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HomeMy WebLinkAbout35628 Burma Reed Dr99 2(0 9005-4EHB-HAYDEN9 REVAIIIN� ALL VVO'�K 5HAi-1- CO�'OODE, CODES FLORID IJA� RTC CO® HILLS 'CIG°f� AND THE CITY -IEPH� ')PDINANGES H O M E 2 � 2020 REVIEpF �EpNYRH1�L PAFSv? EXp,N11 12602 TELECOM DRIVE, TAMPA, F1 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pWFM BUM= CODE, R84 0IIm, ABV. ABOVE LAV. LAVATORY DATE DESCRUMON DR HORTON HOMES SM EDITION (2017) •AIL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 A/C ALIT. AMP. B. CL AIR CONDITIONING LUM. ALTERNATE M.C.. AMPERAGE MIN. BOARD M.T. CENTERLINE MTD. LUMINOUS MEDICINE CABINETU MINIMUM METAL THRESHOLD MOUNTED 06R6/h 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION ®� BID SET ISdJED PG Cl-COVER SHEET PG GN-GENERAL NOTES 02AW ADDED ELEV. 'J' 4 K' UTH SIDING PER MARK BOUTS 0240A6 BID SET RE -ISSUED 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH :EXPOSURE 1-STORY RESIDENCE — • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. D. D.S. CABINET MTL. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLY. DOUBLE PLYWD. DUAL GLAZED PR. D ETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT RM. METAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN GRILL RIGERA REFRIGERATOR ROOM PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "H" PG A4K-LEFT &RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -FIRST FLOOR PLUMBING PLAN PG P2-SECOND FLOOR PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PUN LA 04m/Is FOOTING REVISIONS PER M. SOJES I -JOISTS INCORPORATED INTO MASTER PLAN 06//6A6 CONSTRUCTION DOGU1ENT5 REISSUED C&41M ADDED VALLEY FRAMMG DETAIL, UPDATED BOLLARD DETAIL 0Vl6A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 812A 02/26116 PLAN MAINTENANCE • STATE OF FLORIDA 03%SM REVISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CALC.'S 04/26AB U UPDATED LEDGER BOLT SIZE 4 SPACING PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AEXT. No. DTL. D.W. EA. ELEV. EQ. EXH. F.C1FX. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR FIXED GLASS SIM. ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLEHUNO SHEET SHEATHING SHOWER SIMILAR PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING 06ft" REVISED I -JOIST LAYOUT 18i FLR LIVING1,104 84. FT. 2ND FLR LIVNG 1501 50. FT. TOTAL LIVING 2,605 8Q. FT. 06/2VIS ADDED LED LKhNSTOKITCHEN 4SATH40"PER MARCBOLLEB 01/23A6 ADDED STONE OPTION TO ELEVATIONS Ys', W. 'X 4 K' vWD11% LEDGER BOLT SPACNG REVISED A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 GARAGE 431 SOT. FT. PORCH ELEV'8 III ea FT. TatAL ELEV's 3A3 SO. FT. DAV PATIO WSa FT. F.G. FM. FLR FLUOR. FP_RFTG GA. GAR. DISP. G.F.I. GL. GYP. BD. H.. H.C. HDR. FUEL GAS SL FINISH SE GL. FLOOR STD. FLUORESCENT Sws FRENOOTDOOR TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND.FAULTCIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TYP. GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE, V.P. HEADER W. SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOPOFCURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 10R5Ae ADDED OFT. W-0' CEILNG W04T6 01/01110 REPLACE USP CONNECTORS WITH SPFWN CONNECTORS 03/VWV REVISED DETAIL ON 84EET D2 On V-0' CLCx HOT. 05A1/t0 REVISED STAIRCASE AND STAIR SECTION DETAIL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER NSTIRORHT INSULATION wo. WITH PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR MT. INTERIOR WwD/H WINDOW WATER HEATER PG S1.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG 62-FIRST LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS 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.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RE,9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SB-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SNl-DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 51 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w aUBDIV & t o'P: SILVERADO LOT #43 BLK #18 PROJECT 04128.002-43181 MODEIt 4EHB "2605- HAYDEN" GARAGE 13WMG: RIGHT PACE: COVER SHEET 150 MPH EXP. B A. AI NO D 0 BCALJC: 1/4"=1'-O" 8mEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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. WM WORT( 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 HEREIMSEE 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL M T CONTRACTORUS 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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 COVERNIGS 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 FIIRSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngrouP.com AA S: 0003325 h t� _LL j st mDm & LOT: SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODEL 4EHB "2605-HAYDEN" GARAGE 81/ING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DA 07/27/20 BCAL.E: 1/4"=1'-O" SHEET GN I PATIO 0 EEROOm ------- - OF I S.GD. (2) 3052-8 -6068 I I I 9 I DMG I ® eOOM IjMG a G ROOM W-S. O.G. 3._S. I II A I I 1I I OI I 10 • n vlc .II KnMI ``x l 1 C 1 a,-$, LG �;I I m 1 0 S � I � -'-� � • cam m v REFi 3-8N --- ARCH II 111 FLEX " a FOYPdt N e'-8' Q.G. III m W-V O.G. III III 3068 Ip uul2• III TRANS 2'-14 I , CH e � I a a - co 3052 BEDROOM #2 W-V CLG. (2) 2068 v IITf� I I --- IR-181 i POST I I cH#2/ CLG s I I I I"' Iti I •8' 5'-4' 3'-4' 5'-B' 3' ' 2860 Be- WR N.B. STAIR DATA 16 RISER 0 1$4' 20 MIN. Q �501 NS TREADS 10'LARD AS REQ. PER SLOG. CODE GARAGE 8'-w CLG. ------------------- 21'-8' FIRST FLOOR PLAN SCALE= 1/4' • I'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 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. FBCR 2011 (6TH ED-) 302.1 All caraelr wD a�D1>ta MSD I.OICB eslc wo EO'OBIIE FDB s eeoow auele OPBm omen 201E IODM'HNWINq R8MR18 MDTB'E FOOTACE MIN. WINDOW IO 5 25/-33 CRITERIA EXTERIOR SWING is 5 24/-31 DR MIN. CRITERIA SrxD. MIN. 41 5 23/-29 CRITERIA 16010 OHD. 112 5 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT t O.IB HLDG. CAT.=II, EXP.=B, MEAN ROOF HT. - 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00NIII DA7E00/" SQ.FT. CALC. S ST FLR LIVING 1,104 SQ. FT. 2ND FLR WING 1501 SQ FT. TOTAL LIVING 2,605 SQ. FT. GARAGE 431 60.FT. PORCH ELEVS III S6t FT. TOTAL ELEV'S 3J53 SQ FT. 8x1O PATIO SO 80. FT. MASONRY/FRAME WALL LEGEND W-S® L URO ON PLANS BRG. W.T. VARIES 8' BLOCK WALL UND ON PLANS sRG. INTERIOR LOAD BRG. WALL UND. ON PLANS I IN LOAD BRIG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-10' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 W W W.abdesigngroup.com AA S: 0003326 WW. 0 sVBDIV. & XO SILVERADO LOT #43 BLK #18 PROJECT 04128.00 -43181 MODE2i 4EHB "2605—HAYDEN" GARAGE 911W RIGHT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B DRnvr ATE: 07/27/20 sCA.=: 1/4"=1'- 0" sHEET Al C DBL. TOP PLATE 0 m AR DETAIL A SCALE: I/2'.I'-V I ARCH DTL. B SCALE: 1/2'-1'-0' 42' K HALF WALL \\ WY CAP (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO aTRNGER 3/4' TtG SUB FLOOR OR (2) LAYERS OF 3/4' SUB WKSIS 3' SC,REWS • EA GLUED . 6CIAEUED FLOOR MATERIAL RIM FOR/ $TRWAP% UNTHREADED SNM1C PER FASTENER SOLID NAILING TO EXTEND DEYOND T14ICM066 6CHEDIILE OF "-FLOOR SWEATHNG V-0 3/4' 2ND FIN. FLR. V-8' BRG. \ v \ \ FLOORING SYSTEM (SEE FLOOR \ FRAMING SHEET) \ \ /4' KICK PLATE rMAX. \ � ' 6T�AIFIS RISERS TO C0NFOM I TO FBCR 6TI4 \ 10' EDITION (20n) MN. TREAD•IO' MAX WSER•1 3/4' 3/16' STAIR DATA: MAX VARIATF N N R16ER6/1READ8 16R • 1.g4' \ MN. ADJACENT TO EACH OTHER DAS' MAX 19 TREADS . S T 0 VARIATION N ANY RI6ER/TREAD HANDRAIL �•� I' NOBINCa CIRCULAR CROB6 SECTION DIA TO BE 1 U4' \ pp Q .