOT ABBOTT PARK LOT #27 BLK #8 PROJECT 04181.00t 27083 1LODIBL 4EHB "2605- HAYDEN" GARAGE SWNG: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ROLAW A. A90YC1'14CRA L AR NO 93M J DFINT A1'E: 11/26/19 SCALE: 1/4"=1'—O" 819ZET Al C DBL. TOP PLATE 0 M ABAR DETAIL SCALE: iR•.I,_mV!•.I,_m. ARCH DTL. B SCALE, 1/2'•1'-0' 42' H. HALF WALL YV CAP 3/4• TOO SM FLOOR GLUID . &CREWED PER FASTENER SCHEDULE V-4 3/4' 2ND FIN. FLR 8'-0' Blues. HGT FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) NOTE6IIS Mum TO COMOR'1 TO mm 61N EDI110N /ton) MN TREAD.10' MAX. RISER•T 3/4. 3A6' STAIR DATA. MAX vaRlanaa N RW6ER&RREADS I6R lmg• ADJACENT TO EACH OTFEIR 3/S' MAX. IS TREADS 6 VARIATION IN ANY RUERRREAD HANDRAIL M'. I•. NOSING CIRCULAR CR066 SECTION DIA. TO M 1 V4' «1/4' CR PROVIDE MrVALENT GPAWABILITY 0R10E11116- MIN W WIDE • NARROW END MN II' WIDTH • 0' FROM NARROW END 34' MN HANDRAL HST. 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY 60FFIT6 PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. PBCR 302.1. (2) LAYERS OF 3/4' PLYWOOD &LOUR TREADS TO 6TRINSER OR (2) LAYERS OF 3/4' SUBV Wq'3)M 3' &CPWX& a EA FLOOR MATERIAL RIPS FOIR 6TRRN111ER, WTWFINADED 6HAW AH U SOLID NAILING TO EXTEND CEYONO THIGIC ES6 OF U04LOOR GMAT14M \ PLATE I'MAX. Irw \ MN STOR.5-2x\\ s \ v Syp 6 RE SPP \ WACONT. MEAD OF \ L &04LOOR ADHESIVE �R PL-400 OR 61MILARM . \ EA HORIZONTAL RUd \ i 2 X 4 RE-IMORCING • EA 2 X 12 6TRI SER \ SECURE "d 6'-V O:D. \ CSTAIR SECTION SCALE:I/1'.I'_m• MA60NRY NAILS • 2X4 P.T. SLEEPER INTO GLAD WITHIN 6' OF EACH END. 32' OC. MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36• AS PER FBCR R311.1B2 V 2X4 RE-W-ORCING 42' NL 1/2 NOTE, WALL WV HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A _�• DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A $ o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES g SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. CsN THIS RAILING SYSTEM IS DESIED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / P.B.C. 2011 @)HANDRAIL SECTION SCALE, 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003325 _ J M Pa' o 5 O EV23DIV. AR LOT: ABBOTT PARK LOT ##27 BLK ##8 PROJMCT# 04181.000-27083 MODUJU 4EHB "2605-HAYDEN" GARAGE EWMG: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C EC DAl'E.• 11rltnm /28/19 SCALE: 1/4"=1'-0" 8FIEET A1A 3002-814 (2) 3082-814 I mlrtwff..ff. lwmw ff.. mv am.,= a a Vo I I a VIA a zi v I I a,. ff..mz a a, .. ffwta wo-;tm IH4-6w 1--- FLOOR BELOW W-0. 2'-4- 2'-4. 13'-4' SECOND FLOOR PLAN SCALE, V4 - V-0' "I 1441 RONALD REAGAN BLVD LO NOWOOD, FL 32750 PH: 407-774-SO78 FAX- 407-774-4078 www.abdesigngroup.corn AA #: 0003325 1 o o. N. oil I W�I -1 INUDDIV. & X.02' ABBOTT PARK LOT #27 BLK #8 04181.00t27083 MODEU 4EHB "2605—HAYDEN" GARAGE 8WWQ: LEFT PACE: SECOND FLOOR PLAN v*.160 MPH EXP. C-J p F—ATE. pm" 6711/7 D ECALM: 1/4"=l'—O" A2 N. oil I W�I -1 INUDDIV. & X.02' ABBOTT PARK LOT #27 BLK #8 04181.00t27083 MODEU 4EHB "2605—HAYDEN" GARAGE 8WWQ: LEFT PACE: SECOND FLOOR PLAN v*.160 MPH EXP. C-J p F—ATE. pm" 6711/7 D ECALM: 1/4"=l'—O" A2 IIII ol 1111 All"llll 1111„llll 0'-m' FIN. FLR - FRONT ELEVATION ALE: 1/4 . 1'-V' TEXTURED FINISH Il'-4' 2ND FLR _ BRG. WT. V-4 3/4' 2ND FLR , FIN. FLRIBRG. HGT. 8'-0' GLG. HGT. ROOF FYPON 16'X4&' DECORATIVE SHUTTER OR EQUIVALENT I5;j4.1'' ?ND FLR _ HGT. �--BKTIIXII FYPON OR I EQUIVALENT I 4' RAISED r----9AND I 6' RAISED BANDfTYPJ I 9'-4 3/4' _ 2ND FIB BRO. HGT. 4D I ENTRY TYP. I 4' RAISED I RAND f TYP.I 8' RAISED BAND (TYP.) I 0'-O' FIN. FLR 2ND FLR AREAOFATTIC • 150 SO, Fr. NET FREE VENTILATION AREA REQUIRED • 1/ 300 REQUIRED VENTILATION AREA = MS/300 • 5.28 VENTILATION AREA XSQ. INCHES PER FT. (144) • 760A SO, IN. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC 38Q4 SO, IN. OFF RIDGE VENTILATION AREA • 115 SO. IN, PERVERT 380.4 /115 TOTALSOFVENTS REQUIRED = 3.30783 TOTALIOFVENTS PROVIDED z 4 -AREA OFATTIC IS THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG EXTENOROF WAULTO EXTERIOROFWA14 NO OVERHANGS INCLUDED B40MEllD BAbO TRUSSES • 74' OG. 6.6"T SHOP ORA 046 SEALID DY ' e PRL7 "C:TIAL Mall'"R PM REVIlW A-r AND CQ'FERM PLYUK= SIEATMM SEE STM CTURAL AND FLR SIIll NOT. A R ELlV �_—_ _ ROOP8N6 Alm PLAbHR16 0V DRIP � �-TRIes ITRAn ro ANDNOIY EDt1! PER MMR W4RRAMTII b 67IUetIIML RCONR�9lTS YR1AP FASCIA WTN DREAX METAL MA90NPFr NOW ONAM M 61PtICIM ML 0'-0' FIN. FLRA, �L_���� STRUCTUPAL PClli FASTEN[RS _— L—_�0'-0' FIN. FLR � - �----------------- - --- 1 � VINTED SI7ITR PlIl ATTIC C:ALC'S In• TNIQC 1 conT C@1lNlT PLASTER ArPLIED DIRCCTLY TO MASQStY RAISED TRRT PER ILlYA1ICNS T-O PLR UAI4DOW PER PLAN REAR ELEVATION OVERHANG V2 • P-0'RHANG DETAIL &='- SCALE: I/4 • I'-0' TEXTURED FINISH /F l"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-407SWW W .BbdBSIg11BfODP.00R1 AA 111: 0003325 aUBDIV. ae LOT: ABBOTT PARK LOT #27 BLK #8 PROJICCT# 04181.000-27083 MODEL: 4EHB "2605— HAYDEN" GARAGE EWMG: LEFT PAGE: FRONT & REA ELEVATION N KT: 160 MPH EXP. Cl DATM 11/26/is BCALE: 1/4"=1'—O" 8H1cMT A3 K 12 5 OFF R® T I'I'-4' 2ND FLR 2ND FLR. _______ BRG. HGT. _____ BRG. HGT. II S'-4 3/4' 2ND FLR , II II I 12 9'-4 3/4' 2ND FLR FIN. FLR ------�� 8'-0' GLG. HGT. , — 4--------------------------------- �- — — �;---- FIN. FLR _�B'- BRG. HGT. - — - - — TYP, - - — - - — ' — - — - — - — - — - — - — ' — ' — - — - — ' — ' — N' - s AT 2 0 I II II 0'-O'FIN. FLR, II I I _____-____-_______________-______ 0'-O'FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-V TEXTURED FINISH FRAME DOWJ OFF T 12 FOR FYPON �5 ENKTIXII OR EQUIVALENT IT-4' 2ND FLR IT'-4. 2ND FLR BRG. HGT. Q 1'-0' 2_0• IZ 4 9'-4' 3/4' 2ND FLR, FIN. FLR/BRG. HGT. ----' '-------"------------------------ _tt_------- ,�9'-4 3/4' 2ND FLR FIN. FLR/B�104. HCsT. 9'-4' BRG. HGT. 9 ,j8'-O' CLG. HGT. o ENTRY 0'-0' FIN. FLRo, 0'-O' FIN. FLR RIGHT ELEVATION SCALE, V4 • I'-V TENURED FINISH 1441 N. RONALD REAGAN BLVM LONGWOOD,FL32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 11 as Y 1-9 - - I I I StmDm As LOT ABBOTT PARK LOT #27 BLK #8 PROJECT* 04181.000-27083 MODZU 4EHB "2605- HAYDEN" CAPt"s 8VrMG: LEFT PA Os: RIGHT & LEFT ELEVATION "K't 160 MPH EXP. C ATM-' D11/26/19 awls: scALa: 1/4"=1'-0" skiZ= A4K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GeV OUTLET 20 AMR SINGLE ME IIOV OUTLET IIOV OUTLET QTUTL r "Rep UTD Q MItCH GPI ROV OUTLET BGLWW WA~ PILL NTEEIPTER (TAMPER RESNTANT TTPB) 220V OUTLET (4)UM CONECTNM GI9 OUTLOET u T SWTO4 "TOM S-SAY OPER �•4 OUTC 4 44AY OFWt 1_r1 RMLL l'I WED LOW CEILNS LIGHT © LED CLG LOW LID VAPOR ©Vp PROOF LIGHT O V'P VAPOR p1mom LIGHT Ooncolo D CAN eVIM. PAN 1 OTT PBR a0. Pr. "WENT IWLgM 1 OM PBR a6 FT. V L rlXTlae (aPu'a TIED By 2-SU.B R.RAP ® rREEE�eew �� 241U1.15 UtaAP • (e1MRI} =1 ARO#O r RUDIlSCENr 4' FLUOIESCNW p A cC W TRAG%LOW O PANEL TOTER • S.D. slamoetEcrae MAU--SACKaIIC 111y LJ u" MGI#Gm wlaa DelacroR OATr. ab[_tw W-by ®8K0 S'IOIE aIECTOR Spwm cow p SHALL = A DISTANCE M NOT LBN 7NEN 4' FROM WALL PENDANT LIGHT L� NATURAL OAS ► TELIN-W 4E JACK W4 D 7Q.