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HomeMy WebLinkAbout7819 Davie Ray Dr99 2('0" 05 04EHB -HAYDEN 99 cr ALL WORK SHALL COMPLY WITH PREVAILI CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES VIEW �AT� YRH► L RE OF ZEpN PAN E�M�NER d 12602 TELECOM DRIVE, TAMPA, FL 33637 T491: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TER: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . no= M DMG 00D& nsmImIA4 ED1 WH mN (2017) -AM LOCAL MD STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. WERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=160 MPH vssd=124 MPH .I�RY RESIDENCE - • 2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAY. A/C AIR CONDITIONING LUM. ALT. AALTERTNAABTEEE M.C. AMP. AMPERAGE MIN. B. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MILL. CLc. CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.H. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL HAD. D. DEEP RAG. DR. DOOR REF. D8. DOWNSPOUT RM. DTI. DETAIL RO. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SET. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR F.GJFX. FDCEDGLASS SIM. P.G. PDEL GAS SL. FIN. FINISH SL. GL. FLR. FLOOR STD. FLUOR. FLUORESCENT SWS FR DR FRENCH DOOR FTO. FOOTING TEMP. GA GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. O.P.I. TOP. INRTOERR P RTCIRCUIT T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSES® H.C. HOLLOW CORE V.P. HDIL HEADER W. HOT. OR BEIGHT W/ HT INSUL. INSULATION WD. TNT. INTERIOR WDW. Wrtl W.I. LAVATORY LUMINOUS MANUFACTUURRER= MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED IUSFR RADIUS RETURN AIR GRILLSYM REFRIGeRATOR ROOM ROUGH OPENING SOLID COREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SL DING GLASS STANDARD SHEAR WALL SECTION TEMPBREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRD+ITON 06!l6/� 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION CIl" DID SET 1SWED PG Cl-COVER SHEET PG -GENE NOTES PG Al -FIRST FLOOR PLAN PG ALA OR PLAN SECTIONS DETAILS / PG A2-SECOLA ND FLOOR PUN PG ASK -FRONT &REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN LA PG PI -PLUMBING PUNS PG Ml-FIRST FLOOR MECHANICAL PI" PG M2-SECOND FLOOR MECHANICAL PUN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-BALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-BALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS 02/" ADDED ELEV. 'J' 4 W UT14 SIDING PER MAW 0=6 one/Id DID SET RE -ISSUED 04mm FOOTING REVISIONS PER M. 5=8 4'J6/O/US I -JOISTS INeolel°ORATED INTO MASTER PLAN 06/N,/18 CONSTRICTION DOCUMENTS RE -ISSUED emw ADDED VALLEY FRAMING DETAIL, LPDATED BOLLARD DETAIL OUI6/IS DETAIL- 'ADDING BAR TO BOND SEAM' ADDED TO 612A VW6E= PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 R'.VI�D LINTEL SIZE AT F'RONt ENTRY DOOR SQ.FT. CALC. S 0446/M UP DATED LEDGER BOLT SIZE 4 SPACING O&MM REVISED I -JOIST LAYOUT IST RR LIVPK7 1,104 80, FT. BmFLRLIVNG I,b01 Sa FT. TOTAL LIVING 21605 Sa FT. GARAGE 431 Sa FT, PORCH ELEVATION W 111 80. FT. TOTAL ELEVATION x' 3,153 W. FT, $'XIO' PATIO SC Sa FT. 06A ADDED LED ADLED LIGHTS TO KITC4EN 4 BOMS ATHROPER MAW WMi e14M ADSTOPS OPTION TO ELEVATIONS W,'H','J• 4 K• DED 09/13A LEDGER BOLT SPACNG REVISED ICRS/19 ADDED OFR. 8' 0' CEU NG NEICaH1T8 OUOIRO REPLACE USP CONNECTORS IUTH WIPSON CONNECTORS OUMV REVISED DETAIL ON SHEET D2 OPT. W-0' CLG. WitLONGWOOD, 044040 REVISED STAIR SECTION DETAIL FOR OPT. W-W C-G. HGT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF 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 PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S4-SECOND FLOOR DECK PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG 84.2-SECOND FLOOR DOWEL PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S5-SECOND LIFT BEAM PLAN AND NOTES CLARIFICATION. PG S8-ROOF FRAMING PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SN1-DETAILS RFI's IN WRLTTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RF4's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. of d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA r: 0003325 q •J a 9LTIDDIV. de LOT'1,11 ABBOTT PARK LOT #41 BLK. #9 PROJECT# 04181.000-41091 MODEL. 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C is>•nun D TZ 8/15/20 SCALE: 1/4"=1'-O" 9IH[EET C1 I GNEM NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDSORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ffirE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SWILL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAMES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 %sINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIOSNG 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 COVERNGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR RASHES 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-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROLIP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA B: 0003325 �wgr�r a k 6 Ilk BUIDDIV. Nk i.CT: ABBOTT PARK LOT #41 BLK. #9 PROJECT* 04181.000-41091 MODELe 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: GENERAL NOTES %160 MPH QW. C 39'-B' 21'-10' �o '-4 10'-0' '-4 5'-4' '-4 19'-4' 20'-4' 21'-B' FIRST FLOOR PLAN SCALE, I/4' " I'-0' NOTE.2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Ab' (351N ) M THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE66 THAN 1$'(35mm) THICK, OR 20-MM M FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN W(12.1mn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN Fi'(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 INCH GYPSUM BOARDS. FOCR 2011 (6TH ED.) 302.1 PATIO 9 r — — — — — — — — — -OVERHANG OAF ROOF I I 3m52-6H � (2) 3052-SH ------- 12'-4' I I Q B®o00�#Z 't ROOM I Q m LIVIldG s'•m' a.G. � ROOM I 8'-O' CLCx 2'-I®' b'-I®' 3'-B' (2) 2068 � I I I i IR-bH POST i I. to � fl vlc clv BATHN2 �/ �`X ® a'-o' G.G. �+ 1GTCHEN ,I I I I io I 9'-0' G.G,. � N 8'-0' I � 2'-10' 5'-4' 3'-4 x S'-B' 3' N.O. :Q � M `? STAIR DATA 2868 6C HS RISER CCl/OIaR ND CAGDIa1 MO LOIDB � rlw �aeuE FOB a sEOao amele �� � aOIE �owiaaonm BBIAIIm MM. WINDOW � 5 31/-50 CRITERIA EXTERIOR BWMG b 5 3i/-41 DR MIN. CRITERIA BCD. MIN. 41 5 34l-43 CRITERIA 16010 O.HD. 112 5 31.0/-34b BASIC HIND SPEED MPH = 180 (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 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Og11ROLDATE01JwB SQ.F"f. CALC. S 16T FLR LIVMG I,Im,4 SQ. Ft. 2ND RR LIYdIG I,D01 BOL FT. TOTAL LNNG 2,605 SQ. FT. G4RALE 431 6OL FT. FOR:H ELEVATION K' III 6Q. FT. TOTAL ELEVATION K' 3,83 8Q. FT. Skl®' PATIO 80 BQ. FT. nA6ONRY/FRAME WALL LEGEND 8'-m® L UNA ON PLANS BRIG. HGT. VARIES S' BLOCK WALL U.N.O ON PLANS IT-4• ERG. INTERIOR 61�s. WALL UNA. ON PLANE 4' INTERIOR LOAD 61iG. LLU1LL UNA. aH PLANS -ALL INTERIOR DOORB TO BE i'-S' -ALL EXTERIOR DOORB TO BE i'-6' UNLESS NOTED OTHERWISE 6 1441 N. RONALD REAGAN BL IONGW00D, FL 32760 FM: 407-7T48078 FAX:407.7744078 www.abdeslgng up.com L AA 8: 0003326 IHI q aysaiv ae I.oT: ABBOTT PARK LOT #41 BLK. #9 P320JSCT 04181.00 —41091 HODSIa 4EHB "2605— HAYDEN" cawiewOa awrn7O: RIGHT PROS: FIRST FLOOR PLAN %160 MPH EXP. C Dw� 8/15/20 Al a HALF WALL SV CAP (2) LAYERS OF 3/4• AHU GwwE TREADS TO rTImagm TOO wD FLOOR LAU N wK3JN 3' GC NM • EA 3/4' OLULD a SCROIED . rTIQINWA UNTHREADED 614" PLR PASTSNER TO EXTEND OEYOND TWcloff" SOHepuLE THE CLEAR SPADE BETWEEN OF 8U6-FLOOR SHEATNM6 9'-4 3/4' 2NO FIN. FLR 1 1/2' ?HE HANDRAIL AND THE WALL G MIN. SHALL BE NO LESS THAN 1 1/2' AS PER FBGR R311.18.2 / I HANDRAIL • 36' W.T. V 2X4 RE,01W,MG / pm-04v MOORING / 42' K y WALL uv / SYSTEM IEEE FLOOR FRAMNG 61,W) NM� NOTE: HANDRAIL ENDS SHALL BE Q CAP / STAIRS RIWft TO CO FOW TO FOCR RETURNED TO THE WALL OR i 3/4' K K rTN EDITION r2DIT) MIN. TREAD.10' MAX RISER.1 3/4' PLATE I.MAX / / 8741R DATA: • 3/y MAX VARIATION IN TERMINATE INTO A NEWEL POST. = NOGMG �. MR 1.52' RRERG/1R1:ADS ADJACENT TO E4CN O MIK / 14 TREADS • 10'• 1' NOSING OIFrR If MAX VARIATION IN ANY RISER/TIVAD HANDRAIL CIRCULAR A / S T 0 R CROSS SECTION CIA. TO DE 1 I/4• «I/4' OPRODE EGNU R N / . aRAePAalunR+ uoEft- eRG- MIK r' wDL . / NARPWW SND MIK II' MOTH • 21 FROM NOTE: / NARROW W40 34• MM. HANDRAIL HOT. 