-114' OR PROVIDE EGJIVALENT 3-2x12 6YP 6TR -401 \ OPAGPADILITY WANDERS- MN. 6' WIDE • NARROW END MN. u' WDTW • 12' FROM RE6KORBIT \ NARROW END 34' MN HANDRAIL HGT. . BRAD OF L w am -FLOOR ADHEaIVE PL-400 OR SMILARE • EA HORIZONTAL RiN \ q \ i • ENCLOSED ACCESSIBLE SPACE UNDER \ STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON 2 RE s ER \ THE ENCLOSED SIDE WITH 1/2' GYPSUM EA 12 a \ BOARDS. FBCR 302.1. SECURE WWI2d 6'-V O.C. \ \ V FIN. FLR 2X4 ATTACHED W MASONRY NAILS - 2Y 2X4 P.T. SLEEPER INTO SLAB WITHIN a' OF EACH END, 32' O.C. MAX STAIR SECTION AHU HANDRAIL a 36' W/ 2X4 RE-INFOR 42' H. 1R WALL W/ CAP THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 11/2' AS PER FBCR R311.1.81 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A $4a� PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES m SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 ANDRAIL SECTION D SCALW:3/4'.I'-C' 3& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J h Z$ SurnmI ► Ae wt SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODEL: 4EHB "2605- HAYDEN" GARAGE SUING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B rn DRINT A 07/27/20 SCALE: 1/4"=1'-0" SiiEET At I SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR _ BRG. HGT. FYPON BKTIDCII OR EQUIVALENT 6' RAISED BAND (1'YP.) 10'-0 2ND FIN. FLR 8'-B' BIG. HGT. _ •6 ENTRY *C 4' RAISED TYP. BAND ITYR) 8' RAISED BAND (TYP.) 0'-0' FIN. FLR ----------_------ 026'-8� BLDG. HGT. M■ ME 11111111 ■■ ii- FRONT ELEVATION SCALE: 1/4 - P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 2ND FLR.', Bea HGT I I I I I I I I I I vd I I �� I I I I I I - E1H 10'-0 3/4' 214D FLR , I I FIN. FLR/BIG. HGT. --y --- - — - — - — - — - — - — - — - — - — - — B'-8' CLG. HGT.h I I 4B I I �❑ 1 0 I I I TYP. I I I I I I vd I I r L- I I I I ------------------- REAR ELEVATION SCALE: 1/4 x I'-0' TEXTURED FINISH 12 5 2ND FLR Bites. HGT. 4' RAISED BAND 6' RAISED / SAND �10'-0 3/4-0 3/4' 2ND FIN. FLR HGT. -.—COACH LIGHT FIN. _ 018'-' 2ND FLR BRGB. HGT. —_ -010'-0 314' 2ND FLR FIN. PLR./BRG. HGT. _ Y AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = ISM/300 5.28 VENTILATION AREA SQ. INCHES PER FT.)1N) = 700.8 SO. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC = 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 380.4 /315 TOTAL# OF VENTS REQUIRED = 3.30733 TOTAL# OF VENTS PROVIDED = 4 "AREA OF ATTIC IS THE PERT MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED L02*PL 2 COAT CEMENT PLASTER APIED DIRECT D%ECTLY TO MA60NRY 4'x4' CAL.V.'L'-TYPE 6IG FLAGHGET IN ROOFING CEMENT RBERGLAS6 S4442LAS OVER P30 FELT PAPER (OR APPROVED EQUIVALENT TO MEET A6TM W264 04G66) ON TM' DAD. SHEATHNG OR W COX PLYWOOD 8ECLNED PER NAILM SCHEDULE 2xb SYP RAFTER6 OR 2X6 SYP PT LEDGER 01/ WW' THREADED ROD 32' OG. 4 UT14IN 6' OF EACH END MAX SET N SIMPSp4 HIGH GTRENGTH EXPORT ELEVATION MN. 1/16' 066 BFIEATNNG GI*WT TO W SECURED TO CHAPNEL FOR SOFIFIT 2X6 MEMBERS UV bd NAIL6 3. OG • FERR£TER TO LEDGER AND E2) IOd'6 — 0'-0' FIN. FLR TO 2x6 J016T 2'_0• - 2X6 6YP PT LEDGER 8V 112'xS" THREADED ROD 32' OL. 4 IMTHN 6' OF EACH END MAX GET N 6lMF4KN NIGH 6TRENGT1`1 EXPDXY 6' MN EMBED. OVERHANG DETAIL A SCALE+ 1/2 x F-0' 11 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003326 Y va C aL7al)m a IA II SILVERADO LOT #43 BLK #18 PLZOJECT# 04128.002-43181 MODELA 4EHB "2605-HAYDEN" C&ARA0E awixa: RIGHT L EARN. B pmNT DATM 07/27/20 ISCALE: 1/4"=1'-0" a*IEET A3 H 10 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —(— 1 Dee t7UTLET 70 AMR BRriE POLE IIOV OUTLET IIOV OUTLET 10 M WIRED.OUTLET WIR TO 0. Off IIOV OUTLET /OYP� Ut6RI4D PAIL R NTESTANT TYPE) RENerwr TrFE) 220V OUTLET (4) WITS CONIOTIOt1 Y1IAxK� lXI p LETIP 7lRDQ T 6WTC14 6WTC34 6-WAY OPER 6WTC34 4-WAY OPER WALL MOUNTED LIGHr CEILING LIGHT © LED CLG LIGHT LED VAPOR GYP FROM LIGHT OVP VAPOR PROM LOW ORecapaw CAN eVEST. FAN I CM PER SGL Ff. VENT. I4aN1 ItVLISNT I OM P!R 64 FT. v Mxit1RE (aPEer Teo by R T 2-Else WRAP ® �IGHHii (IQCE6SL'D) �� AROUND (1NUR1hj MNT-) 2' R.YOISSCO/T w FLUORESCENT is it IS 4 4- TRACK LNWr 0 PANEL Nib METER G• S.D. &,a = DEteCTOR een. eArx-trr YE.NASQWm 6D. WALL M"m ETaa OwmCT 2RR SAIL sAac.I. 6E.d6®Ilee¢ ealoar4 Sham OET CM COMBO ENTER- staA c �r4v+cE M NOT LESS 71494 4' FROM WALL PEDANT LOW t1� NATURAL GAS OUTLET ► TELEPHONE JACK UN IIM SQJCZL�(1=!Z DISCONNECT AlR CQCITIONN5 Se, ANI DROONKR I -a TELEVRION JACK 011106 Sax To Be MSTORIND N O J-1m ACCORDANCE W Box MAPN= AS SUCH " 1QILSW BOX RE(JUIF COLORS PA LgNr TO EE SUPPORTED N AOCORDM CE uv Sax NA4 R OR rtAleeED A6 0wlemclm 74• S40MONCWT LIGHT STRIP 36• LIGHT STRIP none 4V NCANDNCOW LIGHT STRIP ROW LWM O. SECURITY KEYPADPT • PA F%w-edrr0N FOR CNN ES Ube PM • LOCATION OF TV JAMB 4 PNONE OUTLETS 4 FANS TO OE VERPIED • NO'IEO6NER PRE -CONSTRUCTION MEETING, • ALL III,a 20 AMP BRANCH CIRCUITS TO OE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS M MM •tu EDR1aN cxony # we xIo)x xola mITIOM • 20 AMP DEDICATED LA04OW CI—T. • GPI • ISLAND (NOT ON KITOEN CNSCUIT) • ONSWU4614ER DISCOINECT TO SE LOCKOUT N PANEL • NATNIOOMI EX34AUST PAN TO HAVE MN. CAPACITY M SO CRE NI.— ITTEM PER ELECTRICAL PROVISIONS OF SECTION Me013 WPSAM d2G • LAUNDRY ROOM 6ROUND PAALT CIRCUIT-NTERIIrTIR PROTECTION POR PERSONNEL ON pnom • WRNS METHOD SHALL BE NON METALLIC CANJ PER ELlOTRICAL PROVISIONS M peICE STN PD [xOYT2 • ALL WORK TO COMPLY IUT14 ELEOTRKAL PROVISIONS OF THE peen 67fd m n46n) • ALI 0 LIOAR#NG N1MT e[ E y Ep►a1EdY Im TYPE FRxR pale 1aEwsY CONRERVetl04 rIS61DEar1eL d�Y EIN,aI®t4eY) 20I'I. •U1 ED1nON 164e11 OUTLET' FOR VENT OR MICRO PATIO — _ — — I 0 ROth OOM ROM — — PRE FAD 6'-5' I 7 I GFI `J / ),: L SWITC H M _ I CABINET i I I I TLET /TO 2ND FL. I Kf OU # I i l FOUOR DWI I SWITCH 11-- PRE-WIRED CLOT FAN BDRM. #2 I L -_ 11 L / 1 I I I �I PAN. 1 GFI • 44' .®. FOR - OF'f i S® AFF. DOOR —GFI 6 — _ = — C — — I BOLLARD AS REQ. ■ 1 PER BLDG. / CODE I ( ' KEYLESS L ' J FIXTURE METER PRE -WIRED FOYER CLG FAN I J► FIELD VERIFY / GARAGE a III T DOOR PREWIRE — —_ GARAGE GFI IRRIGATION w 1 �1Y OUTLET • P.B. FOR 48' A.F.F. CHIMES I ` . PORCH ------------ GOACH� LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a P-0' � L � -------_—� LED LIGHTING @ SINGLE LAV. BATH4 WP Panel MAIN -A PANEL: Wl6 wp at. breaker VOLTAGE 120 / 240 V -1 Ph MAIN: 150 AMP M.C.8 FEEDER: 3- #1 Cu THV/N & 1- #O CU (G) in 1 1/2' O OR 3- #LO AL THWN & 1- #8 Cu (G) 51 1 1/2' C. Wk• PoH Sir Da Ian WatF CirwA Cwct* Wets Deec ow Pole Wire M2 1 ID E#enw Rae 1•eb OFl M TUO 1200 1 2 #12 2 20 knaadan Pump low 3 4 an s 8 am AK C.U. M 2 Ne 7 e PANEL -A PANEL: 42 crt. breaker VOLTAGE 1201240 V -1 Ph MAIN: 150 AMP M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) N 1 1/2' C. OR 3- #2/0 AL TINVN & 1- #O Cu (G) in 1 1/2- C. Wir• Poh 13. D hn Welt• Ck-R, Grad Welt• D..nptb Ble Poh Wln # 12 1 m Smell anG 1500 1 2 $000 Renee w 2 #B N12 1 20 MwoeTwlHOM GFI ism 3 4 #12 1 20 SmG APPNann 15DO 5 a 46M Weter Heeler 25 2 #10 # 12 1 m RIM t60p 7 a #12 1 20 DIN dee AFCI 1500 s 10 1200 DI oM OF I A 1 #12 4`12 1 M Ba1N GFI R chs 1200 ii 12 1a0D DI .GFI 20 1 #12 C4 4 15 _ F a/Hd AFG aDO 13 14 5000 Dryer GFI 30 2 #10 M4 1 15 UN Pon Lain IGa Din. Lte AFCI 630 15 16 17 1s 1603 We —OR m 1 412 014 1 15 6D&C/O AFCI s00 1e 20 to00 Dow a,a GFI M 1 C2 21 22 '. Ogre fENeriw Lle&Rec hs AFCI 20 i #12 #14 1 16 Betlroom#2/Be—02AFCI SW 23 N ON C•ners S,00 AFCI 16 1 #14 014 1 15 Bete—#3 AFCI o00 25 20 ODD room AFCI 15 1 #14 #14 1 15 aah"a Nl .eee#um .L,gAml 400 27 28 1200 xM Rao NeW tRDael FLUT1Leln AFCI 20 *12 1 20 L S Cer Dow w GFI 1000 28 w I= Ird e6an coNrala and 2.011V*12 ea ao• BeC 37 35 SI- N 2 35 A/— A.N.U. Heater5 WA •t W% 5525 39 40 41 42 Load subject W demand }actor cebWtlann/ Noe 1M00 2. Lwa ew t W tkmaM tacmr ce..