�m, AffiA�BWffi AIR COORIQ4N0 DISCONNECT j'Q TREVINO/ JACK NO SON t0 Be S PPORTb N O J-1m ACCORDANCE aV BOX MAIRCED AS OYCM FOR CE M 11OX REMAINED CEiNS FANLIGHT TO BE eLrFIORIW N ACCORDANCE aF BOX MAwaD AS SUCH FOR QQA 24' NGSIDE6CBR LIGHT STRIP AQQMQ !r' trAIDLBCMW LIGHT STRIP nnnnonnnn 4W INCANDESCENT LIONt NRP FLOOD LIGHT KP SNIP. sac 0".D • PUS. RMH-BUTTON FOR awrims IOe PORT • LOCATION OF TV JACKS a PL10NE OUTLETS 4 PAW TO EE VOWED • NO'EODlR FRB-CMOTPWTION 1"1116Ta4S. • ALL B A 20 AMP BRANCH CIRCUITS TO BE APING FAULT PER PIR01T3C7lD ELECTRICAL. PROVEN" OF � rtu ®maN nan) a NEe 270n 2014 EDrc1ON • 20 AMP DEDICATED LAUNDRY CNSORT. • GR a OLAND MOT ON KITGIGIN CIRCUIT) • DISEMSlR DISCO!!CT TO BE LOCKOUT N PANEL • BATHROOM 064"T PAN TO NAVE MN CAPACITY OF SO Co" MER'mTEW PER MicirpocAL PROVISIONS OF SECTION MNIOU y • LAUNDRY ROOM RECEPTACLE SW/LL 0E GROUND rALLr e9acuIT-NtllREIPTER PROTECTIONle lro PERSONNEL ON REDM • W4VN4M MIETWOO SHALL ea NON METALLIC CABLE PER ELlOT1ECAL PROVISONE OF Pam rTH ED (20111 • ALL WRAC TO COMPLY ETH ELECTRICAL PROVISIONS OF THE FBGR rtH ED [2an1 • 7S1 OF LIGHTING MMT BB aNMOY �IfJ6af TYPE PER smomay OIrICI94CY) Zan_ rue eomoN IBded.I F'RE-WIRED CLG FAN BDRM. AL s / Ir/0", UMG ROOM PRE -WIRED CLG FAN C�. ,7 I I L r I I \ \ I I TO 2ND FASWITCH IN4I \` SWITCH CABINET I I \ OUTLET 4 I I ;FOR DW I I I \ I I �-� GARAGE � OFF. 1 BOLLARD AS REl3. I PER SLOG. CODE / KEYLESS FIXTURE METER FIELD VERIFY GFI OG 816 GARAGE ' DOOR PREWIRE GFI GARAGE IRRIGATION OUTLET • 48' AFF. --------------------- COACH _---------__—_ LIGHT PATIO ----------I I PAN. W4 1\ I( III III Pm v�\ III III \\ FIGS III PRE -WILD CLG PAN !III FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a I'-m' I I I L I \ - LED LIGHTING @ SINGLE LAV. BATHQ OR WP Panel MAIN -A PANEL: 8M 6 wp at breaker VOLTAGE 1201240 V-1 Ph MAN: 150 Amp WC.B FEEDER 3-#1 CuTHVUN i 1-#8 Cu (G) in 1 112" C. OR 3. #210 AL THVuN i 1-#8 Cu (G) in 1 10 C. W1n Pala Rkr Down on WNb a!! Walk D..d o Bhr Pale wIn 012 7 M Fed Rw agile GFI tr TUG 12N i _t'" 2 e #1x 2 m t,yaanPamv 10N 3 s 5 am A/C C.U. 40 2 >b swa. 7 e PANEL -A PANEL 42crt breaker VOLTAGE: 120 J240 V.1 Ph MAN: 150 Amp M.L.O. FEEDER 3-#1 CUTFNMN i 1-#5 Cu (G) in 1 117 C. OR 3. #2A AL THOM 81-#0 Cu (G) in 1 1rY' C. waa Pak I aft M Walk Ckcdt Chudt Waft D wd Yon Ia Pak Wln 012 1 M Small ApFflanoo 1500 1 2 saaD Rana• 50 2 N 012 1 20 Ml,—. / Hood GFI 1000 3 4 012 1 N Smal API c. 1N0 5 5 48M WAwH— 25 2 PO # 12 1 20 Ran 1500 7 a # 12 1 20 China Rw "o• MCI 1500 a 10 12N Ge A GFI 20 1 #12 012 1 20 Bom(#I ka 1200 11 12 1500 G. W.Fl 20 1 *12 H4 1 15 F INJ AFCI NO t3 14 50W Eylerwi 50 2 H0 #14 1 15 LN Rm. Lana6 RtchP, De. Ua AFCI NO 15 15 S e 17 1B 15N Wwhw GFI 20 1 412 #14 1 15 SD&COOAFCI 600 16 20 1000 Gamp Dow GFI 20 1 *12 S ea 21 1 22 12DO Gaimp, 4 &tarb W a Roceptad. AFCI 20 1 1 012 014 1 15 eadrwm 62/ 02 AFCI NO 23 24 NO OenaM1 Sue•AFCI 1 1 4 414 1 15 Bedroom #3 AFCI NO 25 M 00 Oae[n Bammwn AFCI J5 1 *14 04 1 15 B0 LotAFCI N n 20 12M 20 #12 1 1I 1DN 29 50 1N wea N 31 32 6 S 33 34 sp.. 8 a 35 35 s e 37 as #B 2 35 AiCA.H.U. •-5 RVA at 0%6 5525 30 41 40 Soto 42 Spee Load.to damwd la-,c i.10.e l Sn 175N 27900 Load• to demand fetweakJaan• 7 N. an actor 8 U ne ABBREVIATIONS MCI: ARC FAULT CIRCUIT KMRRUPTER NC: NONCONCIDENT LOAD W: GROUND FAULT NTERRUPTER a.I laaa •ut4we k aena,a twkr 4550D Fhet10DNaet1oat100%L 10DW R•mahN was at4 142M T _ NC ked mes LOAD CALCULATION IB BASED ON NC NON -COINCIDENT LOAD Total CMKMd LW Walk S6N5 Tatel Am wetb 1240 wok 149e General LIDhfM iRece Tacl0 LCad TON ANC 3 -Few 2605 E ;-_1 Lk i Rw3W/9.Ft. 7815 HH1.1• ,1at65W/Li Mat100% I195 Gen•mI 8010 Ckl%# tld Toial\wtk General Us a Fee N" A 1 ii'i 728 8010 PROVIDE Sa/o CU. TWN • I%• CU N 2• CONDUIT OR S Aa/0 AL. TWUN . ft CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVER4414W 150 AMP ELECTRICAL RISER NOT TO SCALE. DISOVINNECT SW � OO440 VOLT GB•EIRAL NOTES, M ELECTRIC PETER N I WA O A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL N WAA SR ENCLOSURE COMPLY WTFI ELECTRICAL PROVISIONS OF THE PEM &tW PANEL EQ�III <2 LJQL 11r1(i M). LOCAL CODES. AND ALL LOCAL POILER COMPANY PW=lRBMBW& @DARN B. ALL CONDUCTORS SMALL BE TYPE TWHN/TFIUN UNLESS NOTED OTNMWGL fELlI.440NE SERVICE G1BLEwTLLEy"N N ORWV=ENTRANCE EGu aR10TITL NrIBRSYSTBM BONDINS TERINAL AT LOW VOLTAGE CONNECTIONS PROVIDE END AMP, DOg40 VOLT, I PHASE SECOCIAR -- 1 A4 CU SERVICE GROUND CONNECTED TO ELECTRICAL. SERVIC! PROVIDE S •1 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1. 0" DIA SCHEDULE ISO PVC CONDUIT OR PROVIDE ! ELECTRICAL PROVISIONS OF " f FOR &LH 2/0 AL.UMIHaM (ALE IN 2" DIA 601011DULE SO PVC IEDrciON [20n). CONDUIT UNLESS SERVICE E PROVIDED BY THE ELECTRIC COMPANY. COORDINATE Q TH THE ELECTRIC S/S" DW X S PT LCM COPPER CLAD G SCUVD ROD COMPANY PRIOR TO BID. 1441 N. RONALD RE AGANBLVO mLONGWOODF PH: -7i4-15078 FAX 40447 www.abdeaWgr oup.com #OOM25 0 5 IA BU13DM At:LOT: BBOTT PARK LOT #27 BLK #8ROJECT/T 04181.000-27083 MODMI e 4EHB "2605— HAYDEN" GARAGE BWDFG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATIL. 11/26/19 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES �—y OSV CUTLET 10 AMP ONUS FOLE IIOV OUTLET OUTLET w OF OunrT E000 TO aWrcW 4)OFI IIW OUTLET tommmld wO PAUL WITSPILMER MMM I ANT T my a@ 220V OUTLET (4) WRE 00"CTION 9 n�RQ FAULT -Lf- OUT.ET NTERRIPTER sUJnCN aWTCW 3-WAY OPER �4 BUTC14 4-10AY OPER, �J eLMI.LrtF101M� CEILM LWNT © LED Cw LOW ©v p LED VAPOR PROQ LWNT O yp VAPOR MEOOP LOW OQ IscEeeED CAN eVENT. PAN I OM'eK sO. FT. VENT. PAN EW.WM I oM PR.a. R. wxnm MULOM 7-llae uwAP ® ANOIlO tREGE ) teuRIEACE rNv APIMM �—� �' PL1101RaCWT 4' FLIIOIlSCENT Q LIOW 0 PANEL sib METER O8D. eroKe oencrae lE L=1 WALL MOIN= xaa oeTEcrae IATL wAlx.uA EcIY�WR ® 8/CO OAn Pt "mom 11 � � M� N'RR-OOMECfED NtALL A 018TAN S M OF NOT Lm 114W 4' MWM WALL PENOANr LWNT aA/ NATURALOLMAT ► TLLNNKTE JACK WATER NEATER orr.OTrEOT AR CONOITION Olsoa.ErT I� TELEVOWN JACK Cs 33X O J-SON TO ME !E•PORIED N ACCORD ANO sE BOX MAR ED Ab lIGW FOR CELaM SON POCUNM CELNO FANLIWT To SE sYPPORTED N A00010ANCR sV SOX As SUCH FOR AD= 14• N-*lOX6 aNT LIOM ETRP %.INCANDESCENT LOW OTW 4S' SIT LeKW stGT RIP ROOD Maw OPT. EEcumrY IaYPAD • Pr. PUN1-W11TON FORar•sr on PORT • LOCATION OF TV JA00 4 PNONE OUTLET! 4 PAN* TO SE VIRFIED . W0115004M PI!-O"TRCTION MENTM • ALL l 4 20 AMP OK44CW OIROLITS TO M ARC PALLT PRD'TECiED FWR ELECTRICAL PRONs10Ns OF PEbOR rTW aTXTION rxn) . Na �IR.N zola EDITIOt • Ns AMI. OEDICATEO LAINDRY CIR= • OPI . INLAND tNOT ON KRCEN C:ESCUIT) • DRWNA"Pt DrCONECT TO R LOOKOUT N PANEL • MATWROOM EwWRT PAN TO NAVE MN. CAPACITY OF 60 O M NTER IMENT PER ELECTRCAL PROVINONs OF SECTION Mr013 PSCJE •TW EDITION ( L • LAUNDRY ROOM RECEPTACLE MALL SE OIS01lD FAULT CIICUIT-NTERRUPTER PROTECTION PM PERBON EL ON PRELIM • WRM METWOO NULL eE NON METALLIC CABLE PER ELECTRICAL PROVRDNs Q PltJte ATi ED nrnt • ALL WOW TO C49PMY WITH ELEGTRCAL PIEOVMIQM OFTWE PSP�E rTu ED fONT1 • I. OF Loam MAT lE W2RdY EFFk.IONT TYPE PER monx i L------------------------- SECOND FLOOR ELECTRICAL PLAN WALE. 1/4' • F-V --- \\ j = I I L L i i I ` I-4' 2-B' I-4' I \--------- —�/ LED LIGHTING C� DOUBLE LAV. BATH 3 I I I � I I I I I I ® I I M I I I I L I I � I I LED LIGHTING C DOUBLE LAV. OUPOWS BATH 1441 N. RONALD RFAOAN BLVD LONGWOOD, FL 32750 FM: 407-7744078 FAX: 407-7744078 wwwsbdesigngroup.wm L AA s: 0003328 q Y 5 avma:v � LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT 0418 .00t 27083 MOIDZU 4EHB "2605—HAYDEN" OARAaE OWMG: LEFT PAOE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DA 3L- 11/26/19 aCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-V L------------------------J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 . I'-®' MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA A 0003326 Y b a P EunDIV. ac IAT: ABBOTT PARK LOT #27 BLK #8 PROdSCT 04181.00t —27083 MOIDZIs 4EHB "2605— HAYDEN" GARAGE 8Wn9G: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C DA IM 11/26/19 ECALE: 1/4"=1'-0" aREET P1 HVAC NOTES L rALL &W.L BE PROVIDED NTH PROPER CLEARANCE, FOR SEeVICIN*. PER 2. ALL DUCT SYSM* INSTALLED IN NOWCONDIT IINED AREAS JW&L OE CONSTRUCTED OF A VAL E OF NO LESS THE4 R"S RATINft ALL SEAMS SMALL ED SEALED WTTM QLAIS FAE 4 MASTIC. AND INSTALLED AS PER ROC STM EDITION (20M) M C AANICAL OLD*. CODE SECTION "& !v ALL FLEX DUCTS SMALL ISE APPROVED UL MN CLASS 1 AIR DUCT AS PER NFPA IVA 2-3) 4, FRESH AIR INTAMS, NJ&L= OE LOCATED CLOSER TMAM M FT. FROM ANY 0401 EY OR VISIT OUTLET. OR SANITARYSWAM VENT OUTLET S. ALL D(MAUST AND OUTSIDE AN BNLET DUCTS, AW&L OE CONSTIQ=TED OF SMOOTH GALV. FETAL. OR OTHER MATON" AS PER FOG STH EDITION (201T) N'ECHAWCAL CODE $ECTION ies S. ENCLOSED SI#TORT FLATFOIr"I6 SFAALL OE CONSTIELCTID IN ACCOIIDANCE TO FISG OT14 EDITION (201T) MECHANICAL CODE SES) 1. ISATMROA"D CONTAINING 6ATWTUI S. SMOUE9M WAS AND GNILAR OAYMM FDCTUlW SMALL WE 4 HSOMANICALLY VENTED N AC40MANCK INIM REMECHANICAL C STM EDITION (26n) CODE SECTION w ALL 06WMW BATH ROOMS, SMALL 14AVII UNDER -CUT DOOM FOR MAKE-UP AIR TO EE OXTUPHO, TO !