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A / r DIAMETER OF I#'i 2' OR A NONCIRCULAR GROSS SECTION WITH A C - "� / P0141 14 UWX4R REM'ORC® ulnx4 GFF uucOW. BEAD OF SUO-FLOOR MHESIVC �� 'ENCLOSED SPACE UI®ER PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND -4 " 'I DNA, HWMZCCWAL lv rTAIQ .VWAX HANDwni SCMTeR L HAVE WAL GTAIR SUIM'ACE AND ANY A LAIa^sEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. r � / / :"22 omw 6 PROTECTED ON TNR ENCLOSED SIDE wTN 14. GY F4W OOARDB. MOM 302.1. T� / X a 67F VAR 2. THIS RAILING SYSTEM IS DESICsNED TO RESIST A LOAD OF 50 PLF PLATE 9 escum Wad r•-G• or. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY ®'-0' FM. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE m MASONRI' NAILS . 27f4 P.T. MA INIRTNW W/ 2X SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEMM INTO GLAD MTHM a STRESSES- PER SECTION 1601.0.1 / F.B.G. 2011 OF EACH END. 32' Or- MAX A BAR .DETAIL 1/2'I'-C' STAIR SECTION (�_E; L SECTION C HAN/DRAIALE� 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32780 PH:407-7744078 FAX 407-7744078 www.abdeslgngroup.com AA M 0003325 Y Y ppp Is 6 3 r ;-40D ICI BVHDIV. at LOT: ABBOTT PARK LOT #41 BLK. #9 PROJZCT/ 04181.000-4109 MODML 4EHB "2605— HAYDEN" DA %Aaa 8WING: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C SHINGLE FYI -ON 16'X48' DECORATIVE SHUTTER OR EO.UIVALENT FYPON BKTIIXII OR ECMIVALENT 11'-4' 2ND FLR, B�R's HGTHGT �—_ 4' RAISED I I BAND I I I I I I I I 6' RAISED I I BAND (TYP.) I I V-4 3/4' 2ND FIN. FLRI 8'-0' BRG. HGT* I I TYP. I I 4' RAISED BAND (TYP.) I I 8' RAISED BAND MID. Il'-4' 2ND FLR, BRG.TNG I i I I I I I I W-4' 3/4' 2ND FLR �, _ FM. FLRIBR's. HGT. - 7 W-O' CLG. I.GT I I�I TYP• I I I I I I I m'-0' FIN. FLR, --- ----------- 2r2'-4' BLDG. HGT. y SNAKE SIDING AS SPECIFIED (TYP.) 6' TRIM DOARD i3 ------ ------ SU FRONT ELEVATION REAR ELEVATION SCALE, 114 • I'-V' TEXTURED FINISH 4' FRIEZE BAND (TYP.) _ Il'-4' 2ND FL BRG. HGT. —FYPON 16•X62' DECORATIVE SHUTTER OR EOUIVALENT 6' RAISED BAND 14 - 3/4' 2ND FIN. FLR CLG. HGT. OPT. COACH LIGHT _o19'-& FIN. FLIP BRG. HGT. 114 3/4' 2ND FLR FIN. FLR/BRG. HGT. -- oV-1V' FIN. FLR AREA OF ATTIC = ISM SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 15M/300 - 5.29 VENTILATION AREA XXL INCHES PER Fr.(144) = T8G850. IN. MN. REQUIRED VENTILATION = .5x 780.8 IN UPPER PORTION OF ATTIC - 38Q45CL IN. OFF RIDGE VENTILATION AREA = 1155Q. IN. PER VENT 38114 /115 TOTAL# OF VENTS REQUIRED 3.30)83 TOTAL# OF VENTS PROVIDED = 4 -AREA OF ATTIC IS THE PERIMTER Of THE HOUSE, LESS THE OVENiANO EIRDUOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCWDED IR' THICK 2 COAT CEMENT "TER APPLIED DIRECTLY TO MASONRY FIEIE MAS6 ON94GLAS OVER 90 FELT PAPER (OR APPROVED MIVALENT 2X6 SYP PT LEDGER 0V TO MEET ASTM C064 D4"W ON T/16• INMOM IR'x6' TWIREADED ROD 37' OAD. GMATNN6 OR VP COX PLYYIOOD GEQlRED PER OG. 4 IRTHN 6' OF EACH eCHIM ILE END MAX SET N Sri -am W104 STPQMTH EXPDXY 2PD PR FLR (PER ELEVJ LLIS-26 2.6 GYP RAFTERS OR F1l-041) In" (MM ELEVJ IRODF eLOPE PER ELEVATM MK TA6• CSD M' GWEAT GUSSET TO ME SEORIED TO I C41IA4VNEL FOR SORIT TO LEDGER A!C ()) IOd'• / TO 2x6 JOIST 2'_m• 2X6 GYP PT LEDGER SV 1121ma' TWRRADED ROD 32' O.C. 4 WTHN 6' OF EACH END MAX. SET N OCIFOON NIGH STRENGTH E)(PDXY 6• MN !FIRED. OVERHANG DETAIL A SCALE11/2. I'-m' 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.cw AA N: OD03326 me BVHDIV k LOT-. ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.000 41091 HODMIA 4EHB 'T2605-HAYDEN" GARAGE 81/IIOG: RIGHT PAGE: FRONT & REAR ELEVATIONS "K„ 160 MPH FR. C 12 OFF RIDGE DOWI S FOR FYPON CKTIIXI9 OR EQUIVALENT IT'-4' 2ND FLR BRG. "T. --------- —_—__ 12 V-4 3/4' 2ND FLR i. 4 --------12- FIN. FLRIBRG. W ------------------------'-------- ------ 8'-0' GLG. NGT _------ --------------------_------------___ 0'-O' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINIBN OFF RIDGE T 122 b II'-4' 2ND FLR BRG. "T. BF3a. NGT. II V-4 3/4' 2ND FLR 12 II II 1 A 9'-4 3/4' 2ND FLR FIN. FLR ----; ----'—'-----_—_—_-------------_—_— lT---_—_—' FIN. FLR 8'-0' BFG. HGT- ,�B'-0' CLG. W.T. _ •ENTRY _ _ _ _—'—'—'---------'-----------'-- _ ' ----- SIP rrF. it II 0'-O'FIN. FLR'—'-- ---------------------------------- II I I -------�0 0 RIGHT ELEVATION BC,4LE: 1/4 . I'-0' TEXTURED FNISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA 0003325 a A a at sD:v at 210 ABBOTT PARK LOT #41 BLK. #9 PROJECT# 04181,000-41091 MODELt 4EHB "2605-HAYDEN" GARAGE 8Vr MG: RIGHT PAGE: RIGHT & LEFT ELEVATIONS t'K" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� INV OUTLET 20 AMP OMM HOLE IIOV OUTLET IWV` OUTLET O OF WTcMDTmW U ro ewTCH GFI nov OUTLET E41UPE7 aIEIIO FAUL Nmwpmt (TATEe RESISTANT TYF%) 22OV OUTLET (4) Wife! CON OCT10N -'CF'rSFR dEWmat UPO s(t FAULT aWTCN sWTCN 34AAY OPM COWTC14 4-WAY OF -ER I-0 a rkxt lJ 1.�nD COILING, LOW © LED CLG LOW ©vp LSD VA -Cm F"mw LIGHT O Vp YAP=rWDW LOW ORS[QSSap CAN eV11t4r. FAN I co" Raw Era PT. ` to R41/ I4.IGNf I C11'1 PEe SOL R. —TT reFEc'e Teo BY ® ( L J 2-SUER tIRAP AICI►O 2.04.0 YkeAT (OM(TJ LW At'E aleotlD 2'RLYOIWSCBI7 N KAIQPNICNW p V TRAM LOW f-AAEL METER 51701tE wreerde EtlT. !lJdC.1r E OR, 9IALL r4uNTRO TUTr. eAaK.ur Iw I Owmal Da1aCTCR EE,N ® 9/CO N OAREOMONGXM FOIE DaIK:T01t Of7'p NTeeomwe-TRD SHALL BE 11 D! CPNOT LESS THIN iSH 4' PIWM WALL FECANT LENT NATUR.IL GAD ► TRE•110.E JACK wATEe 11aATER m 111 EA"" DNGONECT 6 eaa Aw cN D1�60010 ROr FL_J TELEVISION JACK OWt O J•Bdf TO N C)ANCE I N OISDATCO MAJ HAIRED b SUCH FOR 3 MR gLN/0 FANLIGHT ro a IDANCE ED N To m pp lmm YY K40WA S rIAR1ao As elnH role MM t2nnn 24• 1140-MOWSCR1t LOW STRIP 7S• N.ANDESCOW r� LENT STEM 4W lNQANPN*CQ/T LWIT.TwN• —LIGHT we OPT. SECURITY lart"AD • PA PUSH-EUTTO4 roR CWIS USE FORT • LOCATION CP TV JAAMM 4 P4410141 OUTLETS 4 ►ANC TO BE VERPR D a NOMRON,ER PRE•OONSTIICTION MEETING` • ALL b 4 26 AMP MRtA C14 CIRICUM TO M AMC FAULT PROnCRD FEe ELECTRICAL. FROVISIOFN OF ewA • 20 /4'IP DEDICATED CNeWW. • OR s ISLAND (NOT ON K)TCHE4 CMIAT) • DIElW1NER OWCOIlECT TO BE LOOKOUT N PANEL • EATHFICO9 EX"*T F,w TO NAVE MN CAPACITY OF SO CM MMIrMNT PER ELECTRICAL FROVISIOS, OF SECTION MBOu A LAMIDNROOM GRCIIND • W FAULT CIRWIT.N1ElalfTER FRDTECTION FOR • U111111110 METNOOO SHALL M NCH METALLIC CABLE PINK ELECTRICAL PROVISIONS OF PECw A.TW SC (201712 • ALL WOW TO WMI-LY WITH REciRICAL FROVEIOE OF THE yam •TN se neml • Ta% CP LIG gm MIST EE ENEMY ®R1I TYPE PEe WWCAKNM 20n- 4th tTDrnbl RIAaAI PATIO r------ I I I 0 I DINING s ROOM i ROOM — — I PRE -WIRED CLG FAN I L GFI L / ♦\ SWITCH IN ♦��-- - CACHET I OUT /TO ZND FL. I ' I FOIQ ( SWITCH 9TIYR][fkT �l�[llil� a I I / ,, ♦, L I ` \ '• PAN. FE PRE -WIRED CLG PAN BDRM. A2 ' TA\\ 1 I , ® GFI a 44' / 1--P$. FOF OFF. ARAW � GFI 8/CO DOOF 1 I 1 I 1 / III III ♦� Fm i KEYLESS II 4� FIXTURE PRE -WIRED II / CLG PAW I FOYER GFI ll GARAGE @6 DOOR PREWIRE — — GARAGE I \\ BATH #2 I D /wLLARD AS REa PER SLOG. CODE - - _ PORCH--------------------� ------------ OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-m' I-3' I-3' \� I L I LED LIGHTING ® SINGLE LAV. CATNI2 WP Pane( MAN - A PANEL: 8J18 V4o crL breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu THNM & 148 Cu (G) in 1 10C. OR & SDTI AL THM & 1- R8 Cu (G) in 1 1)7' C. Wln ►OI• NK D on 1— dreuM dT" walp D A On aw Pal• wln n2 1 20 61Mar Rm ¢WGFIbr TW 1200 + 2 8 c 012 1 2 1 20 hiptWPump low 18P.8 s 4 Ia19 AA: C.U. 40 2 98 sp.- T e PANEL -A PANEL: 42 at bmsker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-R1 Cu ThVM & 1-R8 Cu (G) in 1 IR' C. OR 3-W2J0 AL THV M & 1- 00 Cu (G) in 1 U2' C. Wln P.I. w I wNta I ck.* I Q--K W.IW Deal Con Skr Poa Wh •12 1 m Sm.l W¢a +500I 1 2 9DW R.rpa 50 2 N 012 1 20 MKroa (Hood OF] low 3 4 nx 1 20 Sme Appr-.. +SN 0 0 46M Wdx Hqx 25 2 n0 912 1 20 Rdlipmftr 1500 7 9 912 + 20 RN M AFd 15M 0 10 1200 ds M GFI w 1 n2 n2 1 20 Bdk GFI R—ptul, 1200 1t 12 1500 Dlsh Ow GFI 2D 1 n2 014 1 15 F IHa AFCI ND 13 14 NN ow GFI 20 2 n0 4114 1 +5 Umng Rm, Lmd, Khhm, On Ue AFd 1Oo 15 19 IF.. 17 +s Ism W.A. GFI 20 1 n2 $14 1 1 +5 SDLCA)AFCI No /9 20 fON Dor 0w.GF1 20 1 012 Is". 21 m 1200 I Ext d0 Lt. S R clN AFCI 20 1 n2 n4 1 IS B.gown 921 B.I.roOin 92 m 18M 9N 23 24 ND OW06 Sub AFd 15 1 n4 n4 1 +5 N AFCI IN 25 26 SOD Oww's lhdtdo n AFCI +5 + 914 n4 1 15 15 e.aooin N/ k.045/9L lo9NCl WD 27t4o 1200 2rdlexlY/1TID2MM1YUlAus AlO 20 1 012 n2 1 .0-Cw r3. Oox xC#1 f000 79 10Iq cagrcls 20 + Hx M s ¢a s . a . s N S a T N 2 N A.H.U. eaWSKVAMN% 5525 N {1 S N. S— Lod .0 Nt to ddnwd Rqx Would dims l In 1760 279M Lad. Nt to d.tn.nd Aqx 111atlons / IW. Owand FactDr alcul sns: ABBREVIATIONS: APCI: ARC FAULT CIRCUR INTERRUPTER NC: NOWCONGDENTLd4D GR: WR D FAULT IMRRUPTER qd lo.A. 1¢ a.m.nd sax 455N Fht IODD0w 9100% +0000 RanWNn rAtle d40% 142N Taal A/C ba0 117N LOAD CALCULATION IS BASED ON NC NONHAINaDENT LOAD TRW C--.d LoN WO. 35M TOW Am YAW 1240 h 14a9 ...' Lighting a R���le Load Tad A/CS u.n I- 2805 Gmml LW B Rao 3 W I S. Ft. 7815 •W 3 ete5N7Li lt.t10D% 195 Om.,al 8010 Ck1aN Tofilv451b G ml LN A R.