— / Ina Demand a or Calculations: ABBREVIATIONS AFCI: ARCFAULTCIRCUITINTERRUPTER NC: NONCOINCIDIENTLCWD GFI: GROUND FAULT INTERRUPTER Teal bad 4eb to demnr 6cmr 45M Rrel10=,eesetl 0 10000 R—IN tteb el 40% 14200 Taal A/C Ioetl 1 11765 LOAD CALCULATION 13 BASED ON A/C NON -COINCIDENT LOAD Trbl C--ed Loud Web 35M Tolel webr240 wbI u&s General Lighting & Race tack Load Total A/C Feel 2 General Lte & Rec 3 W / . R. 7815 H-Hele 3 at 85W/L M et 100% 1 Genets 801 cke-# TOteI wea6 Oenael Ue& R•c Pen•IA 11 728 BD10 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND WTALL.ATIl" SHALL COI"RT 11RH ELECTRICAL PROVISIONS, M THIS LOCALCOODES, MID ALL LOCAL MOM COMPANY I e. ALL CONDUCTORS SMALL EE TYPE THI a TW NI UNLE66 NOTED orw n. ISO AMP, 120440 VOLT, 1 PHASE SECONDAR AL SERVICE. PROVIDE S R COPPER (CUR N Be PVC CONDUIT OR PROVIDE S N 7' CONDUIT OR # COMBINATION SERVICE e0 AMS• oIGOONI ECT 6101104 AND I20/J40 Vc M ELECTRIC METER IN 1 PM46E N MA NR ENCLOSURE PAN0. TREPNCTI 69tvICE CAELE TIR&ANON ea w"m eERlnce IN11W'10E STa mow y y KWPT1NT NTEISTSTEM LOD eawBlG TSBV'INNi.L 4T VtlLTAGC CON ECTICN6 14 CU SERVaE GROND CONNECTED TO CONCRETE ENCASED FOOTER STEM PER 0.ECTIICAL PROVISaNs M THE ROOM &u4 EDRION [xe112 SAT" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrouP.00m AA #: 0003325 1 Y Y Q Q 2 9 SLTHDLV. Ae LJOT: SILVERADO LOT #43 BLK #18 PROJECT 04128.002-43181 MODELc 4EHB "12605- HAYDEN" GARAGE 81RNIM RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN It 150 MPH Eff.B DwTjj 07/27/20 SCALE: 1/4"=1'-0" SHEET F ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —� OSV OUTLET 20 AMP SNSLC role IIOV OUTLET IIOV OUTLET 1/2 OF ONLR WIRED To "ITCH GPI IIOV OUTLI T NTLVJ •IER AMPIM REWTANT rrPEI 220V OUTLET !4) WIIR COINECTIOI dPl ounzt row PRT SWTCH SUTC 4 S-WAY OP M $4 GuTCH 4-WAY OPER WMONTED v LIONT WA4 CEILING LOW O LED CLG L04T LED VAPOR ©vp PROM LIGHT O VP VAPOR POMP LIST* ORECESS® CAN eVENT. PAN 1 OM PER SO. FT. VONT. PAN Wtikm4T I OM PER •m PT. v rnrnlRe rsPrcr TSD eY FLUORERS�CENT 2-EIAD WRAP ® lllCESSED) AROUO 7 pLe WRM • LL !SUlACE PiNTJ �� PLU01lKM 4' PLUORK60dIT p 1---�e--o—v-+ IID 6 W TRACK LIONT PANEL NMI METER • S.D. SPIOKE DET*CTOR e4uJw`K-e YILHAMOR 1�1 UALL M UNTM eATT. I&ACK- P L� 1 R1OKe DETEOTOM WL841I112Y xlc, OlitCTOR MART mdak P WI NTRI[-CQICOiCD ®C'wM 8/GO COMA f"JL e! A DeTAN01 OF NOT LET* THW 4• PENDANT LOW NATURAL.N OUTILIET ► TELE%RXC JACK WATER MATH Axe aEe AUI ON olsclma#*CTaeerONNG MWOM JACK O ,.eOX pow met"WIM"MN ICU MAN=eree FO nARG TI AE IIUd4I OR Co Lw BON mmipm GEILW PA ,."r W BE Su'PORT® N ACCORDANCE eV BOX MAIaeD AS RUCH FOR ALL= 24• NCMOiOCENT LIGHT STRIP 56' LIGHT STRIP Rnnnnnnn 4V LIGHT STRIP PLOOD LONr KlTPAD • PUS. Pumm-smON FOR Cwm use mw • LOCATION OP TV JACKS 4 PHONE OUTLET* 4 PANS TO BE VERIFIED • NOM CKMR RM-CONSTRUCTION MEETNG. • ALL e 4 20 AMP BRANCH CIRCUITS TO M AMC PAUULT PROTECTED PER ELECTRICAL PIWVN "OF FECR iTH EDITION f2el'll 4 NEC 210.D ]OY EDItIOe ' 20 AMP OMICATED LAUNDRY CIRCUIT • GPI •ISLAND (NOT ON KIC1 M CIRCUIT/ • DIS44_6W R DRSCONMCT TO BE LOOCOUT N PANEL • BATNRDOM EXWA UST PAN TO HAVE M K CAPACITY OP 60 OM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION Me0T3 FBO! •TH EDITION [701,1 LAUNDRY ROOT • RK'eRACI! BNALL DE GIROU'C PAU LT CIRCUIT-MTERISUPTER PROTECTION FOR PERSOi'lEL ON PEEDCRS • TUNING MBn(OO SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISICW OF PIECR &TH ED (20111 • ALL U0W TO COMPLY MTH ELECTRICAL PIROVISIONS OF THE FBdt AM: m AOI,1 • ALL LA= &HALL ee SELECtlD eY EWLDeR AND 'Rf OF LIGHTNG I•RMt EIE ENERMY e.ID1ENt tYPE PER IETIOIdCY) 2(E,..N, EDITION 1111464-1 I � '---- ----------il SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-m' LED LIGHTING @ DOUBLE LAV. BATH 3 ODD, LED LIGHTING @ DOUBLE LAV. OILNER'S BATH no (• J L.. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 Y $ lip ro �Ilk avziDly as LOT: SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 HODELs 4EHB "2605—HAYDEN" GARAGE 9WING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 15r*HN B Dpq•E: 07/27/20 9CAL.E: 1/4"=1'-0" >lFIEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " I'-V MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN SL LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 Y rr q C atMDM S. L07" SILVERADO LOT #43 BLK #18 P1tomcT 04128.002-43181 HODET- 4EHB "2605-HAYDEN" GARAGE 9 IMO: RIGHT PAGE: FIRST FLOOR PLUMBING PLAN 150 APH W. B DATE: 07/27/20 ECAL.E: 1/4"=1'-0" a*== P1 I i i --------------------------I SECOND FLOOR PLUMBING PLAN SCALE, 1/4 • I'-V 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774807S FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 b r avaary aI+OT: SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODEIa 4EHB "2605- HAYDEN" GARAGE SWUM RIGHT PAGE: SECOND FLOOR PLUMBING PLAN 150 MPH EAV. B HVAC NOTES L ALL M1CWANIr. L ISdJiFMENT IN&L OE PROVIDED WITH PROPER CLEARANCE, FOR AERVICM PER Flit REoulvmmoc s. 2. ALL DUCT SYS?" INSTALLED IN NON -CONDITIONED AREAS MALL BE CONSTRUCTED OF A VALUE OF NO LESS TH M R-O RATIN& ALL SEAMS SHALL BE SEALED WITH GLASS MAID a MASTIC. AD MSTALLED AS PER PBC 61W EDITION (20M) MECHANICAL BLDO. CODE SECTION 6M A ALL ILEX DUCTS SHALL ME APPROVED UL ISI CLASS 1 AN DUCT AS FOR NFPA ICA 2.JU 4, FRESH AIR MTAMS, MA&LNQZ BE LOCATED CLOSER THAN 10 FT. PROM ANY 0010Y OR VENT OLRLET, OR U ITART' SlpER VENT OUTLET S. ALL E04ALJ6T AND OUTSIDE AIR MET DUCTS, ALI&L BE CONSTRUCTED OF SMOOTH GALV. FETAL. OR OTHER MATNR JALS AS PER FBC OTN EDITION (20n) MECHLWICAL CODE SECTION 6M 6. ENCLOSED SUPPORT PLATMORFE+ SHALL BE CONSTRUCTED M ACCORDANCE TO FBO 6TH EDITION (2M) MECHANICAL CODE Bus t T. S ATWIWOMS CONTANINd MATWUM SWOWM%, SPAS AND SIMILAR IDATHMa FD(i M& SHALL OE MRCS MIGALLY VINTED M ACCORDANCE WITH PSIC OTH NDMCN (2011I) FE 24ANI CAL CODE SECTION 4dM R ALL E N114"TED OATH ROOI TS, SHALL WAVE UNDER -Off DOORS POR MAID -LIP Apt TO OE ItETUIRSD, TO 80 AL, AIR EXHAUSTED, S. ALL FM RATED CEILM08 AND WALLS IWALL NAVE AN APPROVED FM OR MIItEEI40 0 CAMPER'S LOCATED AT CELM4 OR WALL PMWRATION AND OE SL MY1110 UTH ACCESS DOORS TO RESET DAMPER ALL DA)"M SH41LL BE MSTALLED TO FF& 11EC0FME9DAT$" AND MO ON EDITION (20M MECHANICAL CODE SECTION OO'L 10. GRILLES AND OrPJUM SNALL OE PROVIDED WITH SIALANCRIS DAMPERS. IL DRYMt BOOSTER TO BE A FANTECN Off BOOSTM FAN OR ERALAL.. PANTECN OW NO OWEN DOOSTEIt CAPACITY OO LINEAR PUT WITH MAX. SIX RLDOp18. SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) °8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN CCNO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL `�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT T ° LEGEND ® SIPPLY AIR DENSER eg RETURN AIR aItlLL ® am -WALL OR I WAY Dmmm SOLID LWo SUPPLY TRUNK BROK@I LINE° PlIl N TRUNK OALANCMO DAMPER OR ODD O CEILMIIY EXHAUST FM CEILMa EXHIALIST MAN a LUCENT O/A OUTSIDE Apt m THEWWGTAT m PASS-THRU AIR GMLL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILMG O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS COUNTERSUNK CA. PLUG FN.GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN ---------- I I I I DINING I FROM KKVVVVMM ABOVE I ii I I __ I i�-------- - - - - - - - - - - - - II `rri I II 12XI2 11 0 I PASS THRU °It ------------------- --- `X iI t I 1 1 1 1 1 1 1 KITCHEN �' T1 1 1 1 1 1 i I I 12X8 --- 9� 8' S/A �♦ III T FROM ABOVE SX9// III m FOYER III III BEDROOM #2 1 12XO PHATH— CAI U GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX- 407-7744078 wwwAbdosigngroup.com AA#: 0003325 o 40) TL f C IDIVHDm A ULOT: SILVERADO LOT #43 BLK #18 PROJECT* 04128.002-43181 MODELc 4EHB "2605— HAYDEN" GARAGE IDMIMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 H Eft. B ISt r" a 27 DATE 07 20 / / SICALE: 1/4"=1'—O" SHEET M1 2X4 TOP PLATE PER Fm A, CAR�lIt GLAD WI PRE-FAB TRuBS In, imm 2 COAT v a•u an ColmD 1/2' CLG. BOARD IRAs A �G DII'Mmy TO MAsowcr 7,s P.T. uD ATTAUD TO FILL NOTE: STUDS IN cn1 AS F" PARTITIONS SUPPORTING PReMWVA. PEa 1/2' DRYWALL ONWALL HUNG PLUMBING C"'•K "'� AeAL GG CKM wpD 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL WATR♦me STRIP LONGWOOD, FL32760 S' DIA SLEEVE, LIK rALL 0PH: 407-774-6078 CABINETS SHALL BE NOT DO NOT CUT FP`cRLlEarcROASLea AAMM('r FAX:407-7744078 LESS THAN 2x4, WHERE IPE a„ aALv.STUL SECURE ST. 2X4 WOOD SPACED NOT MORE OCtNV BE,a,I NOTouT w•en.oL.am TENT TO AA AAAM:s10g003325com PLATE TO BLAB STUDS 024' THAN 16' O.C. OR, NOT SOLID 6RCUT T� eG'Jo &OW BAN �'� P!R oALv. STlEL a.7RaAD Dose W/ IOd MASONRY O•C LESS THAN 2x6, WHERE r�/rl - erPRovAL "II& eV!ler� TRACK r n by once NAIL • 32' O.G. SPACED NOT MORE '- rRoomASTEaD TO y Max THAN 24' OG. TRACK GRACKIII uv PRRICCUCTRO APPROVAL FEW SLAB rK FLR TA PIPE THROUGH BOND BEAM FM. p SGAL! 3/4'•1' 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D RIfJLbw•.ro D1 I/2'el'_0' (1)TYP. INT. WALL ( NON— BRG. ) SCALE: I D 1 SCALE. 3/4' • I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END FIBEMLASS SHINGLES INSTALLED PER SECTION OVER 030 FELT PAPER 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES Y ao o FIBERGLASS SHINGLES OR SYNTHETIC Fzwb.1.1 ON J' 0A.B. PER STRUCTURAL DETAILS OVER A30 FELT PAPER OR OVER w0 FELT PAPER PRODUCT, METALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED FASTENER SCHEDULE R905.I.I ON J' O.S.B. ON 1}' O.S.D. SHEATHING PER SECTION R908.1.1 STIFF-15ACK AT ALL UP-RIdjo4 SHEATHW. OR OR }• COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED RURED PER ON J' O.S.B. SWEAT14NG 5/8, GYPSUM BOA OR }' CDX PLYWOOD OR IR' HIGH SECURED PER I'-0• I'-m' SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE PRE -END WD. TR,ISS MTL. DRIP EDGE 40) FASTENER SCHEDULE BOARD MTL. DRIP EDGE O.H. O.N. --^-REFERENCE 2x FASCIA PER STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONSIf ELEVATIONS =' SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER / 'C PRE-ENG TRUSS INSULATION R-VALUES PRE-EWS TRUSS VENTED SOFFIT STRUCTURAL DETAILS J/ VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ON R-UEB EMY CODE 18 PER ELEVATION PRE -END. LADLE TRUSS PRE -END. LADLE TRUSS p_m• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS ELEVATIONS S/8' GYPSUM BOARD OR I/2' VENTED SOFFIT R-4.I INSULATION 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS STRUCTURAL DETAILS �SPWINDOW ATTACHMENT PER MANUFACTURES S�CIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT NDOW ASATIONS PORTLAND PLASTER APPLIED STRUCTURAL SPECIFICATTACHMENT MNCEIANUFACTURES DIRECTLY TO MASONRY REFERENCE Ix2 P.T. FURRING STRUCTURAL • STRIPS 24, Or- 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FUMING 8' CMU CEMENT PLASTER APPLIED •yq_,,Bp. 1/2' THICK 2 COAT PORTLAND DII�GTLY TO MASONRY i/2' THICK, 2 GOAT GYpSTRIPS • DEMENT PLASTER APPLIED I!!' GYP. WL. BD. PORTLAND � DIRECTLY TO MASONRY WOOD BABE APPLIED �D BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR�L ° — 0'-0' FM. PLR. 0'-0' FIN. FLR ° — 0'-0' FIN. FLR e 4' a W/ WINDOW OPENING �_T_YP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION n n B NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A MEN a LOT SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 1[ODELt 4EHB "2605— HAYDEN" GARAGE SNING: RIGHT PAGE: DETAILS 150 H EXAB 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 Or -ALE. 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'•I'-0' OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM 6151 ) L. NO DAR� 07/27/20 SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER OW FELT PAPER OVER O30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RSM.1.1 PER SECTION R50511 ON J' O.S.B. SHEATHING ON I}' O.S.B. SHEATHNG OR ? COX PLYWOOD OR;' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE- Ewa WD. ER PRE-ENG WD. R 24' O.C. MAX. IfELEVATION 24' O.G. MAX. EYATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCB FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED I -0 O.H. 5/SGYPSUM BOARD ' ELEVATIONS 1 O.H.p,N, 5/6' GYPSUM BOARD SOFf1T TYP. OR IR' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL -4.1 INSUL. J I W Z v WINDOW ATTACHMENT W m AS PER MANUFACTURES SPECIFICATIONS F STRUCTURAL 3/4' T s G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT E GLUED AND NAILED 1/2' THICK 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY m R4,nR MASONRY w m IX2 FIRE-STOP79LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R oLnR LEVATION EVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER 'fELEVATION IX'! FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. W W iWINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 COAT I/2' THICK 2 GOAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPE • 24' O.C. PI TER APPLIED STRIPS 0 24' O.C. MASONRY B• GMIA DIRECTLY TO 8' CMu MASONRY IR' GYP. WL. BD. 1/2' GYP. ILL. W. WOOD BASE WOOD BABE IX2 FIRE -STOP IX2 FIRE -STOP_ m. m WE L � a 4. 4'e W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 w q � Y r a04 s y O a 7 Qa BUBDM de 2,074 SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODRU 4EHB "2605—HAYDEN" GARAOE OWnM-. RIGHT PAGE: DETAILS 150 MPH EXP. B I 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2- X 8' J-BOLT WV 4• MIN,EMCEDI'ENT IW 2' X 2' X VS' WASHER 4 NUT opt W/ (2) VC X IV ANCHOR BOLTS X Lw WASHER t NUT m m SECURE 2.4 ON m RAT TO OL K m m W/ MASONRY NAIL& 2X6 6ARAW DOOR BUCK MOWtED Uv (S) V!' X 8' J-BOLT OR ANCHOR m DOLTS, W/ 4- MN. EMBEDMENT, WV 2' m X 2' X I/S' WASHER 4 MT. (U UNTHN 0' OF TOP, (U WITHIN S' OF THE BIM, 0) EVENLY SPACED. m m m �-1 NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS WHET! 9L1rW INATp1CTia4f! a M brllrl6luT GARAGE DOOR 1 BUCK ATTACHMENT eeALe w••r-. 8' CMU Y1' DRYWALL I'X4' OR PX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ W6' TAPCON9 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.G. 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 BLACK +3/4 OR +5/4 RB�IDOF TO BLOCK +9 4 OR +b 4 A SCALE, N.T . 2X4:m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .141 MIN. HEAD SIZE 300 Y4) MIN. EMBEDMENT I WITHIN W OF EACH END 4 18' OTC. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) /4 WITHIN 8' OF EACH END t B • CT'I,I 18' O.C. MAX &PACING. DRYWALL 2XS, m ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W!J tXr' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMDEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR DW TO BLOCK +1-1 2' WINDOW TO BLOCK +1-1 " " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ ' TAFr." (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE= STRUCTURAL 2X 18' OTC. MAX SPACING. MUST BE ON OUTSIDE t 2X6=w SECURED THROUGH SECURE TO BLOCK W/2-Yo' NCN-6TRUCTURAL ' TAPCONS TAPCCN MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 B, cm MIN. EMBEDMENT I ) Yi •DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X6m SECURE TO BLOCK W/2-V*' 36' 0,9.5. X 4' MIN. T HA (MIN . ' SHANK SIZE J45MIN. DOOR CASING HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END ♦ MANUFACTURES DETAILS. IS' O.C. MAX SPACING. —/Q NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1b 1p" MD' DOM TO BLACK +1_j6[ " SCALE, KTA. 2X4:m SECURE TO BLOCK W/ 1 - TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) 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-%' NON-STRUCTURAL W6- TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3M MIN. EMBEDMENT 1 Y49 B' Cmu WITHIN 8' OF EACH END t K' DRYWALL IB' O.C. MAX SPACING,❑ 2X8ts I'X4' OR PX2- P.T. NAILER SECURE TO BLOCK W/2-V CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) �lOYIRND0MBT0 /1 BLDLCKK+221144, -- SCALE, N.TA. 2X4m SECURE TO BLOCK W/ t)((,' TAFr," (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t NOTE= STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2•%'NON-STRUCTURAL %' TAPCONS TAPCON MIN. IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN W OF EACH END 4 •X4' OR PX2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2xst SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. none uw+44 room ro rLwe.uee mo nor pacmal6a DOOR JAMB TO BLOCK +3" M[NDOM TO BLACK T SCALE= RTA. 2X4m SECURE TO BLOCK W/ )1((,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END t NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=m SECURED THROUGH SECURE TO BLOCK W/2-)61 NON-STRUCTURAL'Nr' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I),) 8' OF EACH END 4 e. cm YJ• DRYWALL 2 X8:1>o O.C. MAX SPACING. I-X4' OR I'X2" P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONSlMIK SHANK SIZ*Aoa TRUCTURAL MEMBER ,14g (2X2d WITHIN B' OF EACH MIN. NEAP SIZE 300ND t 6- TO 8' O.G. MAX MIN. EMBEDMENT I Yi)CAGING WITHIN 8' OF EACH END 4AMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLOCK +3" F ENOW TO BLOCK +" ALE, N.T.S. 2X4m SECURE TO BLOCK W)Y4 TAPCONS(MIN. SHANK SIZE I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6.= NON-STRUCTURAL'!&' SECURE TO BLOCK WA-1/4' TAPCON MIN. IYi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END t IS' OZ. MAX SPACING. 'X4' OR PX2' P.T. NAILER 2X8tmo SECURE TO BLOCK W/1-1/4' 7(s O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 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 SPACING. MANUFACTURES DETAILS. nrtw+44 nmxo ro �•uee.,r� roo nor naetm ri•, DOOR JAMB TO BLACK +3-7/18" G WINDOW To BLOC +3-7 6" E= TA. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPOONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' CMU WITHIN 8' OF EACH END 4 )JJ' DRYWALL 18' OZ. MAX SPACING. a I'X4' OR 1'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8'.OF EACH END t TTACH TO 2X PER 18' OTC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3 3/4" MLN M B C +3 4" H SCALE, N.TA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 WWWAbdesigngroup.com L AA #: 0003326 Y M d k a •� O (Yrc 7 ILL 9 W�U 9LT13DIV ee mm SILVERADO LOT #43 BLK #18 [PRoimT 04128.601-43181 MODELA 4EHB "2605—HAYDEN" GARAGE 911ING: RIGHT PAGE: DETAILS 150 MPH XP. B D T -: 07/27/20 9CAL.E: 1/4"=1'-0" SHEET D3 OLroLD.mAio.rcA s avAes . n. s X CAtAOR • P.O OL •OLD IIIIAIC • R. A 1. CPEAOR • PIT. D FOLD N' ® LIOLD WWID •PT.A ]. CPkVAW • IR. aD a sAa • n. C w POLD R.cD P1. D TILL I.T. C TOWN" DOTrom n.ANU DOTror® 'L°""a aA,U „our MAL HOLD, M az art. COAT CEMENT RW'U), w' 7 COAT Pm_ N/TALL iaawrt AT DOROM Q 1.001' Me�arnow ® KICKOUT DETAIL WATD. T ORAL (mwo a. .OLOW DD NOT art) -WOOD SHEATHING OR CMU •WR5 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 WR5 a TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS (NAIL -2 / METAL FLASHING � E �i/ (NAIL TO ROOF DECK, NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f:.. �'_'I • •0 %///////////// SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH:407.7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 H e � 4 4A w x C x SUBDIV. ae L10T SILVERADO LOT #43 BLK #18 PROJECT* 04128.002-43181 MODELA 4EHB "2605— HAYDEN" GARAGE 971ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBEIR — . . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINU UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT * TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPS! OVER '=IC:K FLASH' PIPE THROUGH WALL 6' SELF ADHESI` FLASHING (INSTA PER MANUF. SPE BUILDING PAPEI UNDER 'MIC K PI A)VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO fir�GN I V Rf VGI VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO PA EDGE APPLY E-Z OVER 60 M GRADE D. FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP *3 a' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER h STEP *2 WRB LAYER "I, STUCCO WRAP APPLY bm MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHNG OVER APROVED NOUSEWRAP WRIR LAYER 02, FORTIP15ER BUILDMG PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-77"078 FAX: 407-774 4078 www.abdosigngroup.00m AA #: 0003325 e at�9�4� 0 a acrr�aly ae roT: SILVERADO LOT #43 BLK #18 PROJECT# 04128,002-43181 MODEU 4EHB "2605— HAYDEN" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 62 (FORTIFIBER — • — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOW CONSTRUCTION BEYOND Rom 6NEATNING OBAAWER �6MTIVE BWATHER ARRIER RE6MTIVE I lwe ALALP SIDING / \ `��F-ADNER� am FLABNMOADN@RING L \ WFATkER ry261STIVE MARSTARTER &TRIP / \\ \\ EA IWER R 616TIVE \`� /y RING NERMG \ — = GALV'D METAL GALV'D METAL 'Z' FLASHING W FLASHMG 1p • x 6 TRIM PEM ER gpC. 06A2 / \�pp / IMLLA UST MEFDER I AL CAP WCAULKING OR APPROVED SEALANT \` •: SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION IUDOD &FEArNrNG VEATNER RESISTIVE BARRIER 9 BARRIER RE616TIVE !L''t'RL�SEAL�OI! °�° ' / \ PLASHINGLM F-ADNERG LL�r BOARD A DATTEN ADNE1e►NG s �, i BARRIEER-1�E91&TIRE STARTER STRIP / \\ \\ IV7eR I1116616TIVE 6R.A646N4IN0�HERM4 \ ' — GALV'D PETAL GALv'D METAL W FLASHING 7'FLA6NMG an NARDIE TRIM PER &ELEVATIONCAfiM , NARDIE TRIM PER IT ELEVATION AL GAP \\�ING OR AROVlEx PFALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 q e kus 4A svaDrv. ee L.O'11 SILVERADO LOT #43 BLK #18 PLROJECT# 04128.002— 43181 MODZU 4EHB "2605—HAYDEN" GARAGE SATING: RIGHT PAGE: WALL ASSEMBLY DETAILS 15 PH . B 1 D � 07/27/20 SCALE: 1/4"=1'-0" SHEET WA4 .� }"" ; \\ .