*UAL. AIR EXI•UILSTED. !. ALL FM! RATED CELIMISS AND WALLS W" NAVE AN APPROVED FMIE OR MINI l%= DA'"M LOCATED AT CEILING OR WALL PENETRATION AND BE SLOVED WITH AGOESS DOORS TO RESET DAMPER. ALL DArrI M SMALL OE INSTALLED TO Mft RECOM'@DATIONE AND ROC STM EDITION 120TU I"NOMANICAL CODE MOTION "I. M GRILLES AND Dl1VSEIM SMALL OE PROVIDED WTN ISALANGINS PATVft L DRYER OOOSTEIB TO ED A FANTECN DEIF OOOSTER FAN OR EQAIAL. PANTS04 PER IO DRYER ISOOSTE! CAPACITY 60 LSEAR FEET WITH MAX. Sac ELBOW ATTIC LEGEND ® SUPPLY AI! DPRMR m IIETiIIEI AN 411111ILL ® SIDE -WALL OR I WAY DMSEQ SOLID LSE. SUPPLY TRW BOOM LUEG RETURN TRUNK 1 OALANCM DAMPER OR DIED F, CUI LI IS 064AUST FAN CELINS EXMA)ST PAN 4 LIGMT OVA OUTSIDE AN m THM MCSTAT m PASS-TMM AIR aRLLL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL PLC y AIR RETURN SUCTION AND LIQUID SECURE STRAP TO CONC. AIR SUPPLY y REFRIGERANT LINES W/ (2)-3/16'X2' TAPCONS UNIT SIMPWN WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WAIL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAG 4' CONCRETE SLAB #SXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES 70 CONDENSER UNIT I°LATFOw RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE CONNECTION TO PAD IN AN APROVED DRAM,PER FBCR 6TH EDITION (2011) NOTE, MAIN COND. DRAIN 3/4' DIA MECHANICAL BLDG CODE 3mTZ.4 OVER HEAD • 12' FROM STRUCTURESGTION HVAC DRAIN SCORIATED NICKEL ///-'' FIR FLOOR BRONZE FL. PL. / OR WALL GOUNTERSLMK C.O. 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/BPEC FLOOR SLAB CLEAN -OUT (TY FIN. GRADE OR PAVING SEE SPEC. I'-vx8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYNmP.) a --_- I I I I D�NING LIVING 8' S/A I OOM ROOM FROM BEDROOM #2 ABOVE 12X8 1 ----- ----------+-------' 11 1 14X6 12XI2 II N_I? ASS BAT 2 P H THRU I I� C vl------------------------1 Ile 50 �� r --- I Ir. C I I I I KITCHEN FO I I O I o Jf=______� PAN. 12X8 8' S/A FROM ABOVE III FOYER '111 FLEX III JIL GARAGE Lzn FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 a I'-0' PORCH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com --AAS:0003326 J Is A w Q 4/N Q aunDiv. a Lwo . ABBOTT PARK LOT #27 BLK #8 PItOJE1CT# 0418 .000-27083 MODRU 4EHB "2605- HAYDEN" GARAGE alrMG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C D/►�TIM 11/26/19 SCALE: 1/4"=1'—O" w*ECmT 6. M1 ppi�ggFLR,,__ 2X4 TOP PLATE Pal PRE-FAB TRUSS V2' CLG. DOARD r V2' DRYWALL —� 2 • � SECURE BIT. — PLATE TO SLAB (IV I" MASONRY NAIL • 32' OTC. MAX Pat PLR 2X4 WOOD STUDS *24' O.C. SLAB NOTE: OTUDO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.1'.0' FIDEIasLASB SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.SD. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM SC OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. D' CMU IR' GYP. ILL. BD. - WOOD SASE — 0'-0' FIN. FLR.i tl. e a' ° 4 n W/ WINDOW OPENING n s' PIA SLEEVE, DO NOT CUT I•! DOW7 REAM NOT CUT SOLID GROUT TISE DOND w (U-'S DEAM (2) OPATM NEBARS tlA�PIPE THROUGH BOND BEAM SCALE. 3/4'.I'-O' FIBERGLASS 814INGLES OVER O0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.1.1 ON I}' 0.8.6. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a rnLYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 l—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 BCALE, a/4'.r-® IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 AV @ w sM IGn eM LM . p. 2B GAS LINE THRU BLOCK D vr— FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.LI ON J' ObA, SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS N' 7HIM 2 COAT - ponn.RD CMNT DII.CTLY TO MMIO/KT Aff" CT AITI�OVAL IYO. w Flao011CT APMOVAL Ii1 a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-V' 2x BLOCKING 15ETUEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPR444 PER STRUCTURAL DETAILS PRE-ENG WD. TRU88 — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2• HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT—.A — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ,j 8' OM U ti n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. SD. WOOD BASE FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON I}' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY t� i 0'-0' FIN. FLR --I' j'A. TYP. WALL SECTION NO OPENING 6 l—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I•-V' 1441 N. RONALD RFAGAN BLVD. LONOWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 wwwmbdosigngroup.com AA #: 0003325 O Y �gl oil 0 I BunDiv. Ag LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT 04181.00 —27083 MODEL: 4EHB "2605—HAYDEN" GARAGE 81111INO: LEFT PAGE: DETAILS 160 MPH EXP, C DA '&' 11/28/19 SCALE: 1/4"=1'—O" 8HEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER ►30 FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION Rwb.I.1 PER SECTION R9MJJ ON J' OU38. SHEATHING ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. ER PRE-EING RD. TRU66- 24' O.C. MAXMAX LEVAT ON 24' O.C. MA METAL DRIP EDGE METAL DRIP EDGES BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER—/ i VENTED m O.N. 5/S' GYPSUM BOARD ELEVATIONS SOFFIT TYP. CLL CG?BO�STRENGTH VENTED—/ REFERENCE I ( Ix2 FIRE -STOP SOFFIT STRUCTURAL -4.1INSUL. REFERENCE� STRUCTURAL ( I W J W. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 3/4' T 4 G SUBPLOOR 1/1' THICK 2 COAT if— I GLUED AND NAILED PER NAILING 1/2' THICK, 2 COATS PORT D W SC SCHEDULE PORTLAND CEMENT PLASTER APPLIE PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP LEV LION IX2 FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOAR — — ilPIER — —LEV�— IX2 FIRE -STOP r'Q FIRE -STOP R-4.1INSUL. 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.G. S' cm VV GYP. ILL. BD. WOOD BASE 1/2' TINICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.N. w T BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOAR OR 1/2, HIGH STRENGTH CLG. BOARD N2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R L VATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOAR R-4.1 INSUL. Ix2 P.T. PURRING STRIPS • 24' O.C. 8' cm 1/2' GYP. ILL. BD. WOOD BASE n 4. n a. a.- B 4 L L n W/ WINDOW OPENINGWITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.1'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 q 9 BtMDIV. As LiOT: ABBOTT PARK LOT #27 BLK #8 PItOJ14CT* 04181.000-27083 MODELc 4EHB "2605-HAYDEN" GARAGZ OWWO: LEFT PAGE: DETAILS %160 MPH EXP. C III D 11/28/19 aCAL&: 1/4"=1'-0" a1iZ0ER' D2 rT Mel TO IN PLAIT 2h4 ON PLAT TO BLK tlV CUT NAILS. 81DEA 2X6 GARAGE cone Buck Wv rs) m )i7f11' A-50LT6 4' EMBEDMENT MM, 11V MQ'A U46MM AND NO SPACED EVO LT PROM PLOOR TO GARAGE DOOR MDR M JOMT6 PRIOR TO PILLMG. 1.2X6 Pf BLOM • CEMER CP ® DOOR MADER W I) rA ' J-DOLTS 4' EI'IEEDMENT W/ 2')O*W WASNIER AND NIT. ®Ix 8 LBEM O I®r MANAACIUREWS 110TALLATION M6TRICTI" WIERE GARAGE DOOR BUCK ATTACHMENT �CJLL N'.I'I' 8' CMIJ li' DRYWALL 1'X4' OR 1'X'2' P.T. NAILER a Ix4 P.T. OR 94'X4' MIN. SECURE THRU FRAME 4 EXTEND I Y♦' INTO BLOCK ❑ W/ %' TAPCONB (MIN. SHANK SIZE .145 MM HEAD SIZE 300 MIN. EMBEDMENT I Y' WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3/4 OR +5/4 A 11OMW TO B CK +3 4 OR +5 4 E. N.T . 2X4, m SECURE TO BLOCK W/ 2)(s' TAPCO S OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' ) WITHIN 8' OF EACH END t 18. O.C. MAX SPACING. 2X6,= SECURE TO BLOCK WW2-%' TAPCONS(MIN. SHANK SIZE .45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t 8• CM 18' OJC, MAX SPACING. 14' DRYWALL 2X8,® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%, CASING TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') T ACH TO 2X PER WITHIN 8' OP EACH END t MANUFACTURES DETAILS. IS' O.G. MAX SPACING. 2X4= y� SECURE TO BLOCK W/ DIY' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IB' O,C. MAX SPACING. MUST DE ON OUTSIDE 4 2X6mo SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL'lb' t Y4' (TMM. SHANK SIZE J45 EhtDEDMENT INTO BLOCK EMBEDMENT NT MIN. HEAD SIZE 300 CMU MN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OP EACH END t IB' OL. MAX SPACING.:® 'X4' OR I'X2' P.T. NAILER 2XE Q SECURE TO BLOCK W/2-%-* TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN V OP EACH END t MANUFACTURER DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 49 DOOR JAMB 70 BLOCK +1-I%lp" C A +1-1 8 ALE, N.T . 2X4,m SECURE TO BLOCK W/ Il(s' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%, NON-STRUCTURAL TA100" TAPCON MIN. IY4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I),") B. cm WITHIN 8' OF EACH END t YI' DRYWALL i8' O.C. MAX SPACING. 