¢ Pend A 11 728 &)10 IET CRI 150 AMP ELECTRICAL RISER OGNOT TO SCAM aLICTINCAL MATMALS AND INSTALLATION& SN4LL GPI CO'PLY WiN MLaC1111ICAL PROVISION OF THE Pam !1!1 1) LOCAL CCOM, ANDALL LOCAL DOOM IRRIGATION OUTLET * auLL Of TYPE nwNrtNw uaase 48' AFF. Talon a am Big PROVIDE EO AMP 120440 VOLT. I PHASE SRCOTmARY- REC'n"CAL SERVICE. PROVIDE 19 COPFa! (CW N I-VM' CIA SCHEDULE W PVC CODUIT OR PROVIDE I r20 ALUTN2T (AL) N 2" CIA SCHEWLE SO PVC 0042UIT k&LEM eanvim 10 PI11110" D EY RE ELECTRIC COMPANY. COOIONATE ON Tw E.EC111K COHF-ANI' Fmom To 010. P CU. TNON • w U N 2• COOWr an I 7M CU N 2- CO OW. R1NAn ABOVE SORT • G%IP04ANOJ t70MENAT. SRIRVICE DNO0NNBM SYIITCN AND M A)'2• EO/)40 V0.T M aL wim MEIEe IN I F ASC NE U IR 9NCLOMM0 FAAEL TMJW41 E wwVlee E Thom adWR'E4T cAele TaEv+eION t1I1 W1011 womill I:! aaMR1"wL NnREYSTET SARONG nlf'INAL AT LOYI VOLTAGE CONYCTION 1 V W SERVICE QPIC ND OONiGnD TO CONCPWM OCAMD FOOTM STEEL Felt ELMOTPICAL SONS CP r1E MOM" SAV' Du. N S Fr LOW COPPER CLAD OIeQaO ROD 144E N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 j f j T a � � EVHDsv ale LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT# 04181.000-41091 MODZZA 4EHB /12605-HAYDEN'I GARAGE EWD9G: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 4 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES D$v OUTLET 20 MT SNGLE Faa [ICY OUTLET YOV OUTLET IO OF Om" ww TO swTCH �dri IIOV OUTLET EOYIFMD a WYMC MIL NIERIPrWR TeNerMNr TTFE) 229PV OUTLET (4) OM OONPIECTM yyp� GFI CUT MIWTfEtROOF T SWTCN S UITCN 3-WAY OPER �4 SWTCH 4-WAY OPER fi L Y14LI. HOIMED �f I. CEILM LIGHT © LED CLG LIGHT LED VAPOR ©Np PROM LIGHT O VP VAPOR FROM LIGHT OQ RIICSSSED CAN evSNT. FAN 1 MM PER SQ Ff. VEHT.MN IOM PEK$G. fR. VAIM FGa LI ($FECY TIED 0Y 2-MILD WROP ® L AR71SD ( $$LD) LL (SUI�ACE MNTJ AROSD 4' RYOIIMCENT p 1-p—n--o--a+ A 4' TRAM LIGHT Q PANEL g� METER O SD. rNGlw OnE 7oR miniuCK-Ar- MILHANICNINK �. WALL MOUNTED MATT. •AG[.Ir- SMOIQ DETECTOR SIC.Ui� ® $/i0 Cullum CO- OliQCTplt COM30 � m 64ALL ME A DISTANCE OF NOT LEA TI W 4' PMANr LIGHT LIB NAILPAL GAG ► T.LW%4" JACK WATER HEATER OMCOMtCT Milt w AIR CONDITIONNG ONICONIRCT SEE" Uma ON ►� iELEY1.lON JAIOK CE NG TO EE WPFCRIED N J O J- MOX MA� ABM OU014 FOR CELING soN CELRIG IMPLIGHi ro se MrFORTED N eF ACCKSD AS S I A$ surAl FOR 24' NCMNWK7R LIGHT STpw Dno 36' INCANDESCENT LOW M7w [fr,nnnnn 4W lIOMCESCMW LIGHTsnWP ROOD LIGHT OP(. sacUpIry IQYPAD HE Pa RwI-MUT(aN FaR amine usM row • LOCATION OF TV JACK$ A PHONE OUTLETS A FANG TO ISE YERlICD • WOMBOUNIN PIE-COTSTRUCTCH MEET3tl. • ALL S A 20 AMP SMA NCN CIIECWTS TO EE ART: FMLT PROTECTED PER lLEC711lICN. FlEDVIGIONS OF and iTY EDITION [2MM) A NEC 21M)2 2ATH EDITIGN • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFl • ISLAND (NO( ON KnCiEN CNELLR) • OISNUAGFM DISCONNECT TO EE LOCKOUT N PANEL • IMATHIROOT IDI NAST FAN TO RAVE MN CAPACITY OF s0 Cm NR TE9ER TIENT PELIOTItlCM. PIROVISIONS CF SECTION MSOIA • LAUNDRY ROOMRECEPTAC.E SHALL E! GIEOI►O FAULT CUWaNT-NTEREIP(CR PROTECTION FOR PEINSOMlL ON FEEDER$ • WRNG METHOD SHALL ME NON METALLIC CAMLE PER ELECTRICAL PIR VISIO'S OR RW& NTH ED [ MU • ALL WORK TO COTLY WITH ELECTRICAL PROVISIONS Q l7E FMDR NTH ED (2w7) III EIM AM • 1Af a LIO4ITNG MNST RE ENERiT ErFIGIBJT TYPE PER I I iL------------------------1 SECOND FLOOR ELECTRICAL PLAN SCALE: 114' • I'-0' LED LIGHTING ® DOUBLE LAV. BATH 3 NO LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 1441 N. RONALD REAGAN EL LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 �9 M O aunD><v at LNo'P: ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.006-41091 MODEU 4EHB "2605- HAYDEN" GARAGE 9WD9G: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • P-0' i i IL------------------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • V-0' LAY vm MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 Y 7C s avaD><v ae Lo'r. ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.006 41091 HODEU 4EHB "2605-HAYDEN" GARAGE BW MG: RIGHT PAGE: PLUMBING PLANS 160 MPH FXP. C V HVAC NOTES L ALL FICNANICAL IQ,BRlNT 69LL ISE PROVIDED WTH FTROPNR CLBARMLCK POR SElVICft PIER MFO. 2 ALL DUCT SYSTNPM INSTALLED N NON-C INDffkN0 AMA& mjW.OE C0MTR9=0 OP A VALLE OF NO LE" THS4 R-A RATNek ALL SEAMS SHALL BE SEALED WTN GLAAS PAD 4 PLASTIC. AND RMTALLED AS PER I = 61W EDITION (Wn) MECHANICAL BLD46 CODE SECTION SOD. A ALL PLEX DUCTS SNALL Bt APPROVED UL W CLASS 1 AIR DUCT AS PER NPPA WA 2-3J 4, PRESH AIR BRAKES MA&L ,. BB LOCATED CLOSER THAN W PT. R WM ANY CW"W OR V WT OUTLET. OR SOVA4RY MER VNI4T OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS AM" BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER PBC STN EDITION (20T) MECNMSCAL CODE SECTION •t S. 04CL.OND SU'PORT M ATFO" MALL BE CONSTRUCTED N ACCORDANCE TO POC STH EDITION (2011) L CODE SOD) -L BATFIRO0% CONTANNG OATHTIJ00 SHOWIW SPAS AND SIMILAR BATHES PDO RRBS SHALL OB tWAMICALLY VMNMD N ACCORDANCE W N PBC OTH EDITION (20IU MECHANICAL CODE SECTION 40L w ALL EXFLYJSTND BATH ROOPN; SHALL HAVE UNDER -CUT DOOM POR MAKE-UP AN TO BB IM71iND, TO BCUAL AIR EXIIAL07M. % ALL FM RATED CELN10 AND WAILS AN&L HAVE AN APPROVED FM OR PIIM/SMOKE DAI'r M LOCATED AT CELM OR WALL FINlTRATION AND SE SLEEVED W N ACCEN DOORS TO RESET DN'PNR ALL DAI'1'ERS SHALL BE NSTALLED TO MPG. RECOM BIOATIOdb AND PBC STH EDITION mn) PECHANIC& CODE SECTION SOT. W. GIMUJ* AND D!R!6lIM 0441 ' BN PROVIDED WITH BALANCM DAI PEW IL DRYER OOOSTER TO BB A PANTOW DBF BOOSTER PAN OR NCUAL PMT104 DBP NO DRYER BOOSTER CAPACITY SO LNEAR PLANT WTH MAX. SIX BLBOLIL AIR SUPPL SECURE STRAP TO BONG CONDENSER W/ (2)-3/I6'X2' TAP0" UNIT WD ROLL STRAP ellSIMPSON OR EQUAL AIR HANDLE' SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB4 'SXI 114' SHT. M. SCREWS CONDENSER UNIT PLA'FOR CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FiROM STRICTURE ATTIC LEGEND ® SUPPLY AIR 04PPUSER 19 RETURN AIR GRILL ® SY24WALL OR I BAY D!lUIBR SOLD LINE* WPFLY TRUNK MINX N LINE• FLMM TRIM 1 BAL AMM DAPPER OR OW 0 CELNG EXHAUST PAN CELIND EXHAUST FAN 4 LOW O/A OUTSIDE AIR m THERPIOSTAT m PASS-THWU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O �-EXTERIOR WALL AIR RETURN y SUCTION AND LIQUID y REFRKsERANT LINES y EXTERIOR WALL yt3�/�4'VC CONDENSATE DRAIN LINE yLEEVE TO LINES BELOW SLAB TREFRIGERANT LINES TO RETURNCONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER PBCR &TI-I EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. � � OR WALL COWTERSUNK C.O. PLUG BRAGS PLUG �'—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAWEC FLOOR SLAB CLEAN -OUT (TYPN� PIN. GRADE OR PAVING SEE OPEC. I,-S'Xa' CONC. FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN —OUT (TTTTTTTTY ----------- . . I I I I Dj�&�avvvv�x I FROM OM LI�IDIG FBOOM ABOVE BEDROOM 112XB 2 I�-------+---------- — 1 12XI2 Im --_--- PASS r �I �I THRu BATH i2 °II------------------------ iliaY KITCHEN STOR. I PANp � 7�T I � . ;------- i� p 12X& — m. — �\ 8' S/A �♦ III 1 FROM `\\ ABOVE III FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 • P-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 J Y ww r� a M W 40 2 SUDDIV. de TAT: ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.006-41091 MODMIA 4EHB "2605— HAYDEN" GARAGE EWINTG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN %160 MPH EXP. C DA 8/15/20 SCALM: 1/4"=1'-0" SHES.T M1 e i----- - - - - ------ - - - - - I SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN 81 LONGWOOD,FL32780 PH: 407-774-6078 FAX 407-7744078 wwwsbdesigngroup.00m L AA k: 0003325 Y g SvsDM de LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT/ 04181.000— 41091 MODZU 4EHB "2605— HAYDEN" GARAGE 6WIN a: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C aMAb A A090CHAM L AR NO 93M j 1' 6/15/20 DATE: SCALE: 1/4"=1'-0" MEW= M2 2X4 TOP PLATE PRE -FAD TRUSS V2' CLG. BOARD 1/2' DRYWALL —^tom • r SECURE DT. — PLATE TO SLAB W/ Wd MASONRY NAIL a 32' Or - MAX 01.m. FIN. FLR 2X4 WOOD STUDS a24' OG. BLAB NUIE: 0IUUt) IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (2)TYP. INT. WALL NON—BRG. D1 WALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905)U ON J' O.S.S. SHEATHING OR I' COX 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' 9/S' GYPSUM DOA OR 1/2, HIGH STRENGTH CLG. BOARD ATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I'-0' PER ELEVATION 7TYP. O.H. R-4.1 INSULATION � �WINDOW ATTACHMENT AS PER MANUFACTURESSP SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRUJG� STRIPS a 24' OTC. B' CMU —� V2' GYP. WL. BD.