•f , 1/6' TEXTURED ? \\ FINISH 0 WOOD, / —----------------------------1--------I /-- ,x---, ;-- i' � 2x6 SUB -BAN FINISH d'IUD W/I'x4' NOTCH METAL LATH r--------- —------ —----- - ----------- ----- END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP WOOD BREATHING OR CI`IU DRIP EDGE P WRB LAYER h, STUCCO WRAP(FRAME ONLY) F--------------------------------- / I \ I — WRB LAYER 4, FORTIFiBER - ----------- - ; ; 1/8' TEXTURED I \ \\ ry ------ BUILDING PAPER (FRAME ONLY) 1 FINISH a WOOD i 2X6 BUD BAND ROOFING CEMENT 1 1/S f { I/2' TEXTURED / FINISH 0 CMU \ DRIP EDGE \\ METAL FASCIA WRAP 'Val FROM METAL KICK OUT \ STUCCO, I' FROM \\ \-------- --- --' e , ;i WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) \\`\DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH A �\`\\ /WOOD, 1/2' TEXTURED \ FINISH m CMU �/ ' 2x6 SUB -BAND W/1'x4' NOTCH — END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ` 4 L A SUB BAND DETAIL ® WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x i W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/1�'x4' NOTCH m END I METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK-OUT kmE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA¢'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.eom AA 8: 0003325 h _ O 3 4A w F 40 r 13DIV. de I.OT: SILVERADO LOT #43 BLK #18 PROJECT* 04128.002-43181 MODEIa 4EHB "2605- HAYDEN" GARAGE 91RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB—B D 150 H B 1 awTE: 07/27/20 SCALE: 1/4"=1'-0" F TE-1 4 is I I q I- w 4"CON a SLAB g Ow � a N m 1.1 I--------- FM•16x18— —1--- ----4—_..I 10'-0" 11'-8" I Im I x ' tO o6-0=I u I TOP OF SLAB I w� I N O w 4 I I N 20'-5" LL 9 LW-12x12 v 11 • m O �fI� 1.1 V° N l „" I 0:ic CWC-12XIF cLLnii I c w ILL vii� I in UP TO 2ND FLOOR 4"VC 3-6" (FIELDVERIY CSE I 00" EXACT LOCATION) O . 5 TOO � O 3_0 SLAB 0 8. 1� a /#3 TRANSFER STEEL 3 I 24' O.C. MAX N I I 5Q 2 h 0'-0" FIN. ELEV. I R 1.1 w m FIN. CONC. SLAB I I`° 19I to ILL 10" 16'-0" L — FM-16xl8 0 4 4 LL � 4" CONC. is I a SLAB J Y LL L FM-12xl8 — 0 FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-M", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 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 G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WIA4 WIA 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. 18" - (2)#5's - (+)0'-0" FM-ISX18 16" CONTINUOUS Is" -7URF s _ + "-0" FM-20a18 20" CONTINUOUS IV, - s FMC-16x18 16" CONTINUOUS IV, - s - VARIES CW-12x12 12" SEE PLAN 12" - s - (+)O"-0" CWC-12x12 12" SEE PLAN 12" - s VARIES F-24x24 24" 24' 12" TE-1 8" SEE PLAN 1441 N. RONALD REAGAN BL LONGWOOD, FL327B0 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.00m L AA #: 0003325 Y � s 14 A K 4A ilu SRJBDIV AC LOT SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODICU 4EHB "2605— HAYDEN" GARAGE !!WING: RIGHT PAGE: FOUNDATION PLAN 150 MPH B 31 07 27 DATE: 20 / / aCALE: 1/4"=V-0" S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z ^�. .V Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED — 4 a CELL SEE PLAN FOR SIZE AND p CELL SEE PLAN FOR SIZE AND �> c . O SPACING REQUIREMENTS .-. SPACING REQUIREMENTS '� GARAGE DOOR 4 Lu m Lu mU J w ° _FMB. _ V " W RECESS J ILIYa V IY Q � g= - Z 8' CMU WALL O 8" CMU WALL > f CORNER BARS, SAME SIZE AS LARGER BAR I O W e• O Z m `- P-0" - I ° IN FOUNDATION WITH 30" LEG EACH d w = M +- 0'-0" �~y TOP OF SLAB _ WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS W N TOP OF SLAB �~ MATCH AMOUNT OF CONTINUOUS BARS ?Ir CURB FOR n EXT. PORCH SLAB W/U2"ISOLATION �e SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY)EXT. #3 18" LAB � - VARIES ' ° SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER ICI°; ILL.i/x o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �' MASONRY UNITS SET AT ELEV: JOINT (WHERE • 8" CHAMFER (2-STORY) #4 24" Yy/2''OISOLAS ION (1-STORY) 6" CHAMFER (2-STORY) .. 0'-0" APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Tea Z o. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE #6 36 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 BDALE: 3!<"=+'-o• GARAGE g CORNER BARS DETAIL (Dpgq_R��SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN Lu 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE j O NEW REINF. BAR BTM. PLATE TO BE PT. O 0- SECURED W/ 2- PART S PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED 00.. EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE < 8", LINO NAIL 16" O/C STAGGERED. W/FLANGE ® BASE Q 0 FOLLOW ALL MANF. ADDITIONAL METAL y � SPECIFICATIONS FOR CONNECTORS NOT USE AND I REQUIRED WHEN NO F=- ro PREPARATION OF N UPLIFT IS PRESENT. HOLE. SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4) 1/4" X 2114" o p }• ro < TAPCONS QFO TOP OF SLAB Q' 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) e. • s EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 314"=1'-0" SCALE:3/4"=1'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" �y AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFY HEIEI LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL C SPACING REQUIREMENTS PLATE 16" O/C STAGGERED. ADDITIONAL METAL ¢�¢ m V CONNECTORS NOT REQUIRED WHEN NO m 8" CMU WALL UPLIFT IS PRESENT, POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) _i TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE �.2XWALLFRAMING.-1/2" IGROUTED OF SLAB _a. DIA. SIMPSON ST82 BOLTS 6'SEE MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND EXT. PORCH SLAB SLAB SCHEDULE 4" CHAMFER (I -STORY) ZW4TOP BAR SIZE 48 BAR DIA. E O c ° W/ 1/2' ISOLATION s 6" CHAMFER (2-STORY) #3 18„ ° 16" O.C. VERTICALLY MAX JOINT (WHERE • 24" • APPLICABLE) Z MATCH STEEL SEE SCHEDULE 6" PVC CHASE � REINFORCEMENT iv PER SCHEDULE 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL 1 SEE SCHEDULE REINFORCEMENT J ��INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE PVC CHASE PER SCHEDULE AND BAR QUANTITY BDALE:34"=+'-o" (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 11 SCALE: 3/4"=V-0" 12 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 VA".abdeaigngroup.com L AA M: 0003325 Y �S 0 ]_LL W) 0 stmDm Ae LOT SILVERADO LOT #43 BLK #18 PROJECT* 04128.002-43181 MODEL 4EHB "2605-HAYDEN" GARAGE 8Wn4G: RIGHT PAGE: DETAILS 150 MPH E . B TIE VERTICAL REBAR TO HORIZATIL N.X REBAR WI 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV, TO HORIZOMAL �- REBARW/,""HOOK Z GROUTED BOND BEAM -,J, VARIES PER ELEV. ° Z 1441 N. RONALD REAGAN BLVD i ° a: n LONGWOOD,FL327W N .Q..... PH:407-7744i078 FAX407-7744078 www.abdesigngroup.com c o o AA III:0003325 #5 BARS Q C fd 0 8„ b 10"HOOK M I. � IL o CLEAN OUT REQUIRED p K ° FOR INSPECTION a6] Q •• z O 0'-0" FIN. FLR. O -..a TIE ERTICALREBAR��; TO HORIZONTAL b ■ - REBAR W/ 10" HOOK Y 3 ro O 1 fill BAR SIZE 48 BAR DIA* 1 .1 �Ik' CMU UNIT DIMENSIONS 0 0 O tl#4 30" ° l _Icy ARE NOMINAL SIZES #6 1. OFFSET METHOD CONTINUOUS BAR SIZE 48 BARD - #T 42" METHOD #4 s<� • MASONRY SYMBOLS HORiZONTAL/VERTICAL HORIZONTALNERTICAL #5 301, 3 SCALE:314"=l'-0" R-4 REINFORCING %� REINFORCING #6 36" #7 42" lu SCALE: 3/4"=1'-0" L SCALE: 34"=1'-0" il W w O > =i NEW REINF. BAR a y I SECURED W/2-PART EPDXY. MIN. EMBED J 6", UNO Q U) I FOLLOW ALL MANF. SPECIFICATIONS FOR _ USE AND co PREPARATION OF ZHOLE. W a a 14 STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=l'-0" BuBmv. a L.OT SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODEU 4EHB "2605—HAYDEN" GARAGE 91TVI 0: RIGHT PAGE: DETAILS L150 MPH E B 31 A NO 937 DATA 07]�� 8CALM: 1/4elm=s1. 