2XB=w 1'X4' OR I'X2- P.T. NAILER SEA�eO BLOCK W/2-Il(s' CASING (DOOR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I49 —ATTACH TO 2X PER WITHIN 8. OP EACH END t MANUFACTURES DETAILS. NG 18' OjC. MAX SPACI NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') NOTE: 814IM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLACK +2 E, N. R TO BLACK +1-1 iD WINDOW TO BLACK +2 1Ys" " SCALE, N.T.S. u SCALE, KT.S. 2X4= SEA�STO BLOCK W/ Il(s' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN 8' CP EACH END t M OT BE ON OUTSIDE t 2X bm O:C. MAX SPACING SECURED THROUGH NON-8TRUCTURAL V-' SE O BLOCK W/2-i(r'TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. 1EAD SIZE 300 . CMU MIN. EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER IV O.C. MAX SPACING. ❑ 2XBm BED ( BLOCK W/1-%* (AMIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y4*) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAIL& has.w mhsmso m PUM�maw p=wAv DOOR JAMB TO BLOCK +3" t-wN 11IND01I TO BLOCK +3" k,f'SCALI, KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4'9 WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6� SECURED THROUGH SECUE TO BLOCK W/2-V NON-STRUCTURAL Ills' TAPCONBIMK SHANK SIZE TAPCON MIN. I Y4' J45 EMBEDMENT INTO 15LOOK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8, CMU 8' OF EACH END t J4• DRYWALL 18' Or- MAX SPACING 2X54= ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO 15LOCK W/2-%- 2X SECURE TO TAPCONS(MR 814AW SIZE STRUCTURAL MEMBER 145 W/(2112d WITHIN 8' OF EACH MIN. 00 HEAD SIZE 3 END t 6' TO S.O.C. MAX MIN. EMBEDMENT 1 Y4'9 OOR CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' OjC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4' ) DOOR JAMB TO BLOCK +3" FBLOCK ALE, N.T.S. 2X4® SECURE TO BLOCK WH4' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t IV Or- MAX SPACING. SECURED THROUGH 2X6, NON-STRUCTURAL V SECURE TO BLOCK WW1-1/4' TAPCON MIN. I-Y4' TAPCONB(MIK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 1 Y4') DRYWALL WITHIN 8' OF EACH END t 18' Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X.S� ❑ SECURE TO BLOCK W/1-1/4' 7(s' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. FEAD SIZE 300 MIN. EMBEDMENT I Y4') DOORJAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' OC. MAX SPACING. MANUFACTURES DETAILS, Na4 Wr Y Imp® TO FlJl�.W'711e0 Na CCaDX'1 DOOR JAMB TO BLACK +3-7/16" G WINDOW TO BLOCK +3-7 16' ALE, N.T.S. 2X4= SECURE TO BLOCK W&V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t NOT NOT E, STRUCTURAL 2X 18' O.C. MAX SPACING. AT BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL VTAF�TAPCON MIN. I-Y4' (MIN. SWANK SIZE 145 (MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 8' CMU WITHIN 8' OF EACH END t )J' DRYWALL 18' O.G. MAX SPACNG. PX4' OR 1'4' P.T. NAILER 2X8om SECURE TO BLOCK UM-1/4' P.T. X 4MIN. TAFr," CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MII,L EMBEDMENT I Y4'9 DOOR JAMIS OR WINDOW WITHIN 8. OF EACH END t TTACH TO 2X PER 18. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4'9 DOOR JAMB TO BLACK +3 3/4" RTO +33 4' H SCALE, N.T.S. 11441 N. RONALD REAGAN III. LONGWOOD, FL32750 PH:407-774.6078 FA)L• 407-7744078 www.ebdosigngrouP•com AA N: 0003325 [! qq Y g g J 8Q i ow IN 9UHD T: ABBOTT PARK LOT #27 BLK #8 PROJECT# 04181.000-27083 MODELa 4EHB "2605-HAYDEN" OARAOE BW D40: LEFT PAOE: DETAILS 160 MPH EXP. C D TW 11/26/19 ecwta: 1/4"=1'—O" BHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 F8CR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA 8: 0003325 M h if f � � p 5 Q a ci fl BUBDM d< LOT: ABBOTT PARK LOT #27 BLK #8 PRO.TMCT* 04181.000-27083 MODEL 4EHB "2605- HAYDEN" GARAGE BWMC;: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C u •< x D -: 11/26/19 BCALE: 1/4"=1'-0" 8FIEET D4 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774E078 FAX: 407-774-4078 www.abdosigngroup.com Iiiii AA N: 0003326 g J title '4A W C ;Pt. ° ® KICKOUT ® DETAIL Fm" •w z� L WOOD SHEATHING ORCMU R.A :. CPU" . pr. n :. eiaAea . PT. a ' ` WRB LAYER al, • •ew,w•n.e s STUCCO WRAP (FRAME ONLY) CNIAN . rr. e A raw R.0 MER rR. ` V • RL rr.4 Tarr ® RAN= ® d' THICK, 3 COAT CEMENT PLASTER (FRAME), 2 COAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • ®� ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB eorram ROOF/WALL SCREED R= ,AT —MT Nmom- RXDIT LAYER +"l, STUCCO WRAP) Twor DCOAT CEMDT ? _S'XS' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORTIFIBER — - — • — • — — — m AaTER ORNEA "' 7 COAT F GAL V. METAL FLASHING G~FLI (cmu (NAIL TO ROOF DECK, NOT BUILDING PAPER WU=MLAYER AP FORt" 0A iD � WALL SHEATHING) eUILODIb PAPER xwNe wLn WIm LAYER% CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X en�uo uwA�nwerE w n INSTALL WITH ROOF CEMENT 8ZwDiV ae IAT: ABBOTT PARK LOT #27 BLK #8 PROJECT* 04181.000-27083 1[ODELs 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L,Ir LAT11r Q auLOW ~ o`m w,Lro R.rmL STOP �OOLTO I « STUCCO a'AROVEi 6 Pit" on cm �� Aom; �I I ROOF CEMENT �� PER ELEVATIONS WOOD SHEATHING WIALLgAR,� 2 SELF-ADHESIVE FLASHING — — — — — — NOTE: \ AR NO WM METAL LATH: LATH TO BE PER SECTION a R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PRINT raaLE woawu Eo „ors, DATE: 11/28/19 COW10M,OVOPLAP, """"a" PER SO. YARD (UTILITY OR NOMINAL SICALE:1/4'=1'-0' ""`"'LATH DOES NOT MEET SPECIFICATIONS) eIaEET PAOMW r @)" L" FLASHINGIA11@I 4 OG. MI.IGN.T.S. WA1 • LEGEND DRAINAGE PLANE (WRB LAYER "I, 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 R703.7.1 / ASTM C-84-1-0% 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* TOP t SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WAL.L b' SELF ADHESIVE FLASHING INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLd �A'VENT PENETRATION SCALE. N T.B. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEMAID FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z BEAT OVER " MN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aEWeslgngroup.00m AA M: 0003325 . I Is $ u � t 5 Q w litI �$ 8 4A 0 BUDDIV. ee LOT ABBOTT PARK LOT #27 BLK #8 PROJECT* 04181.000-27083 i[oaEL: 4EHB "2605- HAYDEN" GARAOE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C m LEGEND DRAINAGE PLANE (WRB LAYER "l, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - *21/2' * CORNER BEAD (FASTENER 4 SPACING * "1' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R1CORNER BEAD � BLOCK i44i N.RONALD REARAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 �Q�QQHiiIII � 6 � O Y � 14 S i kO x I SVHDM as LOT. ABBOTT PARK LOT #27 BLK #8 PROJECT# 04181.000-27083 MODEL: 4EHB "2605-HAYDEN" GARAGE BVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 11/26/19 SCALE: 1/4"=1'-0" 8*1z P WA3 J VV= CCNSTFWCTICN RBYQO SIDOD SHEATHSIG SLATHER RESISTNE DAPNEER AP 610M rLAAWNS S' MLF-A 44RM STARTER STRIP / \\ \\ URAT14EEM I1Sl.SISTIVE DARPM I I \ \ y W SELF -ADHERING ` . FLASHING \ GALVD METAL dALV'D METAL .Z. FLASHMG RL-AS14M an YpIOOD STRf'1pYQ�'4ER � / TRM MEMO R I v� OR nrPP UNC LKM EALANT SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION a NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5, 1-56. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO U1RAP) WRB LAYER 02 (FORTIFIBER — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003328 W d 9f Y Y of 5 ~ IA ounDiv. ABBOTT PARK LOT #27 BLK #8 PltojwT/ 04181.000-27083 MODZU 4EHB "2605- HAYDEN" GARAGR 8W MG: LEFT PAGffi: WALL ASSEMBLY DETAILS %160 MPH EXP. C DA-M 11/26/19 9CA=: 1/4"=1'-0" SHEWT WA4 _ I f I 1 I I i 1 1 1 \ —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL a STICK —DRIP EDGE tll II —1/8' TEXTURED i 1 FINISH a WOOD 111 1/2' TEXTURED 1 FINISH a CMU ! 11 ! 