� WOOD SASE 0'-0' FIN. FLR a ,a a 4 W/ WINDOW OPENING r� b' DIA. SLEEVE, DO NOT CUT WIND OEAM NOT GUT SOLD GROUT THE WIND UV (I). 'S BEAN (2) COURDE - FIEDARS A PIPE THROUGH BOND BEAM SCALE+ W4.1'-10' FIBERGLASS SHINGLES OVER G30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.0 ON J' OAJS. SHEATHING OR p 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 0'-0' FIN. FLR e B TYP. WALL SECTION NO OPENING NOTE; PER SECTION WD.1.1 - FOR ROOF O 5 1—STORY HIP BLOCK WALL (2) LAYER ERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 i' P�o amw rox ou uia ,cm r am. N_ W. OW aw 28 GAS LINE THRU BLOCK vr.r-r FIBERGLASS SHINGLES OVER G30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW53J ON J' 0.6.0. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS a GARAGE DOOR JAMBS D1 SCALE: 11/2'■I'-0' i-2X4 OFF 24' O.G. MAX.---� SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRIM CONY. 2x RAT RUN SECURED PER // STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT_A PORILAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR L , d a' ISM a a ' 4' n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' Or- 1/2' GYP. UA.. SO. WOOD BASE FIBERGLASS SHINGLES OVER 930 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.1.1 ON J. O.SD. SHEATHING OR;' CDX PLYWOOD SECURED PER I.-®. FASTENER SCHEDULE TYP MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED `-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU J 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING r6-�l—STORY GABLE BLOCK WALL 21 SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774.6078 FAX 407-7744078 W W W.8bdesigngroup.wm AA P. 0003325 Is 0 BUDDIV. do 210 . 14 ABBOTT PARK LOT ##41 BLK. ##9 PItOJT# 04181.000-41091 MODMI. 4EHB "2605— HAYDEN" OARAGIC OWING: RIGHT PAOL': DETAILS 160 MPH EXP. C DAM 6/15 8*1zw D1 1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER B0 FELT PAPER OVER'30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RTi05.l.1 PER SECTION RS05.ii ON I}' OAXL SHEATHING ON J' OA.B. SHEATHING OR i' COX PLYWOOD OR 8' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE -END WD. R PRE-ENG WD.TRU88--- 24' OTC. MAX LEA 24' OL MAX METAL DRIP EDGE METAL DRIP EDGE—� BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER—/ vENTEO I -m CA. 5/6' GYPSUM BOARD ELEVATIONS 80FFIT TYP. OR I/2' HIGH STRENGTH CLG. BOARD VENTED—/ I I Ix2 FIRE -STOP SOFFIT E R STRUCTURAL STRUCTURAL 4.1 INSUL. REFERENCE—/ STRUCTURAL I I w J WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT p.,tt GLUED AND NAILED AS PER NAILING I/2' THICK 2 COAT�� PORTLAND DEMENT > SCHEDULE PORTLAND CEMENT PLASTER APPLIED J PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R DO FIRE -STOP LEVA ION IX2 FIRE -STOP --' SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION S/S' GYPSUM BOARD OR 1/2' HIGH{ STRENGTH CLG. BOARD oLnR IfIELEVATION IX2 FIRE -STOP DQ FIRE -STOP R-4.1INSUL. Q > w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT V!' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT DIRECTLY TO STRIPS • 24' D.C. PLASTER APPLIED DIRECTLY TO MASONRY 8'cm MASONRY 1/2' GYP. WL. BD. WOOD BASE DO FIRE -STOP DO FIRE-STOP— O.N. w d) 6 G v 15ATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/S' GYPSUM BOARD OR 1/21 HIGH STRENGTH CLG.DOARD Ix2 FIRE -STOP lit-4.I NSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R EVATION foL R LEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. I50ARD R-4.1 NSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm 1/2, GYP. WL. BD. WOOD BASE e e a � E l L 4: 4: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' i"i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77440178 www.abdosigngroup.com 6. AA N: 0003326 3 BUDDIV & LOT ABBOTT PARK LOT #41 BLK. #9 PIlGJECT* 04181.000-41091 MODEIa 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C im 2X6 P.T.. CANTER OF DOOR WEA MA ORCUP00 W/ (1) N' X S' J-80LT W) 4' MK A'DEDMAR SV 2' X 2' X W W46141IR 4 M)T OR WV (2) V2' X S' ANCHOR DOLT6 W) 2' X 2- X W WASFEIR MIT SECURE 214 ON AT TO ILK ® PLAT UV MASONRY NAIL& 2X6 GARAGE D=LUCK 6EaN= W(S) V2' X S' J•DOLT 014 ANCFIOR ® BOLTS, W 4- MN. 8'01110 RNT, aV 2- X 2- X W' W48/6!R 4 MIT. (U WTHN W OF TOP. (U WTHN S• OF THE DTM. (3) EVA4.Y SPACED. 10 Im m m NOTES, ALL ANCHORS SHALL 8E N ACCORDANCE TO MAMtACTURERb NSTALLATICN N6TR)CTIOW WHERE A: rdaT Tt-je eee � e T GARAGE DOOR 1 BUCK ATTACHMENT 4n-• ". N••PI B' CNN Jf' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THIRD FRAME 4 EXTEND I-Y4 INTO 15LOCK El W/ )W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 A B TO B CK +3 0R +5 E: KT . 2X4: m SECURE TO BLOCK W/'J(4• TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 ID'Or- MAX SPACING. 2X6:m SECURE TO BLOCK W/2-Y.' TAPCONS(MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 B• CM W O.C. MAX SPACING. V DRYWALL 2X8,m I'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W12-14. CASNG TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) =14 TO 2X PER WITHIN 8'OF EACH END 4 MANUFACTURES DETAILS. 18' Ot. MAX BPACING. 119 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4,) DOOR JAMB TO BLACK +1-1 2' n WDWglR To BLACK +1 N.T.S. 2X4m SECURE TO 15LOCK W/ ,• TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4-) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON"STRUCTURAL'1G' TAPGONO TAPCON MIN. I-Ys' (MIN. SHANK SIZE J45 EMBEDMQ4T INTO BLOCK. MIN. HEAD SIZE 300 GMU MIN.Ell DMENT I Y4) WITHIN W OF EACH END 4 • DRYWALL 18' O.G. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8:mn SECURE TO BLOCK W/2-V %' OSD. X 4' MIN. TAPCONBNK DOOR GABMG (MIN. SHASIZE .149 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. M. O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO C MDON B HIACK+1-1 8 +1-i6" CALF+ N.T.S. 2X4.m SECURE TO BLOCK W/ Va' TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-ii' NON-STRUCTURAL TAPCONS TAPCON MR 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 B. CMU WITHIN 6' OF EACH END 4 JS• DRYWALL 18' O.G. MAX SPACING. 2X84s ❑ I'X4' OR I'X2' P.T. NAILER SECURES W/ TO BLOCK 2-V&' CASING TAPCON (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMD OR WINDOW MIN. EMBEDMENT I Y49 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB 1Do NOT EXCEED Y4) DOOW$" D=wT OLLK2Z BOCK+1%n \,VDCALE. N.T.S. 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦')E: WITHIN 8' OF EACH END STRUCTURAL 2X IS' O.C. MAX 81'ACMG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE 15LOCK W/2_%.NON-6TRUCTURAL V-' STO TAPCON MIN. 1-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 • cm MR EMBEDMENT IYi) DRYWALL WITHIN B' OF EACH END 4 IV O.G. MAX SPACING. El 'X4' OR I'X2' P.T. NAILER 2XID n SEATO BLOCK W/2-%* DOOR CAGING (MIN. BHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. ?MANUFACTURES DETAILS, ND164NM AbI WMR* d 0MDN PCM)) DOOR JAMB TO BLOCK +3" E ALE: N.TS. 2X4m SECURE TO BLOCK W/ IJ(r' TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.G MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Yo' NON-STRUCTURAL ' TAPCONS(MR SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') 8• GMU WITHIN 8' OF EACH END 4 Jl• DRYWALL IB' : MAX SPACING. 2X8:m PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK 2ND 2X SECURE TO TAPCONS(MM. SHANK 811E K SIZE STRUCTURAL MEMBER 145 WK2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO W O.C. MAX MIN. EMBEDMENT 149 OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3' FIf TO BLOCK +" E. N.T . 