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 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 1Q (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W,xH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I 18" PRRECASFTT & PRESTRESSED U--LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT 611111Iw60Va0 I SAFE o GOAD 61111111IF-6Mw 1 SAFE LOAD - POUNDS PER LINEAR FOOT 3-4' (42) PRECAST 2291 1 Gem 14me n1a lea ea74 foam tfem r'� (42") PRECAST 7028 1024 INS T4' (41") PRECAST 1em ama apt 43e4 Gam OM 7001 V0 (48) PRECAST ISM amt 27n Gam 4110 mn nm aw 4,4• ( PRECAST M M4'4' 1305 l46') PRECAST 1ma tam aaee 3M 4570 M eon Gem 4em ma 7aa W4 1mm /tam lam tam me0 ane 4e70 m an 4'0 54 PRECAST ( ') 15I8 Np 2118 0 a7ea 46n 6400 an `� (�� PRECAST 592 691 1073 4'4" (54') PRECAST Im7 ape 270r Gan 4ma 47tt Gan 2/p 4S?e Gila m4a ae7a tons nma ,� mp 278i arm 40p all aaa 5,4• (84� PRECAST 1217 faa UNI INS 2m0 3128 am42p e'P (84') PRECAST 411 411 745 5'I' 041 PRECAST 1no , nm m pm Gan 4m lam a0m Sam 1"? 141 fold 1715 22M 280 mm am1 4111111 8.10' e0) PRECAST 1552 Ha 1173 Im1 2000 Zap 30m 300 6-10' (70') PRECAST 949 3� 818 8-10 (711� PRECAST on t M 3W7 Gam 41W 1451 2s22 4am ?tee 7181 aam m "BY 2m 210 3107 Gem 4133 li (» tam 21" 3W =I SW 403 a0n B'4' (M PRECAST 607 721 41q B'd (M PRECAST m27m 3251 a71 12m 21" MIS MI Gam I eem am 148r INS Gala 27m 3251 V12 r4' N09 PRECAST 7421011 1n1 lfaa 2M 22m NO a/n mm T4' (BD') PRECAST 424 6S4 383 T4' (90•) PRECAST 172e 2m, Gem eml ep7 eon 12s4 tem 2ma 24m 2e27 3M 11`4• 11 PRECAST M Hm tam 21a4 a4m an Gap 84' (112' PRECAST 926 512 220 PI• (112� PRECJIST 7m 11 t4N fez 21n MO(7271245 100 2ae4 a4m eap ap 1815 IN3 lam tam 2e1o104• (1287 PRECAST 475 MNO 12a = 21n 2fm tam 10'4' (1251 PRECAST 264 401 180 lIY4r (128D PRECAST an m I"O 1 2W a4a lam 1em 20m 2781 4754 g em ,1111 141a IM 2M tam 714• (195') i71ECA8T 364m2 Om ep tam 90 2413 a1n 4am 114•(1aB� PRECAST 250 482 154 114' (125') PRECAST Got em t0n 12 1H 171 am tam ta40 24m 3127 4om en 1 1an NO Iota. 21e4a (144� PRECAST en M4 1084 nm on alp 1r4' (1441 PRECAST 2N 402 187 Ir4' (1441 PRECAST 4m 7281?4• ep an 1254 lam 21M 2eee Gap mo op lap , 1n 2MIS 18'�4' (ion PRECAST 205 at7mIon/am 1a7e 2ma ta4• (150' PRECAST 217 324 110 IT-C (1W) PRECAST am 007 7m IN-1 lam 4n im t2N 14M ISM late gem 42e 400 7m 110 N7 , ten 14'4• (185') PRECAST try � l0e lop tam ten nn 2m0 14'4• (185') PREGAB'T 205 2I5 100 14'-0' (188') PRECAST am am ee0 724 em t7ID 442 im ,On tam /en nn 2m0 n0 4m 717 IOm t 1 1m7 11'4' (t'M') PRF.BTRESB� N.R. NR NR NR NR NR NR NR 14'4• (17n PRESTO N.R 2B4 W 14'4• (178') PRE 2m 248 8m am em em 672 2m em , ap , 11a1 17" 4N 7m ,an tap 2ne 2n7 27f2 154' (184') PRESTRESSED N.R. NRNR NR NR NR NR I Nk IS-4' (1547 �� N.R.25I S9 15I• (164� PRE8TRE88ED 214 2m aw am 40 ne m ON 7m 1244. nt 1400. t Iem 412 740 I= Ina 20m tam m,a Ir-Ca 12587 PRESTRESSED NA NR NR NR NR NR IA NR 1T 4' D PIr�TRF88ED N.R.N 194 81 7T 4• (TOOT PRESTRESSED tp am 4oa am ea 740 M. 1 lm 1271 en Will1 am ON em I= /em tap 2m1 I'-4'R 1292') PRWiREBOED N.R.N NR NR NR NR NR NR 1I'i• =PRF.S7FIE88FD N.R. 148 52 1O'I• Mn PRESTRESS® fp tons m 34.4a 40 en ae7 m1 047 1 747 1$/ M/m Mion i2p Ina IT" ,n,�. (2dd7 PRFSiRE88FD NA NR NR NR NR NR to NR 21'4" Mn PREST N.R. 125 42 21-W (258') PRESTRESSED 142 /a 2m 2p an an NO en 40 rn am am am ,op !Beam am ep 1114 Gam f4m 27-V (264") PREPRF.OSED N.R. NR NR NR NR NR NR NR 2r-W (254) PRESTRESSED N.R. 116 40 2r4• (2641 PRE$IAESBED to Is? 1n am A an ata 4m me ep em em am In me am mIw 1215 tam 21'-0' Mn P N0. NI4 MR NR NR NR NR NR 2P4• Cam") PRES RIME N.R I1 33 24'4' M"PR68TRE88ED 124 to 2n m2 41e 4p an 1a 9W 4m am ee4 tam fm 124 202 a» 411 am 7117 en (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. W THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM BAPS LOAD TABLES' BY CASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINSM P OF BEARING PAST EACH SIDE OF WINDOW OPENING FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4018 www.abdesigngroup.com AA 8: 0003325 d a a I stmDm Ae w SILVERADO LOT #43 BLK #18 PROJECT 04128.00 —43181 MODEZA 4EHB "2605—HAYDEN" GARAGE t TaNG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NO ES 150 PH B 31 A DATE 07/27/20 sCA M:1/4"=1'-0" sFIEET S2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ 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) 95 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. S. 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` DTH^ # OF #5'S, IN BOND BEAM COURSE ��16-1T/l / B w —� NOMIHEIGHT T # OF #VS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1TAM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- IT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31M" WINDOW E. SILL Z c `SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=V-0" SINGLE #5 CORNER 1 BAR, 30-30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGEIN DTELEVATION OF BOND BEAM SCALE: 3t4"=l' BOND BEAM 1#5 TYP. 9'xt6" BOND BEAM •,�' 1#5 � 8 8x16 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARI BOND BEAM GROUT SOLID FROMT P LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8x8 PRE -CAST CONCR LINTEL WI (1)#5 BAR ( LENGTH OF BAR = WI MASONRY DPE"'NG-2"BEAM DESIGNATION OR n8x8 PRE -CAST CONCR2LINTEL, W/O STEEL (LTO PLAN FOR LOCATITno . WOOD SECTDN FASTCi OPACNO e. -2"MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX }'MIN, 2}"MAX as = }" MIN, 2 }" MAX 06 =2" MIN, 2 }' MAX s,-2}"MIN, 9"MAX 02d &=1}"MIN. 2}"MAX eo =" MIN, 2 }" MAX E. =2' MIN, 2 }" MAX e. = 2 }" MIN, 9" MAX G98a 4 =1 }" MIN, 2 }" MAX Od =#" 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 i }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 06 = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE D.-DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. JUL 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdeWgngroup.com L AA #: 0003326 F^ W Y 8 y A � Q evsa:v aroT: SILVERADO LOT #43 BLK #18 PRAJECT 04128.001-43181 HCDEL& 4EHB "2605-HAYDEN" GARAGE OWngG: RIGHT PAGE: DETAILS 150 H W. B 2020 DA E. 07/27/20 9CAL.E: 1/4"=1'-0" 9iIEET %s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 10 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 HILT[ 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-i 4X6 (3)'2'k5 Yx") SYP. HTT4 W/5/8" DIA x S' 5/S3.1A PT., WOOD POST EXP. BOLT r— — — — — — — — — FIRE DRAFTSTOP L--------J FLORS—� O 2X4 NAILER PRE-ENGFOR DRAFT . _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS�I ,, � j II TI 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CMU WA SIMPSON LGUM26-2.80S W/ (6) 4' TITEN HO ANCHOR AND (6)1. 1/2* SIDS SCREWS TO G6 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" OWT 1 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003326 V 14 U 14 I J ry C i i StMDM Ae LOTil SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 MODET. 