1 I i; METAL FASCIA 1 �I WRAP Ye' FROM 11 I. ,� STUCCO, I' FROM 1 - --- ------ ' ja I � WOOD WALL 1 IX 1 —EXTERIOR WALL 1 (FRAME OR CMU) 111 NOTE: NOTCH FOR 2X(o 11 SUB BAND ONLY \ ®ELEVATION ©FLAN A 1/9, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH a CMJ METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR CM) WRD LAYER M, STUCCO WRAP(FRAME ONLY) — WRB LAYER Q, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2Xi SUD BAND i ItROOFING CEMENT l DRIP EDGE ©FLAN 5 METAL KICK OUT ROOF KICK OUT REMOVED 11 FOR CLARITY 1 ROOF DECK (BEYOND) `1 DRIP EDGE, I' OFF WALL \NOT INTO STUCCO) ''I/S' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-V O.C. MAX. 2x SUB -BAND W/Il 'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY I 441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 11: 0003325 1 = o SVHDM Ae LOT: ABBOTT PARK LOT ##27 BILK ##8 PROJECT# 04181.000-27083 HODELa 4EHB "2605- HAYDEN" GARAGE 871ING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C E 7 c pmNT -1 DATW 11/26/19 9CALE: 1/4"=l'-0" >SBEET WA6 TE1 8"0" 3'-6" 2V-2" m 4 TOP OF SLAB 17 w ao 4" CON[. W SLAB $0. a r II —4 — — —•�'� — — —'— — FM-16x18 — — — — — — — — —� r-8" 15'-4' I I ,1'-8' 10'-0" 4" PVC CHASE he i $0-'P �4 9 I 1 TOP OFI SLAB ¢, T LL W J U U I II Q 20'-5" w� Ij 9 LL 11 cw-,2xi2 rl� it am - - — a �1 ii F-2 X24 Ion y Lull tN UP TO2NDFLOOR in I Vii�j LLI ' `v C (FIELD VERIFY —ni o� EXACT LOCATION) -to W 3'-0" 5 ,8 I y 9'4" 2'-6" 91-0" 8'-3" 9'-5" XX O F- I W7 WAY #3 TRANSFER STEEL rn U @ 24' O.C. MAX 2 I M I tv �0'-0' FIN. ELEV. FIN. „ CON[. SLAB wI 4 �I Q — — ——FMM-116x18 — J 4 4 0 i 0" 7,-6" 9 8" — — FM-16x18. — — — — — a gI r° q FM-12x18 LL J Y YV — — — — — — — � fV 20'-4" FOUNDATION PLAN SCALE: 114' = 1%0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION --M", SEE SURVEY PLOT FOR NGVD. 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.IHINDICATED #5 BAR, MINDICATES #6 BARANDICATES #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 (W = 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 # 6'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 5-13, USING: Pm = 1,500 PSI, TYPE •M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-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 REINF. REMARKS 6x6 W I AXWI A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS IV, - (2)#Vs (+)0'-0" FM-16x18 16" CONTINUOUS I - s +0"-0" FM-20x18 20" CONTINUOUS 1V, - We +)0"-0" FMC-16x18 16" CONTINUOUS I - s VARIES CW-12x12 12" SEE PLAN 12" CWC-12x12 12" SEE PLAN it - s VARIES F-24x24 24" 24" 12" TE-1 8" SEE PLAN 1 8• 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com l AA #: 0003325 Is C � aummo . ae Loa': ABBOTT PARK LOT ##27 BLK ##8 P1tOn=T# 04181.000-27083 MODRU 4EHB "2605- HAYDEN" GAMAGIC awING: LEFT PAGM. FOUNDATION PLAN 160 MPH EXP. C D�AM 11/26/19 aCAIM: 1/4"=1'-0" N*rm P si 30° MIN. EACH WAY MONOLITHIC FOOTING .,_ . • . z STEEL REINFORCING IN GROUTED d a ,t. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ . ._ v �- d pr. O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Y SPACING REQUIREMENTS v C C ¢ C�• w .1- _ I�:�'.. GARAGE DOOR m' a h < ..1 I .: v =�FM RECESS - in It cf)r b Z 8" CMU WALL O Z 8" CMU WALL I • IN BARS, IT SAMESIZE I LAS EG BAR CO w w B' T +- 0'-0' d w= y +- WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB • - TOP OF SLAB LAB I .., SO THAT THE STEEL REINF. IS CONTINUOUS • I MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR • - V IES MASONRY EXT. PORCH SLAB W/ 1/2" ISOLATION SEE SLAB SCHEDULE 4° CHAMFER (1STORY) EXT. PORCH SLAB SEE SLAB SCHEDUL%E TOP OF GARAGE I 4" CHAMFER (1STORY) I.I I� ' - o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7p. UNITS SET AT ELEV: JOINT (WHERE r--'�• �' 6" CHAMFER (2-STORY) W/ 1/2' ISOLATION lT 6" CHAMFER (2STORY) .: 0{9 APPLICABLE) z SEE SCHEDULE 1#7M42- JOINT (WHERE APPLICABLE) ,FFF •, EE SCHEDULE Z ? WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST % AND BAR QUANTITY 2 AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO r,_"�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:314"=1'-0 2 @ GARAGE scALE:34°=''-°" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING,SINGLE 5 iL NEW REINF. BAR BTM. PLATE TO BE PT. 0 SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a ( EPDXY. MIN, EMBED SLAB W/10d MASONRY GALVANIZED PIPE UNO NAIL 16" O/C STAGGERED. WiFLANGE BASE Q p FOLLOW ALL MANF. ADDITIONAL METAL C SPECIF CATIONS FOR CONNECTORS NOT USE AND I REOUIRED WHENNO 4 "' PREPARATION OF c0 In w UPLIFT IS PRESENT. HOLE. Z 0: SEE SLAB SCHEDULE SECURE FLANGE TO W Q SLAB 1(4)114" X 2'I/4" p 0_. ° +- °�-0OF TAPCONSTOP SLAB ��...e T 4" CHAMFER (I -STORY) ° " V= •--�-•=° ;T . 6" CHAMFER (2-STORY) - e • at ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 5 6 scALE:3/a°=r-a' SCALE: 3/4"=1'-0 (NO UPLIFT) scALE:ara"=r-0° LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SVP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE SO CELL SEE PLAN FOR SIZE AD BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL CL C qg SPACING REQUIREMENTS 16" O/C STAGGERED. ADDITIONAL METAL '•' U CONNECTORS NOT REQUIRED WHEN NO CL N Z 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) `o � � 8" CMU FILLED CELL (TYP.) M +- 0'-0° TOP OF SLAB nTOP OF SLABSEE SLAB SCHEDULE 2X WALL FRAMING1/2"DIA. SLAB -'d' USP 7250SD BOLTS 5" EMBEDMENT INTO WGRO W1117 ISOLATION1. SEE SLAB SCHEDULE (iSTORY) ZMINIMUM BAR SIZE 48 BAR DIA.4"CHAMFER d e (,.� 0:.•n UTED CELL, 4" FROM ENDS AND 6" CHAMFER (2-STORY) #3 18" 0 18" O.C. VERTICALLY MAX JOINT (WHERE • N 94 24" APPLICABLE) —MATCHSTEEL °•, #5 30 SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE scALE:3/4"=r1" (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 12 SCALE: 3/4"=1'-D" SCALE: 314"=V-a' 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-7745078 FAX 407-7744078 www.abdaslgngmup w AA N: ON3325 jhhhHHHiii7 q a ]C � � C 7 L I a' 'll, PII aunDiv. ac Tor: ABBOTT PARK LOT #27 BLK #8 PROJ�CTd1 04181"000-27083 MODZIA 4EHB "2605- HAYDEN" GARAQZ 81111>txa: LEFT PAOffi: DETAILS 160 MPH EXP. C prturr mm"', DATW 11/26/19 BCA Z:1/4"=V-0" MIMI'4• S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1l4' = V-W 1441 N. RONALD REAGAN Bt LONGWOOD, FL 327W PH: 407-77443078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003326 i�yi a Y F sUDDIV. ae LOT: ABBOTT PARK LOT ##27 BLK ##8 'p"' {CT 04181.00 -27083 UODEIA 4EHB "2605- HAYDEN" GARAGE 87RN0: LEFT PALM FIRST FLOOR DOWEL PLAN 160 MPH EXP. C paurr DATM 11/26/ 99 acwls: 1/4"=1'-0" sHM= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM i a• • I a� I . a. a 0 CLEAN OUT REQUIRED Q FOR INSPECTION m • I TIE VERTICAL REBAR °a TO HORIZONTAL REBAR W110" NOOK BAR SIZE 4B BAR DIA. Z� #3 18" 0 #4 24" m U #6 30" #6 36" #T 42" HORIZONTAUVERTICAL 0-l RENFORCING SCALE: 9l4"=i'-0" 0 W U > _+ NEW REINF. BAR K y SECURED W12-PART a a I EPDXY. MIN. EMBED g 6, UNO S Q FOLLOW ALL MANF. U < SPECIFICATIONS FOR _ W USE AND Q PREPARATION OF Z HOLE. W „r e C STEEL REINF. OF BONO.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"-V-0" A Z c OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #6 30" REINFORCING #8 #7 42" L " SCALE: 3/4"=1'-0" #68ARS ,.o 11 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N, RONALD RFAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 M 9f Y g aJ Z H atmDm at LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT 04181.00e 27083 MODRIA 4EHB "2605- HAYDEN" GARAGE awMG: LEFT PAGE: DETAILS 160 MPH EXP. C c R0.MD A ABOUCHACM AR NO 90728 - 11/28/19 SCALE: 1/4"=1'-0" SKEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1 Od x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESORIPTION REMARK (D (2) 2XS BEAM SCHEDULE MMZM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH / T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION (psi) WXH,SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SBI MASONRY 3000 8x18 (1)it5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#6 WA GROUTED SOLID 'CAST-CRETE' SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 49As-611,0I8 I SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD 46WP6NA 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH mm S4r (42') PRECAST Z131 4'4r (M') PRECAST 1088 4'4r (64') PRECAST 1800 FW (84') PRECAST 1217 V-IV' (70) PRECAST 1W2 Bd' (7S-) PRECAST Coe ra' (IDS PRECAST 743 0'w (112) PRECAST 654 iVd (12r) PRECAST 478 114' (138) PRECAST 302 Ir4r (144') PRECAST 337 law (18D'1 PRECAST 2D8 14'0 (18111 PRECAST r70 11'4r (176') PRESTRESSED N.R. IV-C (184') PRE8IRESBED N.R. 1r4* (Z08') PRESTRESSED N.R. 19-r Mn PRESTRESSED N.R. 21'4' CAA PRESIDED N.R. 2r4r (264*) PRESTRESSM Kit 24.4r - PREBTRESSEO ��m=mml o��000 oo�ommm 00��000 oo�omm mmm0000 m��000v ODD�.1nC"1CG!!!Q� omomoov 0®000f..�.N' � �m00000 �m000Q'"Q!I Omm0�00' oom0000 oom0000 oom0000 oom0000 ®�000�0 oom0000'. 