2X4m SECURE TO BLOCK W/Y♦' TAPCCNB(MR SHANK SIZE 145 MR HEAD SIZE 300 MR EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6Na NON-STRUCTURAL )W SECURE TO BLOCK W/1-1/4' TAPCCN MR I-Y4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , CMU MIN EMBEDMENT I Yi) V DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XDs ❑ SECURE TO BLOCK WA-1/4' ](4 OSS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACNG. MANUFACTURES DETAILS. NDT4 MM N NmRD M ILA JY� fD0 NOT CCNaD 4,'1 DOOR JAMB TO BLOCK +3-T/18" G 7/IN R TO BLACK +3-7 IB' 2X4m SECURE TO BLOCK W44" TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8" OF EACH END • NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 11(a' TAPCONS TAPCON MIN. I -A' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') B' cm WITHIN B' OF EACH END 4 YWALL IVOr- MAX SPACING. R VX2' P.T. NAILER 2XBmSECURE TO BLOCK WA-1/4' X 4' MIN. TAPO" L�W CASING(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN W OF EACH END 4 TTAC 4 TO 2X PER IB' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMD (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' �11A4D0W TO BLACK +3 3/4TO BLACK +3 3/4' E. TILTS. 1441 N. RONALD REAGAN BU LONGWOOD,FL32750 PH:407-774-60TO FAX: 407-7744078 www.abdesigngmup.com L AA #: 0003325 d 94 94 u7u of io 4 a rN M tMDIv 4 LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECTUI# 04181.000-41091 MODELa 4EHB "2605- HAYDEN" GARAGE Mlr/ING: RIGHT PAGE: DETAILS 160 MPH EXP. C JU 'oRU'T 8/15/20 aCAL,E: 1/4'-f-0" S*MC= D3 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT, SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R3 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8- R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 F8CR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30YEAR 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/10/2020 d N. RONALD REAGAN GO LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abtleeigngroup.com AA #: 0003325 WY a 8VBDM Jk LOT: ABBOTT PARK LOT #41 BLK. #9 P1oJECT# 04181.000-41091 MODEL 4EHB "2605-HAYDEN" GARAGE 8WDVG: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C OLF0.P WIYO.R.A OL FO.D taYAT) - PT.A Y. MAN - Ff. a a CEAE - rr. c OL FOLD NMRf a FR. A 1 OREAE . R. a F0.D • Y • ® L FOLD IalAlb a ►L A i 01RAE a FT. a 1 CRIME R. c w FOLD FR. c o an F4. a ML Ff. c Td101Y barTom r 0 FLomm 'L'"°' Gap TIONf EAl_ FOLD, 212 am02. IT THICK ! COAT CEMENT MASTER mewA Vr 7 COAT CE"M PLAOM (O+u uRS LAYER a. FORMN" EUILDSIO FAFER mat ONLY) MINE LAYER % 67LGC0 ~m 4m OLY) "'As" R.42mm ME N.TNRIYSO Ai sORTOM Q _ R)CF - ® KIC KO UT DETAIL WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER arxxmiei L SCREED 5'X5' 'L' TYPE CONTINUOUS j-r GALv. METAL FLASHING(NAIL TO ROOF DECK, NOT WALL SHEATHING)CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT RNT �— ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (UWRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-013, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) F IN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigntroup.com 0: 0003326 INN O i IA BUDDIV. eBBOTT PARK LOT #41 BLK. #9 PROJECT# 04181.000-41091 HODELa 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LUR5 LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) It STUCCO FINISH Co' SELF ADHESIVE OVER TOP to SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP t SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER:QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'CUICK PLASH' A VENT PENETRATION SCALE N.T.S. ELEC. METEI 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 (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #3 WRB LAYER R2, FORTIFIBER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-7748078 FAX 407-7744078 www.abdeslgngrGup.com AA 8: 0003325 g �y m 54 [StMDIV ae LOT ABBOTT PARK LOT #41 BLK. #9 PROJECT# 04181.000-41091 MODZI1 4EHB "2605-HAYDEN" OA.P_& Z 8WMO: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C in ,J DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ ]BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA f: 0003325 a A 0 s evsDlV ee IAT: ABBOTT PARK LOT #41 BLK. #9 PIDJSCT 04181.000-41091 MODZU 4EHB "2605- HAYDEN" GARAOS arllNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ol ,r BEYCNO WOOD 61EATMM3 UZAT1ER PE"TNE MAIIMFt 9 UFATHEER R 1f4EVOTIVE PLASWNG S' GELF-AP ERNS R-ASNSIG f O ISISTNE STARTER STRIP / \� \\ REVOTNE I \ 61 � •APFIEIMKaIaERRK+ \ GALVV FETAL �'ZFLAOMM an AL F ' • ' I•LASMMO WDODST•NM CASM 1 \ / x I TRn OR APPROVE QAfiM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-0% MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA N: 0003325 t AN J � 6 IA BUDDIV. ABBOTT PARK LOT #41 BLK. #9 PROJECT* 04181.000-41091 HODEIc 4EHB "2605- HAYDEN" GARAGE 87RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 4 i IN —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA wRAP I\ I\ I\ 1 \ 2X6 51,16 1 \ METAL FASCIA \ � WRAP Ya' FROM \\ I STUCCO, IFROM WOOD WALL \\ \\ EXTERIOR WALL \ (FRAME OR CMU) \\ `\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ 1 \ DRIP EDGE 1/8' TEXTURED FINISH + WOOD 1/2' TEXTURED FINISH a CMU ®ELEVATION ®PLAN A 1/6' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH •CMU METAL LATH t � WRB LAYER 9, STUCCO WRAP(FRAME ONLY) WRB LAYER 52, FORTIFIBER BUILDING PAPER (FRAME ONLY) ct1 ROOFING CEMENT DRIP EDGE © PLAN B rl METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i— I'1/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH ® CMU / 2xb SUB -BAND W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x `fix x x x x SUB BAND DETAIL ® WALL W/KICK-OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED t-11N. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 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 e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdaslgngnup.com AA N: 0003325 Y o ouuDIV a LOT: ABBOTT PARK LOT #41 BLK. #9 piton CT# 04181.000-41091 MODZIA 4EHB "2605- HAYDEN" GARAOS 8WING: RIGHT PAGZ: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. G If TE-1 28'-T 3'-8" 60 I •- I TOP OF�SLAB -am I- w 4" CONC. Iw- g SLAB 3 LuIt I--------- FM-18x18— —1--- I ---4—� II 111115'4" 10'-(r 11'-8" 2'-9" li li 4" PVC CHASE 4 I� ii rol IA ' b o,_lO" fV A I I iI jt t0 I teL_ TOP OF SLAB i cn 4 ii LL I U U I N 11 00 II I i I 20'-5" 7'-5" 11'-10" LL 9 i i�—i—L CW-12x12 1.1 _ 11 i i I V # Llf I II 6 I O 6 11 F-2 4 0 11 1.1 1.1 I 'R M N m NO LLIIZ IIg C�3Lr,Lx 1 - id W 1�N g LL Niiy Q11_ in Y O cn I I U11� U 11 ci I UP TO 2ND FLOOR iv 'pa. �IIw I (FIELD VERIFY n 8 EXACT LOCATION) Y n 1. 5 3-0, 0 tl 9,_5, 9,_3, 9._0, 2,-0, 9,4. 3 N �I I * #3TRANSFER STEEL( I $ I 24" O.C. MAX UI y �@ 0'-0" FIN. ELEV. N I R t 1 I FM- 16x184 j2'-lb. 0 I q m a _m I� q a L — — — _ FM-16x18 — — - L---- FM-12x18—-- `qN Y q FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0•, 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.GINDICATED #6 BAR, GINDICATES #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 (#5 = 30•, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm 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 } 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, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W 1 AXW1.4 OVER GENERAL 31/2" 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 181, - (2) #5's (+)0-0" FM-16x18 16" CONTINUOUS 18" - s + -0" FM-20x18 20" CONTINUOUS 19, - s + •-0" FMC-18x18 16" CONTINUOUS 18" - s - VARIES CW-12xl2 12" SEE PLAN 12" -7703 s - + 0"-0" CWC-12x12 12" SEE PLAN 12" - s - VARIES F-24x24 24" 24" TE-1 6" SEE PLAN 8" - s - 0"-4" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 ww W .a bdasigngrou p.com L AA #: 0003325 Y avaaiv. a L102 ABBOTT PARK LOT #41 BLK. #9 PROJSCTAI 04181.000-41091 MoDzu 4EHB "2605-HAYDEN" OAM&GE 8WING: RIGHT PADS: FOUNDATION PLAN 160 MPH EXP. C 18 02 P.Dr 6/15/20 DATM acALM: 1/4"=1'-0" SIiSST si 30" MIN. EACH WAY MONOLITHIC FOOTING } i,' ♦ .p z g STEEL REINFORCING IN GROUTED g _ GROUTED — G CELL SEE PLAN FOR SIZE AND a G > CELL SESTEEL E FOR I CELL SEE PLAN FOR SIZE AND ° v y O I. I- SPACING REQUIREMENTS �U SPACING REQUIREMENTS .-le- P�•._ tI •; �..r`_. /� GARAGE DOOR w W ...° [L/ RECESS w 0, 2 8" CMU WALL O 8" CMU WALL I , . p CORNER BARS, SAME SIZE AS BAR W w 8' O io Z v IN FOUNDATION WITH 30" LEG EACH f W V *- TOP OF SLAB ° WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS U TOP OF SLAB ° SEE SLAB SCHEDULE 1 _• VARIES MATCH AMOUNT OF CONTINUOUS BARS °I I CURB FOR MASONRY EXT. PORCH SLAB BAR SIZE 48 BAR DIA 4" CHAMFER 1STORY) ( EXT. PORCH SLAB 1� TOP OF GARAGE SEE SLAB SCHEDULE - I °"v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '� b' UNITS SET AT ELEV: W/ 1/2" ISOLATIONL -, JOINT (NMERE 6" CHAMFER (2-STORY) #3 18" #4 24" W/ 1/2" ISOLATION 4" CHAMFER (1STORY) • 6" CHAMFER (2-STORY) .. 0� APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE APPLICABLE) i EE SCHEDULE Z A WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 38" FOR WxD, BAR SIZE _ DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING %2_'�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=V-9' @ GARAGE SDALE:&a°=r-o" 3 CORNER BARS DETAIL (D229_R��SCALE: &4'=1'-0" LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE > N NEW REINF. BAR BTM. PLATE TO BE PT. O 6. SECURED W/ 2- PART a 5 PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED EPDXY. MIN. EMBED SLAB WI10d MASONRY GALVANIZED PIPE Q 8", LINO NAIL 16" O/C STAGGERED. W/FLANGE @ BASE O FOLLOW ALL MANF. ADDITIONAL METAL SPECIFICATIONS FOR Q CONNECTORS NOT ai USE AND I REQUIRED WHEN NO b H m PREPARATION OF v U UPLIFT IS PRESENT. SECURE FLANGE TOLq Z HOLE. SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 2 1/4" °�q� O O + 0' 0" TAPCONS Q� TOP OF SLAB Q' 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) ; e EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC4FOUNDATION 8 SCALE:&4"=''-a' (NO UPLIFT) LAP TOP PLATE A MIN, OF 48" ��y AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 1 NAM LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z El I.H WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE g0 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL yq SPACING REQUIREMENTS 16" O/C STAGGERED. ADDITIONAL METAL m W U CONNECTORS NOT 14 REQUIRED WHEN NO K IL Z S" CMU WALL UPLIFT IS PRESENT, POURED LINTEL CONT."PJ 8" CMU FILLED CELL (TYP.) o °--0' TOP OF SLAB °0'-0' q TOP OF M SEE SLAB SCHEDULE AM 2X WALL FRING q • • ° 0• OF SLAB '4- 112" DIA. SIMPSON STS2 BOLTS S' MINIMUM EMBEDMENT INTOR#3 GROUTED CELL, 4"FROM ENDS AND SEE SLAB SCHEDULE CHAMFER (2STORY) W q . 48 BAR DIA. > q O4P WXT SOLATON�,-4' 6"CHAMFER (2STORY) 18" U16" O.C. VERTICALLY MAX JOINT(WHERE 24"APPLICABLE) ZMATCH STEEL 30"REINFORCEMENTSEE SCHEDULE 6"PVC CHASE pER SCHEDULE �OR 8" PVC CHASE THRU FOOTING WxD, BAR SIZE THRU FOOTING 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD'BAR SIZE ANDBARQUANTITY PVC CHASE PER SCHEDULE (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING 1 SCALE: 3/4"=V-0" SCALE: &4"=1'4" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774$078 FAX: 407-7744078 W ww.ebdesigngroup.eom AA 0: 0003325 J N 6 r� 4 y�p�y5 a ABBOTT PARK LOT #41 BLK. #9 PROZECT# 04181.000-41091 MODEL: 4EHB "2605-HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com L AA 8: 0003325 atmDIV. at LoT: ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181,000- 41091 MODaILa 4EHB "2605-HAYDEN" GARAGE BWMCF: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-V TIE VERTICAL REBARc TO HORIZONTAL Z REBAR W/ 10" HOOK GROUTED BOND BEAM �v -k VARIES PER ELEV. Z e . .e : iv O CLEAN OUT REQUIRED FOR INSPECTION m , n e I TIE`/ERTICAL REBAR TO HORIZONTAL REBAR Wl 10" HOOK 8AR SIZE 46 BAR DIA. Z #3 18 > #4 24" 0 #5 30" #T 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3!4"=1'-0" W6IL S :3 NEW REINF. BAR K U) SECURED W/2-PART J EPDXY. MIN. EMBED I g 6", UNO FOLLOW ALL MANF. N m I SPECIFICATIONS FOR x USE AND PREPARATION OF THOLE. STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS BAR SIZE 46 BAR DIA. METHOD 24" HORIZONTAL/VERTICAL #5 3' REINFORCING «� 36" 2 #T 42" SCALE: 3/4'=1'-0" #5 BARS Eli_ 1T -0 CMU UNIT DIMENSIONS A m ARE NOMINAL SIZES MASONRY SYMBOLS J SCALE: 3/4"=1'-X 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-774-4078 www, brgngroup.com AA #: 0003326 g d lie 4 aysaiv A. LO ABBOTT PARK LOT #41 BLK. #9 PROJECT/ 0418 .000-41091 HODMA 4EHB "2605—HAYDEN" GARAGE MrMG: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DP.8SCWPTION REMARK 0 (2) 2X8 BEAM SCHEDULE OZZUM 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 (PB1) ZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SB1 MASONRY 3000 806 (1)#5 0)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID I "CAST-CRETE" SAFE LOAD TABLES I SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1N18 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O°6 3'4" (42-) PRECAST 2231 V4" 14N9 PRECAST /998 4'4" (54") PRECAST ism S4" RI49 PRECAST 1217 9-Ur (/S') PRECAST 1082 94" (7C) PRECAST 999 r4" 618') PRECAST 743 9`4' (11r) PRECAST 994 194" (1291 PRECAST 478 11'-C (1391 PRECAST a9z 12'-W (144') PRECAST 337 1S4" (1W) PRECAST 296 1r4" (181 PRECAST 279 11b' (17w) PpErME88ED N.R. 1B4" (1847 PRIEFIRESSED N.R. 1r4" PM PFUTFOSED N.R. 1S-C (232") PRESTRESSED N.R. 2114" on PREBIRESSEO NFL 27-0" (MV) PRE N.R. 2P4" � PRE NR Km m�mi o■zmm000vi oo�omom 00��0�0 oo�omo� 0�00�00 momo�oo ®m000v m®ovoov ��m000�ca �m000�o 0��0000 O�m0�r7"�1.Q oo�oomo oomoo oommo�o ot�mmomt oomomoo 0©00000 a�000m0 D��m�00 00000©© ®m�O�Om o©oa�■000 ��Ommmm 0m0©�0m ooa�a�ooa� 7n I Ep 1 410 1 404 I U4 I m I tm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFlCATRDNS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MA SAFE GOAD ANSIP61SA I SAFE LOAD - POUNDS PER LINEAR FOOT S4" (42') PRECAST 1025 1024 1595 V4" (4:n PRECAST ra f49'1 PRECAST 708 78S 1308 ra NB'1 PRECAST r4" (547) PRECAST 602 591 1073 4'4" (541 PRECAST B4" (647 PRECAST 411 411 745 @4" PC) PRECAST 5.10" (70') PRECAST 340 330 810 5.1W (In PRECAST 64" (7111 PRECAST 5117 721 49D 94" (78") PRECAST r4" Mn PRECAST 424 534 303 r4' ND") PRECAST S4" (112) PRECAST 320 512 230 rw (11r) PRECAST 184" (12r) PRECAST 284 401 100 194" (12r) PRECAST 11'4" (13r) PRECAST 200 452 154 ,7'4• (138n PRECAST 17-W (14r) PRECAST 244 402 137 174r (144') PRECAST 113'4" (16n PRECAST 217 324 110 W-C (lW) PRECAST 14W (10n PRECAST 206 213 100 1r4" ('I89") PRECAST 14'4" (171n PRESIDED N.R. 284 91 11'-r (178") PRESIREB 164" (1840 PREgMEBM N.R. 269 83 1S4" (181') PREBIRES 1r4" OW PREB7RE88ED N.R. 194 64 1r-C (m9") PRE81RE8 1V4• Mn PRE8TRE8BFD N.R. 148 62 1V4" mn PREFTRW 21'4" Mn PRESTRESSED N.R. 125 42 21'4" 12M PRESIREO 274" (2M") PA687RE88ED N.R. ,18 40 274" W) PRESIRES 24'4" Mn PRESTRESSED NR 91 33 24'O" mn PR681RE8 (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCT8 BY OTHERS TO MEET OR EXCEED VALUU STATED ABOVE - PROVIDE 98MAUM C OF BEARING PAST EACH SIDE OF WINDOW OPEMS2 PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 0 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J Y O M s k O aUBDM & LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT�T 04181,000- 41091 MODEU 4EHB "2605— HAYDEN" RIGHT PAGJL* FIRST FLOOR LIFT BEAM PLAN AND NOTES %J60 MPH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 7.... #5 B 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 BOND BEAM -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3l4"=1'A" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED WI GROUT U = UNFILLED 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 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. ✓IDTH # OF 0511, IN 2ND BOND BEAM COURSE ��-16-1T/l / BNOMINAL� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF RS'S, BOTTOM AND XFXX-1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1 MVOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- IT/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .a 31{4" 4' WINDOW SILL = � 'SLOPE a M TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 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 CHANGE IN ELEVATION OF BOND BEAM BOND BEAM 1#5 TYR B•x16" BOND BEAM g 1#5 8x16 DBL BOND TOP OF BEAM WI 0) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/ (1) #5 BAR .ti _ BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL, SEE NOTES Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING -2" BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS T— . WDDOBECM MrSOVACN8 E. =Y MIN, 2 r MAX s. = 2 }" MIN, 9" MAX M214 & =1 }"MIN, 2}• MAX }" MIN, 2 }• MAX d. =2" MIN, 2 }" MAX x. = 2 }• MIN, 9' MAX (2)2d & =1 }'MIN, 2 }' MAX MIN, 2 }" MAX d. =Y MIN, 2 }• MAX W=2}•MIN, 9-MAX M2d 4 -1 }• MIN, 2 }• MAX e. = }' 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: 4 = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS a. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 S O eusDm AO LOT: ABBOTT PARK LOT #41 BLK #9 P1tOJSCT# 04181.000-41091 MODEU 4EHB "2605— HAYDEN" CAP -WE DWINO: RIGHT PAd)6: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/T HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE a BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X"x5 j2") SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r- - - - - - - - - FIRE I RIL�S 0�� ) L _ — — — — — _ J FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I PLYWOOD DRAFT STOP � PRE-ENG. FLR. JOISTS 11��I II rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS Sm TREK SDSI FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" [JOIST 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003325 SILJHDIV. ag LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT# 04181.000-41091 MODEZA 4EHB "2605- HAYDEN" GARAGE OWMG: RIGHT ]PAGE: FIRST FLOOR FRAMING PLAN 160 H FAC 41) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 10d x 1 J" NAILS TO TRUSS (2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 4" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3) 46d GALV. COMMON NAILS. 1x2 SECURED W/ IOd GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", S", 8" x 4'-0" MAY BE ADDED W110d 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:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ - GIRDER CONNECTOR(S) SBBEB BKOmmDCK TH KMS 4600 3/4"WOODPANELS 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 IJOIST 5M" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE (JOIST 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. BO. I -JOIST CONNECTION @ L.B.W. Y SQALE:3/4"=V-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD HOLE EDGE >5/8" 01 OLE DIAMETER < 315.0 DBL. STUD STUD NOTCHING �1 AND BORING LIMITS ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 -� TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ IDd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \.—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)?" x 5" TITEN HO TO CMU AND (12) BOB 4" x 2 }'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS 4' x IX2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)1Ed C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) } x 67ITEN HD TO CMU AND (18) SOS 4" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) - 8E#ES ffiammm 1HOOM 4500 3/4• WOOD PANELS 8000 (2) VT WOOD PANELS 60 (2) 12" WOOD PANELS 90 2xLUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A,B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-0" A -SIMPSON IUSI S1/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)1Dd GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 314'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'" WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3l4"=1'-0" F-17 MAX (W/1X4) OR 10'-0" MAX (W/2X4)) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 iW' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1x4 DIAGONAL BTM.CHORO BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM, CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C �� END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECUREO W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD IL INTERSECTION TYP, BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24'MAX.w/(JOIST S* END SPACING 8" MAX. END w/(-JOIST TYP TYP P. ACIN SEE RAMINGPLAN NO OF AMX x1A% MA% LEDGER BD. iR" EXP. (2) 2X8 SYP P.T. W FROM (2) 2X12 SYP P.T. 3/4• EXP. BOLT/J-BOLT W/2• LEDGER BOARD LEEDOERBOARO TO BOLT/J-BaT W/2' WASHER s 5 V2' TO B I1 0 S7 1. ENSURE THAT EXP. BE USED WITH (JOIST MIN. HER & 51(IYP) MIN. EMBED. (IYP) SOLT9/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. FRONT Eli El 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-0. s7 m 3. ALL BOLTS TO HAVE WASHERS (2) 2X72 m 4. EXP. BOLTSIJ-BOLTS SHOULD SYP I NOT BE ANY CLOSER THAN 6' i O/C. i CONTACT 5. ONLY T (REAR IN DIRECT ` m � (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE ENOBPAGNO CBiIRALBFACSD A DOUBLE SYP 2X8 117 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE: 3l4"=V-0' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) "X" BRACE W-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 (ASPER� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2z4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77448078 FAX: 407-774"4078 www.abdoslgngroup.com L AA #: 0003325 w g j rill 4 sUDD:v Be I,OT: ABBOTT PARK LOT #141 BLK. #9 PROdECTLP 04181.000-41091 "ODICU 4EHB "2605— HAYDEN" CIARAGZ awsNO: RIGHT PACE: DETAILS (I —JOIST) 160 PH EXP. C SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING ,opa ­ EACH END (JOIST J LVLJ PLATE STRAPS W/.1Od x 1 .11 ,2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0"O.C.(AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3I4"=1'-0" 8"CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ - MASONRY NAILS 0 12' O.C. iX2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U < 880 LBS W/ (14)1 Od GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS Wl (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE i Odx 3" #8 WOOD SCREWS ' 1 x 2" LONG Q 3" O.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN 1 I Ije-3/4" SCREW PATTERN I WOIST (SEE FRAMING PLAN) DBL 2X12 SYP 02 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE 20 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 i1rlith1:A91 MI s. SECURE ST. PLATE TO SLAB W/ 12"x8" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. @ 16" OC MAX. 9a gb TRUSS CONNECTION L.B.W. SCALE: 314"=l'-0" #8 WOOD SCREWS x 2" LONG 3" O.C.; STAGGERED ASSHOWN 1 OBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN PER ELEVATION &-3/4" 8CRE�W PATTERN OR T f � l DIST (SEE 2x4 P.T. CEILING 24tLAFRAMING PLAN) NAILER W/ MASONRY NAILS G 12" O.C. ,X2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" ROOF TRUSS 44/46 SYP NO.2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 0• :0': TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE:34"=1'-0" TRUSSPosy coNNECTIDN A-SIMPSON MTS-12 U <gg0 LBS W/ (14) lOd GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) 1/4-x3'SOS, (1) 56' AT.R. TO HOU4 AND (10)1/4" X 2 112" SOS TO POST POST TO SLAB CONNECTION ABB - SIMPSON ABU44Z POST BASE <U:1,800 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB 1(26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAJBLVD LONGWOOD, FL 327PH: 407-774507FAX: 407-774-407www.abdesigngroup. AA A: 000332, 4 7 eIV9Dty & LOT: ABBOTT PARK LOT #41 BLK. #9 PROJWT# 04181.000-41091 HODRU 4EHB "2605— HAYDEN" GARAGE BWZNG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH W. C PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 �Y h �S SVHDIV. S. LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.00 -41091 MODEL: 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTi X-ZF, POWDER ACCTUATED FASTENER, ZF 72 RS36, .177" " x 2 718" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK .8211 . 0 (2)2X8 BEAM SCHEDULE GZUM 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 (CBI) W,g, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3ODD Bx16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 300D 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U•LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �+^ SAFE LOAD 0'4^ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH &1S ta�saa I= eP,x4e eFtaea ecaao �� t"aeae 4Pmw TYPE LENGTH N18 SFS RCpN TYPE LENGTH aFetr 4ttwr eFtatt eFlsarI eFts4T stsar Matrtr aPwar watt eFa4sr xlrrt aPwm etaatt ataaar 3'4' MPRECAST 201 24' (42') PRECAST I= IOU Ism 3'4' (4n PRECAST ,m awe am1 m mm ,m atw m4a a em nw lam mm m V-0• (41n PRECAST 1pea r.W (4P).. PRECAST ME 783 1300 s4• (4e") PRECAST taw aw am am 4m am aan ,m 2tw Saw am 4M mw 4an P4" (e4') PRECAST lope f4' (541 PRECAST 502 801 1073 4'4• (6P) PRECAST taw wa Vff »n 4aa 47, M twi wm VIV WN 4m 4711 ww 94• (84') PRECAST 1217 V-4• (64') PRECAST 411 111 745 94• (04') PRECAST tote 174 area am am m, 4m 1016 Ina aaa ww am awl 4ma 9-10• (M PRECAST 1a82 s-ta (M PRECAST 310 330 616 8-10• (70') PRECAST In M. wal awo aw m lw lam am 3107 am Nw 94' Mn PRECAST pop eta' (7C) PRECAST OUT 721 400 94' (M PRECAST m am sm. wum In 1a7 uw am arm 301 m/ ma T4• D109 PRECAST 743 r4' (p0•) PRECAST 424 S34 863 r4' (w') PRECAST m wn am 7w tau aM am w 0'4' (112'. PRECAST pp4 ir-P (11Y) PRECAST SM 812 230 94' (1121 PRECAST El 7w tt "" m an m fate ,m w 1&4' (120) PRECAST 4, 194• (12V) PRECAST 234 401 ISO 194• (12a) PRECAST am m au ttw01 m m Hm SM m 11'4' (139) PRECAST 362 IT-4- (13a) PRECAST 200 452 164 11'4• (1340 PRECAST 474 004 m taw 11".45oft. 1m sm w tan ,m 12-0• (1M� PRECAST 337 17-0' (1M� PRE'CA8T 244 402 187 124r (144') PRECAST M° m m m sm m m lam n IVW (1a0') PRECAST 2pe 124' (1a0•) PRECAST 217 324 110 13'4• (1a0') PRECAST 414 m aw M. m m m 7w tlw w IN-W (IfIn PRECAST 27B I'm (IWI PRECAST 206 293 100 14'O (10B') PRECAST m m m n1 m taw 4m 4w TV law 1 1 1w III (IM PRES�RF88W N.R. 14'4' (170') PRESR� NR 2a4 N 14%r (179•) PRE8. m m m m m m an m m 1 a» t tat ,7u 11 011") PRESIRLBBED N.R. 194' (184') PRE87RE88ED N.R. 200 03 19-C (1041 PRESMMED m sap as m m on m m iw 1 W7 "a 1r4' flea') PRESTRESSED N.R. 1rw am PRESTRESSED NA 104 84 1r4' i200') PIE8TRMM tw In m m 40 m a:+ 740 m t 7w tm w3 '" 1Y4• (!97) PRFSTRE88ED N.R. 194' (232") PRESTRESSED N.R. 148 52 194' Mn PRESTRESSED In Ha m m 3a 40 4a m w wt w 747 two 21.4• (26e9 PRESTRESSED NR 21'4' l� n PR�TRENED NA 125 42 21N' R6a9 PRESTRESSED to to 39 aw w S a m w 4m m m m m 1m 22'-0' WC) PRESTRISSED NA 22-0' (T041) PRESTRESSED NA 110 40 22-0• (MI PRES'I�BED � 197 am an m m m taw m an 513 wall m w W4• 124e7 PRESTRESSED NR 24'-0` ( PRESI D NR N 83 2/'4' (�") PPE8IREBBFD tM a4 to m aw m SO 40 4ro m m 70 w m 1w ape m m m 10m im (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM 'SAFE LOAD TABLES• BY CASTORETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR WMED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECFICATIONS-PROVOE MOO" C OF SEARING PAST EACH SIDE OF WROOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #:16-0126.03 0��0�00 om0000© 00�0�0® o�m0000 oo�Q!oo ®mmo�oo m®00�00 itE7®�0000 om000 �m00�00 'A<m00000 om®oo��a �oomo©mv oomoo�o- oomoo�o oomomoo ®omommo ©�mmmm0 0�0�0�0 oommm®o ©©0DO©0 ©�©DODO 0�0©D�m ----------------------------- ------------------------ I� ♦ 8F8-1T/0M/0B 8F8-1T/0M/0B 8F8-1TIOM/6B 1 ♦♦ 2 I 1 ♦♦ 1 ♦ I 1 ♦♦ 4 1 -- ♦♦' 1 I I I I I I I I I I U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'jP 1 ♦ ♦ 1 1 0 4► ♦♦♦ ' 40, 1 1 ♦♦ 1 1 i ♦ ♦ 1 1 4 1 1 I � 1 1 8F8-1T/OM/OB 1 1 1 ♦ 1 i 2.1 ; I 8F8-IT/0M/DB 18F8-1T/OMI06 1 8F8-1T/OM/OB i I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD RFA6AN BLVD, LONOWOOD,FL32TS0 PH: 407-7744078 FAX: 407-774-4078 vWew.abd4wigngroup.com AA S: 0003326 4A ZIA lo k Y a a O avHaiv ae :.oT: ABBOTT PARK LOT #41 BLK. #9 PROJECT 04181.006- 41091 uonaIA 4EHB "2605- HAYDEN" d/►1tA0E 81)IING: RIGHT PA438: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C UIV PD,w 1�P 8/15/20 8Ii>l:ET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK 81ZE a BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD_1 4X6 (3)si"x5 N) SYP. HTT4 W/5/8" CIA x 5" 5/S3.IA PT., WOOD POST EXP. BOLT U C� 1A I ROOF FRAMING PLAN SCALE: 1/4' = l'-0" /1 r 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-77440 S8 www.abdesigngroup.00m AA 1F. 000M � 85 G S BtMDIV. Sc LOT: ABBOTT PARK LOT #41 BLK. #9 PROJ=T# 04181.000-41091 MODEL: 4EHB "2605-HAYDEN" GARAGE ,!WING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C It 4 GABLE - ENO HIP RUC£ ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7i 0 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONES = 67.16 PSF (77.16) "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGNA FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND 4 w ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 RING N 0 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 1/7' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT W 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 Z9 7 W , � LL U J w O z � . z y Q 2' Z q, I Lu CCDD w ZY � = U Tn d O o Z_ Of E-0 J W 2 � U UU U F �� 93 O mw m CL TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER OR TRUSS onnF cucerulNr -` mmmml mmm .--- m-_M,I� ' 1 __11mmmm mm e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6' O.C. IN FIELD CSd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6HjN 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, AC1530.13/A3CE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REOUIREMENiB AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE Siff SWILL BE 31P. PROVIDE 6%NR OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6' O.C. IN FIELD CSd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6HjN 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, AC1530.13/A3CE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REOUIREMENiB AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE Siff SWILL BE 31P. PROVIDE 6%NR OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUJDWHERE INOK:ATED ON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE lm DRAWINGS. SEAMS LAPPED 6INCHES ASEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL LASES UM NDRAL THAT FORMWORK: (DO )•WOO FOR STRUCTURAL USE SHALL BE TREATEDORSANY CORRLO30RATEDTION TETTRAHE FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, OM EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION. OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUF ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL ASTM GRADE IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A515COO MEETING THE REQUIREMENTS OF ASTM A/46, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A D SHALL A DEFORMED A GRADE 601N 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 SCSI ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BARS SHALL LAP 6 z BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S METAL-PCA TIONS FOR N COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non- ati-nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #M BAR - #8 BAR - WOOD TRUSSES. 10 BTM CHORD-Iwn-LOnanrent P*T #5 BAR - 30" #7 BAR - 42" INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF TRUSS MANUFACTURER WILL PROVIDE CALCULATIONSLEYLOCATIONS A M PROVIDE 36' z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pef TOP CHORD p CHORD 17 pm w/ ASPHALT SHINGLES) W/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESET WIND UPLIFT: 10pef 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 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WINO: DEAD LOAD SPEED=1BD S- 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 EXPOSURE C, RISK CATEGORY Ip (ASCE 7.10 (BBC EXPOSURE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMBED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH BALCONIES (EXTERIOR) STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 NTS: AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 6/TMS 402, BUILDING CODE 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 frll = 1500 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMES WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN NT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY' THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2OD0 P+. f FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM CRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GE04ECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHAD. BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE Mk4MUM TIME ALLOWED FROM WHEN WATER IS ADDED TOTHE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 91 MINUTES, IF FOR ANY REASON HERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH 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 ANDOR WEATHER 1-1Q" FOR AAND SMALLER 2' FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A300, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTKNJ S. TTPE SPACWG REMNXS APPLIUTIdI SIDE TYPE SPAGIN.REAIARIC3 I-FURRNGTO USEHARDENEDCOIL S _GE__ 1M•DIA TAPCON AIASONRT 117EWED.,-DIST., MA90NRT I WHI NAK 11?LONG. TO MASONRYIWNC. HOWABHER FASTENER IVY EWE MT, SGD. AL. EV, 0000.9 CASEHARDEN 0011. V_ WN100'N,DOORI FASTENED GAMOEOOOR- IR"DIAM E%PANelON BOLT i�'o•L 4• EMBED„HEND DIST., 1. PT, SEE NOTES NAIL 11?LONG. STAGGERED INTO MASWRYICANC. TO A1ASdtlHVILONG. WASHER SEDGE DIET. WOgOW BUCK CASE HARDENED TAIL YOIC WINDOW,DWPoFASTENED METAL STFUPTO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NDTES NNL11IZLGrw. srAGOEREn I__. NAVGNRTIDDNG REQUIREMENTS EM.9WIN0 DOOR (EI Y1@OIA 'TAPCON ISdC I1?EMBW.YEND. IIOP4LFARIPIG WOOD NT E%PANSpN K'EMBED.YENO 1�•OC -H.PT,SEENOTE. FlO WASHER -THEIR -T., I -EDGE MT. -TO-.- WASHER BOLT DST., 3• EDGE 06T. q �SE O.tb'PAF•Y VB' POIC PEND. DIET, 111 STEEL PT T081EEL LOLL, SEE WIWASHER STAGGERED EDGE DIET. E B NOTONO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e, 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 DR PAF TO THE SUBSTRATE, 1441. N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 Y 4 7 aUIRDIV. Ae LOT: ABBOTT PARK LOT #41 BLK. #9 PROJECT/ 04181.000-41091 MODEIA 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C .4 �� a9 �i