0�7�000� �D�mOmm � � �©l�� 0��0®00 ©©���00 0""©�0m ���� (2B8") N.R. I is M4 •40 4M 4M iaa# va (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION •ALL PRECAST PRODUCTS ARE TO BE PWAL ED PER MMMFACTURES SPECIFICATIONS r4r (42') PRECAST 1028 1024 15B r4' (427 PRECAST 4'4r (48') PRECAST 788 783 1300 4'4r On PRECAST 4.41' (84') PRECAST SM 691 1078 4'd" (84') PRECAST SW (84') PRECAST 411 411 746 84' (64") PRECAST 6'-10- (70') PRECAST 340 339 616 9-10- (70R) PRECAST ow (73") PRECAST 807 7Y7 490 8'd on PRECAST r4' On PRECAST 634 303 r4r (80') PRECAST V4' (114) PRECAST 812 230 VW (112') PRECAST I" (128) PRECAST r32-6 401 180 /V4r (12n PRECAST 114' (138) PRECAST 452 154 114' (138) PRECAST 174r (144') PRECAST 402 W7 174r (144') PRECAST 1r-4- (16n PRECAST 217 324 110 184' (180") PRECAST i4%W (168') PRECAST 208 203 10D 14'4r (16n PRECAST 14'-W (178) PRESTREINIED N.R. 284 Si 14'4r (176') PREff7RE88ED 1S4" (184') PRWMEMM N.R. 269 83 15-4 (184% PRESTRESSED irk' (2M PRESTRESSED N.R. 194 64 lrW Wn PRESTRESSED /84' (M PREITROINED N.R. 140 52 1VW PM PREATRESMD V-0 (2W9 N.R. 128 42 214' CZW) PRENIRESM 27-W R641 PRE811iE88M N.R. 110 M 27-T (184") PRE8TRE8�D 2C-W On PIVISTRENED NA. 01 33 24'4r On PRESTRE8IED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE M FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EKDEED VALUES STATED ABOVE • PROVIDE MNMUM 4. OF BEARING PAST BACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE It 1"126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdoslgngroup.com AA * 0003328 r 6 d q gsr ppOO J 66 IN aUBD:v ac LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT114 04181.000-27083 MODEII 4EHB "2605- HAYDEN" GARAGE 811IIdG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DA UNT 11/28/19 SCALE: 1/4"=1'-0" slamm s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/,0' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER SONDBEAM -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" " 05 916- IT IS THIS ENGINEER'S INTENT THAT XFXX- iT/i Ml0B INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR ,. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F� F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #5'S, IN 2NO BOND ROTHOF COURSE �16-1 T/1 ICl/ B NOMINAL HEIGHT r nF rs-c TOP ICOURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW _�T PRE -CAST •3114" WINDOW z .4 SILL r SLOPE m TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=V-0" SINGLE #5 CORNER I BAR, 30x30 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 BOND BBE BOND BEAM by #Y 8 4 1#5 TYP.B"x18" tl �et BONDBEAM 8xl6 DBL. BOND TOP OF� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM — TOP OF W/(1)#5 BAR .ti: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR I.) LENGTH OF BAR= WIDTH OF MASONRY OPENING .2' OR BEAM DESIGNATION �f 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=V-0" LINTEL, W/O STEEL (L,) REFER TO PLAN FOR LOCATIONS B Tn . WOOD8ECI1011 FABTB®tBPADI S 4. =2' MIN, 2 }" MAX s. = 2 }' MIN. V MAX }'MIN, 2}"MAX ea=}" MIN, 2}" MAX G. =2" MIN, 2 }" MAX 0..2'2" MIN, 9" MAX ed = }' MIN, 2 }" MAX e.=2}'MIN, VMAX MIN, 2 }' MAX MIN, 2 }' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE S DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-77443078 FAX 407-7744078 www.aDdesigngroup.00m L AA #: 0003325 6 aunDiv. as LAT: ABBOTT PARK LOT #27 BLK #8 PROJECT* 04181.000-27083 MODEru 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C DAM 11/28/19 DCA=: 1/4"=1'-0" SHEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/7 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 117 HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 9A 108 3 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 II II II II II II II II II II N N N N N II N N II RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. II II II II II u n II II II II II N N N N II II N N II IIIL 11 J9 1„11. I �J2I11I n L J3 n n u 11(I II 11 11 11 n .JNH11 111 TRUSS MANUFACTURER !ENGINEER NOTES: 11 II „ 11 ❑ II II II II 0 1111 11 11 II 12x<w'QQD'I 1L II II 11 11 H I N N N N II N N 11 u N ; 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) n It n II „ it WALL W/ 1 SYP. N0.2 n „ n n „ u 2x4 WOOD u p BM1 TO CMU WALL WA1SP LGL*M W/(4)%-W WEDGE 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS II II I II WALL W/ N N N N N _ DOLTS AND W83 WOOD WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT STUDS SVP. N0.2 / �h� SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 11 n „ 11 11 1 12" O.C. I II II 11 STUDS 0 11 II II H VL.- � 11 SCREWS TO 8N1, BLOCK W/ 3. TRUSS COMPANY /ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO I II II II 1 12' O.C. -� 112' PLYWOOD EA SIDE OF BM1 TRUSS CONNECTIONS. WWO�BL BMt 4. AVOIO PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. II JII1 WA it[JE MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. II IISTUD UNDER I J6 N ACH JOIST 11 4 11 s _ J4 _ m_amemss» a_ mmm�m�s _ IT n p H 4 11 1 1 I 1 II II ( DEL STUD 11 , 11 2X4 WOOD n =mzaes�ssea a _ (— 9A 3 108 (I it PROVIDE DRAFTSTOPPING II WALL W/ DBL. II II a = eHHHs m : a = s 1 •1 1 tt ALONG THIS TRUSS AS TO 11 STUD UNDER 11 11 4 — „ (I LIMIT AREA TO 1000 S.F. II EACH JOIST II 1 PER FBCR 302.12 it II s s:sa a eo=m= 4 11 .. .. .. ., It 11 11 11 11 ^ ---------i 1 J7 I smarm ss® :sessm 9A 108 ( FIRE I II n u u u n n n u uPRE-FABRICATED -FAB 1 1 Q I II II II II II II II II II II 8 ®ATEDE O.CO mm®=m:mm>� m�mm>�mmem= FLOORB �` NAILERFT n u u u u u u u ') u _ r� FOR DRA2X4 II II N II II II II II II PRE-ENG OP FLR. TRUSS - u u n u u u u n n u ma:mom zmeamzam II II II N II II II ICI II II ,h, 11 9B 3 108 II II 11 tl II 11 11 � II 11 =�_�_� ame�smsaazam , ., ., ELEV. VIEW II II II II II II II II II II 1A �) ( 11 11 II 11 II 11 11 II 11 it T 3.1 PRE-ENG. FLR. JOISTSi HLL 11 LLIj- 11 „ „ II p H II N II N N N N N N N n H N N --- --- ---------- n u u M, n p u u 3/4"PLYWOOD---'��11 R M pp gp y9 1 DRAFT STOP — —N— — L — —� J — — 9- — — —N— ' 106 MOEz MGE, PRE-ENG. FLR. JOISTS-7'T��I( � 11 Ti 3 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3 }1"x514") SYP. USP HTT4 W/518" CIA S/S3.1A PT., WOOD POST x 5" EXP. BOLT 1441 N. RONALD REAfiAN Bl LONOWOOD, FL 32760 PH: 407-774.8078 FAX: 407-7744078 www.•bdeslgngroup.com 1 AA N: 0003326 40) lowoE X f S C sysa><v Se ><.oT: ABBOTT PARK LOT #27 BLK #8 PROJL'CT# 04181.000-27083 1[ODZIt 4EHB "2605-HAYDEN" aw>tewaa swMa: LEFT pwaffi: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DwT�- 11/28/19 aztsa=r s3 A41)USP 14TA16 TRUSS ANCHOR WITH (9) 10d x 1 10TO TRUSS. FL#17680 6-(2) USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) i6d GALV. COMMON NAILS. lx2 SECURED W/ iOd GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 USE, LA 310LBS (2 STRAPS) 1A 1B TYPICAL TRUSS/ - GIRDER CONNECTOR(S) 8m Mcm BLOCK M*Cm $S 4500 3l4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 518" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP, WL. BD. 4 I -JOIST CONNECTION L.B.W. SCALE: 3/4"=f-G" (NO UPLIFT) OUTER 1/3 SPAN ONLY ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" OlC, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR TH (9)10d x 1 in" NAILS TO NOTE: A PT SYP #2 2" x 4", USS EA. PROVIDE 4" MINIMUM 6", 8" x V-V' MAY BE ADDED INCRETE EMBEDMENT. OBL Wl 10d NAILS, 2 ROWS, 3" RAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE ID OVER TRUSS (NOT ADDITIONAL PLY MAX. TO OWN) ACCOMMODATE GIRDER ED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. AVY UPLIFT CONNECTOR DEPTH 1/4"0 —HOLE EDGE >SW n1 —HOLE DIAMETER < 2/5•D SGL. STUD L- (A) USP LUGT2 W/ (5) 1/4"x3" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (6) USP RFUS STEEL CONNECTOR WITH (4) 314N6" WEDGE BOLTS AND 112, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED Wl (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" 0/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2A 2B GIRDER CONNECTORS) LSTA12 20 GAUGE W/ 1Gdxtn HOG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT16 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20) 16d x 2-in" NAILS TO POST., POST TO IT DIRECTLY ON SLAB a• , astB TNDOESS 4500 3M' WOOD PANELS 6000 (2)12" WOOD PANELS 80 (2)1n' WOOD PANELS 1q 2k LUMBER LVUWOOD POST CONNECTIONS 5 SCALE: 3l4"=1'-0" I��m�=�!I== ��n���hlJi�Ilh� HOLE EDGE -5/8" A- USP TFLi716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1n" GALV. COMMON _ NAILS. TO JOIST FL#17241 S - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)1Od GALV. COMMON NAILS TO HEADER AND (2)10dx1-1n" GALV. COMMON NAILS. TO JOIST FL#17241 88 - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 314^ WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1n" GALV. COMMON BTM. HOLE DIAMETER NAILS. TO JOIST ""7241 PLATE < 3/5"D DBL. STUD C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12)1Gd GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1-1n" GALV. COMMON NAILS. TO JOIST FLNIT241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE43OLT/J-BOLT, 5" MIN. EMBED (16) 1Gd GALV, COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS TO JOIST FL#25749 WOOD LEDGER STUD NOTCHING %1 ATTACHMENT DETAIL AND BORING LIMITS `9 SCALE: 3/4"=1'4Y 6'4" MAX (W/1X4) �,OR 10'-0" MAX (W/2X4) 11 # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)114" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAD 10d TO TRUSS AND (4)114" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-(r 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —J `-END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" OIC MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ p �L INTERSECTION TYP. ^ BTM. CHORD BRACING r 1 SCALE: 3/4"=1'-0" B" MAX 24'MA%. w1I,1018T 81 END SPACING END w/WOIST TVP TVP ACIN SEE FRAMING PLAN EG ZE MAX MAX " MAX LEDGER BD. 1YP IXP. (2) 2x8 SYP P.T. d FROM (2) 2X12 SYP P.T. 3/I' EXP. BOLTIJEOLT W/7 LEOGERBOARD LEDGER BOARD TO BOLT/JOLT W/ 2' WASHERS TO BE USED 1. ENSURE THAT IXP. BE USED WITH I -JOIST WASHER 851Y2' MIN. EMBED. (TYP) WITH (JOIST BOLTSIJ-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, 8' ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 4'-T, Z to 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 10 g 4. IXP. SOLTS,43OLTS SHOULD SYP 1 NOT BE ANY CLOSER THAN 8' Z aC.go 2 S. ONLY LEDGER IN DIRECT (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CEMRALSPACINB A DOUBLE SYP 2x8 112" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 34' 8" MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'-X (2) 2X4 No.2 SYP DIAG, — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-W (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK Wl in" 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 CONT. 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED @ W-O" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG D TRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL IN AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTiSA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. SAAJERNNATE MATERIALS SCALE: 314"=l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-714.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 h Is Z Y 5 BUTHDI`I. ae L/OT: ABBOTT PARK LOT #27 BLK #8 PROJECT/ 04181.000-27083 MODEL& 4EHB "2605- HAYDEN" OARAOE 81111/IMO: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 1DA 11/26/19 aCAL,E: 1/4"=1'-0" a*IEET S3.1A NOT USED 1 USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 Wl (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4ISPTH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 112"HOG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0" G) 8"CMU WALL REINF PER PLAN PER ELEVATION 0 z p 3 1z O� PER LEVATION m (2) 2x4 P.T. WI MASONRY NAILS 12" O.C. 1X2 FIRE -STOP `—#8 #8 WOOD SCREWS x 2" LONG a 3" O.C.; N1 STAGGERED OFF - CENTERLINE 314" AS SHOWN ' SCREW PATTERN IJOIST (SEE FRAMING PLAN) DBL 2X72 SYP #2 LEDGER. SEE BOLT SCHEDULE, t0IS3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 314"=1'-0" WOOD LONG N 3" 0 C.; x 2" STAGGERED AS SHOWN No DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 101S31A. ) 8" CMU WALL REINF PER PLAN PER ELEVATION LLO 3� SCREW PATTERN Z px 0w �Qj P R VATI N m 1-JOIST (SEE 24" M ) 2x4 P.T. CEILING FRAMING PLAN NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL 1 TO EXTERIOR WALL 4 SCALE: 314"=1'-0" NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO SAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PERE EVATION ION I I BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 518" GYPSUM BOARD OR 1/2" HIGH W/ 1 /2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4X4/46 SYP NO.2 WASHER SET IN HIGH W/ (14) 10d GALV, COMMON SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U . 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T, LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BO. 0." AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE SIT, PLATE TO SLAB W/ CONT, 2x4 SECURED W/(2)10d's@EACH FILL ALL HOLES, DO NOT USE 1rz"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTHEPDXY POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 5-1/2"EMBED. MIN. @ 16° �TRUSS/WOOD 1 Oa 10b OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL °° 8 ° TRUSS TO POST CONNECTION SCALE: 3 4"=1'-0" a° ° A- USP MTW-12 U - 1195 LBS W/(14) 10d GALV. COMMON NAILS. FL#17244 '• ! . B - USP HTW-20 U - 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGTIPH04A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (i) 518° A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#172401FL#172419 BLAB CONNECTION 9a gb SCALE: 3/4"=V-0" E.M.TO - USP PAU44 POST BASE-U:2,265 G:6,775 WI 518 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ &S DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB-U:4,465 W/ 5I8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (20) 16d x 2-112" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 wwwAbdosigngroup.com AA N: 0003325 i IY 5 I asill p ll W�U aUBDM ae WTI ABBOTT PARK LOT #27 BLK #8 PROJECT 04181.000-27083 MODEIs 4EHB "2605— HAYDEN" OARAOE OWWO: LEFT PAGE: DETAILS (I —JOIST) %160 MPH EXP, C RGLMV A. ABOUiRAM L AR NO 93i 723 J I ATI : 11/26/19 CALE: 1/4"=1'-0" HEET s3.1B PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAOAN Bt LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407474.4078 www.abdosigngroup.com AA B: 0003325 3 g R b a BVHDnr ac LOT ABBOTT PARK LOT #27 BLK #8 PROJBCTo 04181.000-27083 MODRI l 4EHB "2605-HAYDEN" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. C Qfc DMNT A.M. 11/26/19 BCALE: 1/4"=V-0" IN*== S3.1C i i ---------------- SECOND FLOOR FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 FM: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 p � d o BVHDIV. As LOT: ABBOTT PARK LOT #27 BLK #8 PROJE 04181.CT00t--27083 MODEZA 4EHB "2605- HAYDEN" GARAGE DWING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C D TM 11/26/191 BCALE: 1/4"=1'-0" BIiEET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 -}g�`• a �i Y h Lsyf O 6 jyoQ{� BtMDM S. LOT. ABBOTT PARK LOT #27 BLK #8 PROJECT�1 04181.000-27083 MODEIa 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C DA 11/26/19 SCALE: 1/4"=V-0" N*EC= S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 (8 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. HEADER SCHEDULE MARK REMARK IDESCRRUE !"ON Q (2) 2X8 BEAM SCHEDULE ZZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION PO (psi) SIZE W'xH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 300D az16 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6Wr-6M8B I SAFE LOAD - POUNDS PER LINEAR FOOT 4tMr.6,,,, SAFEE, GOAD I I4toW-6M I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH N18 84' (42') PRECAST 2231 4'4' (48') PRECAST Im 4'4' (841 PRECAST 1699 84' (84") PRECAST 1217 6-10' (M PRECAST 1002 94" (M PRECAST 9w r4' Mn PRECAST 711111 11 (112") PRECAST W4 194' (12n PRECAST 475 11'4- (135) PRECAST 302 174" (144') PRECAST 337 ,S1" (,SSA PRECAST 206 14'4" (10" PRECAST 22M9 14'4' (17W) PRESTRESSED N.R. IrW (184') PR68IRF88E0 N.R. 1rW wn PF07RE88ED NR 174" (232') PRESTRESSED NR 21'4" On PRE8 MMW NR V-(r (264) P N.R. 2-r-V Mr PRESTRESSED NiqL ©0®0©mm �m000mm oom=3o®mm 0mm000v oolmzffmromm NE=mo NEZN 000cJr��+�e! ®m000m 0movoov �mEmK::m EmmfCE0mm0 Dmm=mKm �oomv©o© oomoo�"cr�" IOmmm0m0 �oomv000 o©mmmoo ®ommoov ©ommmoo IDOmm0�0 000©DO© E'7mE7mmmm I©ODD©© ®' IDI00®0� Oa�Ommm I�0©©oos�a (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. 94" (4n PRECAST I= 1024 I= 4'4" (4S) PRECAST 786 783 1300 4'4' (649 PRECAST 692 591 1073 B1' PC) PRECAST 411 411 746 V-I(' (70') PRECAST 340 339 016 64" c76') PRECAST 607 721 400 r47' (00") PRECAST 424 534 383 94' (112') PRECAST 328 $12 230 1C4' (11W) PRECAST 254 401 180 11'1' (131in PRECAST 280 452 154 17-T (I"-) PRECAST 244 402 137 181' (ISM PRECAST 217 324 110 14'4' (1881 PRECAST 205 203 100 14'4' (17W) PREBYFEM N.R. 254 91 1B1" (184') PRESTRESSED NR 2S0 83 1r1" (208D PRWME88ED NR 194 54 1V1" R32') PRE N.R. 148 52 21'1" On PRESTRESSED N.R. 125 42 274" PIN-) PRE N.R. 118 40 24'4" Mn PRESTRESSED I NR 1 01 33 ���mE7E�00m0 �m000��0 mmmmmm0 . m0000®o 00000®o �m�aCS1E:�'1�E700 �000000 Om�OmOm Icr00M 0M19wmmK— K=l K mr1l oo©o©om ©omm©oml 0CS1Q�Q^Q�EQ^G"! ©O=E-- WZW!0QFEZ7,"W1 NCMmK '1NEJ"KIM KORKM ©MCT1El"KZZrNQ* mOQ�AC7!!E9'IC}" C.' ^.G7 ©Ei.7'1E7,m==SQ"0 •>ee=� •r..� •ew�.l •"r""w •r"sl as.-r l` ar-�•I (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. •ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION -PRECAST PRDDLCTS BY OTIERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO TE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENO,G PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 a, 8F8-1T/OM/OB ( ( ----,-----.-----„„."x ---",,. .—"--- --«. >.-„_— eke 8F8-1T/0M/0B 8F8-1T/OMIOB GT *s ar �. rF d U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR,. arm TOP OF WALL EL 17'1" zj �r 'L 9 �a 7TM m� 4" � I I ( ry, �3 `. 8F8.1 T/OMIOB L s N 8F8.1T/0M/0B ) 8F8.1TA)M/08 % 8F8-1T/OWOB ( I L------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #:.0003325 _ J ® Y AN gRS aUBDIV. at LOT: ABBOTT PARK LOT #27 BILK #8 PROJECT# 04181.000-27083 MODEL: 4EHB "2605-HAYDEN" GARAGE B111IING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C FD A ABOUCHAM AR NO W723 , SCALE: 1/4"=1'-0" MUMT S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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/B" 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 WI UPLIFT IN EXCESS OF 2,5D0 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 S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PUTS OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y2"x5 A") SYP. USP HTT4 W/5/8" DIA 5/S3.1A I PT., WOOD POST x 5" EXP. BOLT 1A 1 i ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdostgngroup.com AA k: 0003325 :e ypT� 11➢➢ Q6 }pF� � 1�yy 6 a r0 � R p b 8C k0ilA BVSDIV ae LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT# 04181.000-27083 MODEL: 4EHB "2605-HAYDEN" GARAGE SWWO: LEFT PAGE: ROOFPFARNAMING AND NOTES 160 MPH EXP. C aCA=: 1/4"=1'-0" 8*1ME'T s6 w I I GABLE -ENO �F--'--A1 HIP RJOF ROOF WIND DESIGN PRESSURES NET(GROSS) x9ffr7__fd__ ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 10D MPH WIND EXPOSURE: 'C' RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT a- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" 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 Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. rw ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 210 0.120" 170,DOO WNU- ((i6-20RINGS SCREW SHANK pER INCH) Bd SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z �w LL U 0 0 N . J z � z . Y a N Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. OR TRUS- ,MP AHFATHIG MENE MEN NO lwall ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (N� 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.8.,jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC•R 2017. 6th EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASIDE 7-10 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. PROVIDE 64BL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlABS/40NCGAa011NOW04ERE INDICATED ON DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FIG =1100 PSI AND A MODULUS OF ELASTICITY =1,400,GDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK. CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 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. SM EDITION, SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED SLAT ARE BY OTHERS. 3Yp 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWNS. WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-O' OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESIGN SHALL STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. BESIGNEDSPECIFICATIONS FOR DESIGNS SHALL SIGNED AND DESINALGNS REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN IDA. SEE NOTED FOR SHOP DRAWINGS. FLORIDA.S O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE MOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf 20 paf TOP CHORD HXXFDGncu I REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' s'8 SAR - 36" WOOD TRUSSES. 10 pal BTM CHORD -nOrFDDIAURenl p5 BAR - Nr C7 BAR - 42" PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 Daf TOP CHORD 20 pat TOP CHORD (7 DO ASPHALT SHINGLES) 17 ps}w/ OYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pet STM CHORD 6 5 pp at BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpaf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Paf STAIRS LIVE LOAD 40 PSI WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WINO: DEAD LOAD SPEED -100 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOCK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20DO, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLEOGARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLOTRIDA 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 OODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 Pm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASIDE 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 C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LAresr CATALOG. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Paf, FOOTING TYPEOR IO E MORTAR SHALL 8E USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE M THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO O REMOVE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL BE CELLS 70 BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, = 46 kal. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,800 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS ASTM ERS THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N- PRIORTO THE ADDITION OF PLASTICIZER INACCORDNCEBE WITH THE METHNDER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL ODEVLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J430LTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS &ITCHED. THE MAXIMUM TIME ALLOWED FROMWHENWATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SR4LL 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 SRALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLANCEWITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDDR WEATHER 1-I/ FOR A5 AND SMALLER 7FOR 66 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1.1? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUOATKKi SIZE TYPE SPACINp REMARKS APPLAATKIN BITE TYF£ SPALNiG REMARN9 Y2PTFURRNGTO 1MASONRY/WHO. OABE HARGENEO W& a.� OOM(iE WON &ICI 1/1'DIA. MAROON Ml9ONRY 11Yl EMBED.,PENDDMT., NAIL V2'LONG. TO MTSONR G, 40-HEIRFASTEIER F• I1 EDGE DMT. B .., E. DOORS CABEHARDENEDCOL ?QC WNDON,OWn/FABTENED GAMGF DOORBIICK 1 DG.W/ EXPANSION BOLT 2_PEMBED., 1"END DMT., 1 x ,SEENDTEB NAIL I IYI LONG. 9TAOGEREO INTO MOGONRY/WNO. TOMABONRY/WNO WASHER SEDGE DOT. WaAO w- CASE HARDENED LO0. 9.O'C WWDDWAOOR/ FASTENED METALSTROPTO CONTACT THIS ENGINEER FOR SPACING ,x PT, SEE NDTEa NAIL 11n'LONG. STAGGERED INTO MNS-1004D. NAe!xMY/WNO, REQUIREMENTS EM, 8Wa10 DOOR (21.11 `0. IA- 18'OIO 111 EAIBED,SftD. NON�BEAPoNG WODD 1? EXPANBKx.� X-EMBED. PHA EUCNLPT.9EE NOTES NOWASHER FARTHER DIET, I1 EDGE W. WALL TO CONC. SLOB WI WASHER BOLTDIST.,BEDGEDMT. ?aoETEEL ULK 0.13a'PAFA219' YO'C 4"EHD.DGET. Pi TO STEEL WL., 9EE w/WgaHER 9TAGGEFIEp EDGE GET. NDTEa I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA 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 NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1", N. RONALD REAGAN BLVDj LONGWOOD, FL 32750 PH: 407-774SO78 FAX 407-7744078 www.abdesigngroup.com AA0:0003325 J U 14 T�yyyTT 4 8Ul3D de LOT: ABBOTT PARK LOT #27 BLK #8 PROJECT#/ 04181.000-27083 UODELo 4EHB "2605- HAYDEN" GARAGE BWD90: LEFT PAGE: DETAILS 160 MPH EXP. C DATI& 1/28/19 BCA=:1/4"= 0" skm= S N1 P�"y` w w ft