4EHB "2605-HAYDEN" GARAGE SwuiG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH E . B DATE. 07/27/20 SCALE: 1/4"=7o" SHEET s3 -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 k" NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" 01 SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) i TYPICAL TRUSS/ s ib ic GIRDER CONNECTOR(S) '� ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1 2z WOOD FASCIA SEE E ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. LG� 1x2 SECURED W/ 1Od MASONRYBOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-O" MAY BE ADDED W/ 10d 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) J' x 5" TITEN HD TO CMU AND (12) SDS k x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HO TO CMU AND (18) BIDS }'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a S2b �2c TYPICAL ROOF GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W1101Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1Od TO TRUSS AND (4) 1/4" x 2 1l4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE X-BRACING IS PRESENT AT TRUSS (DIAG. BRACE TOft(2)10d' LSTA7220 GAUGE COVER 5 TRUSSES)4'4' O.C. (AT SHEATHING W/ 10dxl/2 HDG NAILS SEAMS) U-0" TO 30'-0" (1) W' BRACE @ EACH END. TOTAL OF 10 39-1"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK W/ 1/2" DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ GIRDER FROM CENTER TO END. G WASHER SET IN NIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 112" HIGH TRUSS ENG)CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD s @EACHTRUSS SECURE TRUSS TO TOP PLATE w/ (2) 0 - TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 6 (18) 16d x SE E SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .n< 1/2" GYP. WL BD. - 4.. a ' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALEi 3/4"=V-0" GIRDER/WOOD POST CONNECTIONS n C J SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. �► BQALE:3/4"=l'-0" (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE >5/8" -HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8' C - SIMPSONHGUS28-2 G <2400 LBS, U < 2560 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 BTM. HOLE DIAMETER D - SIMPSONHGUS28-2 G <4800 LBS, U <2650 LBS W/ (4) 3l4"• WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/5•0 DBL, STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 E - SIMPSONHGUS28.3 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 WOOD LEDGER STUD NOTCHING ATTACHMENT DETAIL %1 AND BORING LIMITS SCALE:34"=1'-0" 0 SCALE: 1 1/2"=1'-0-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE 22MAX. W OPEN WEB TRI wig 'HEDULE FOR —SEE LEDGER w Mr AZE 5 1/2" SCHEDULE ABED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR Z LEDGER SHOULD LAP A MIN 2 OF 4'-0". 3. ALL BOLTS TO HAVE Z WASHERS m 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY SYP PT CLOSER THAN 6" O/C. WEDGE (2)2X10SYP Z PT A- L FLOOR JOIST LEDGER SCHEDULE MARK I SIZE ISOLTSIZE JiM ETD DWANCE1 CENTRAL SPACING A DOUBLE 2x8 1/2" 1 8" 1 16" O/C E DOUBLE 2xl0 (2) 3W 1 8"1 22" O/C WOOD LEDGER DETAIL T l/ SCALE: 3/4"=l'-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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" 1"I IN RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.00m AA #: 0003325 BUBDM & LOT SILVERADO LOT #43 BLK #18 PRODUCT# 04128.002-43181 MODELa 4EHB "2605— HAYDEN" GARAGE SKIING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 MPH EXP. B PRINT 07/27/20 DATE SCALE: 1/4"=1'-0" 9HEET S .I FLOOR DECK 2x6 PT TERMINATION 2.4 STRONGBACK SECURED TO BLOCKING SECURED TOO WALL El El EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° z 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x6 BLICNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; MI BELOW STAGGERED OFF CENTERLINE OFF 2x6; II� 3/4" AS SHOWN DBL 2X8 LEDGER I„µ' TO CMU W/ 1/2" EXP. BOLT MI 8" CMU WALL REINF PER PLAN AT IV' O.C. AND 8" FROM END W/ MIN 5-1/2" EMBED. PER ELEVATION FLOOR2EC j< III�314„ Sri NAIUNG PATTERN T .I, 24" M �—PRE-ENGINEERED WOOD 2z4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 12" FIRE -STOP ixz FIRE -stop REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3/4"=1'-0" SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMMON NAII S EACH END FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2" HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT, PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 3 O MI #8 WOOD SCREWS Ik x 2" LONG @ 3" O.C.; I*µl STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS IMF /4„ NAILING PATTERN 2.4 P.T. CEILING `PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE. MASONRY NAILS FRAMING PLAN) @ 12" O.C. BL 2X10 LEDGER 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0" TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE —� CONT. 20 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10--0" O.C. MAX. GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED MI AS SHOWN III DBL 2X8 LEOGER iJ111Ni1 TO CMU W/ 1/1 EXP. BOLT 8"CMU WALL AT 16" O.C. AND 8" FROM MI REINF PER PLAN END W! MIN 5-1/2" EMBED FLOOR DECK PER ELEVATION LL ; 0) WULING PATTERN 24" M �-PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1 X2FIRE-STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 W ww.abdesigngrou p.com AA M 0003325 Aso o A a r 4A W BtMDM ae Loll: SILVERADO LOT #43 BLK #18 PROJECT 04128.002-43181 MODEIA 4EHB "2605—HAYDEN" GARAGE 81RNG: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 MPH EXP. B 0 DwT� 07/27/20 BCALE: 1/4"=1'-0" 9L3EET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION JUL 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407.774-6078 FAX 407-7744078 wwwAbdeslgngroup.com L AA N: 0003328 ti v 44 zy 9i a aVBDIV. ae LOT, SILVERADO LOT #43 BLK #18 PROJECT 04128,00 -43181 MODEI9 4EHB "2605-HAYDEN" GARAGE 9VMM: RIGHT PAGE: DETAILS 150 MPH EXP. B nw� 07/27/20 aCA M: 1/4"=V-0" SHEET S3.1C r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/7' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 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. HEADER SCHEDULE MARK SIZE S, DESCRIPTION REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID I SIZE SPACING B61 MASONRY 3000 8x16 (i)#5 I (1)#5 I GROUTED SOLID B82 MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS 8" PRECAST &PRESTRESSED U-LINTELS 4-40- 9 SAFE LOAD - POUNDS PER LINEAR FOOT N SAFE LOAD PLF TYPE BUB 4� IN243 aF+� a7D4B V2143 VA-09 1Fffi49 TYPE .... I — I Rrru LENGTH W-r (42') PRECAST 22SI NO (46n PRECAST 1966 4'41' (54') PRECAST 1699 V4' (64') PRECAST 1217 6'-10' (M PRECAST 1062 B4P (7Y) PRECAST 90B r4' M PRECAST 743 9'4' (112') PRECAST 564 10'4r (120n PRECAST 475 11'4' (13n PRECAST 382 174r (1ND PRECAST 337 13'4' (IW') PRECAST 206 14'-0" (10n PRECAST 279 I*r (17n PRESTRESSED N.R. 15W (184') PRESTRESSED N.R. lr4' PM PREPRESSED N.R. 194' (2321 PRESTRESSED NR 21'W RN) PRESTRESSED N.R. 2r-W (MV) PRESTRESSED N.R. 24'4r (24e9 PREFF 3M NR =�®mom 000000� �0�®OC�mm 0�©D©00 mosao®oo ®�voom mmomo �m000mo Om�0��0 O0m00�Qq oo®o©ov oom�o�v domm000 ommmmoo OOmm®DO ®ommmmo ®��I7mmm0 D�OmOmm ®gym 00��0�0 ���0000 0lm�llzm lg:m0 OEM 0 1111101111111m0� 1B I = 1 ILO 1 W4 1 4N I IM f 129 (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TAKEN FROM'SAFE LOAD TABLES BY CAST'CRETE MAY 2016 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3'4P (4n PRECAST 1025 1024 1696 4'-0' (4n PRECAST 705 763 IWO V-r (64-) PRECAST an 591 1073 9-4' (64-) PRECAST 411 411 745 F-10- (M PRECAST 340 339 616 V-8' (7M) PRECAST 607 721 490 r-6' (BD') PRECAST 424 534 303 9'4' (112') PRECAST 325 512 230 10'F (1280 PRECAST 254 401 180 11'4- (13n PRECAST 260 452 154 1120 (1441 PRECAST 2" 402 137 IV-C (1M PRECAST 217 324 110 14'0 (18n PRECAST 205 293 100 14'4P (176) PRESTRESSED N.R. 204 91 16'4' (154-) PRESTRESSED N.R. 259 83 lr4' Mn PRESTRESSED NR 194 64 19'4' Mn PRESTRESSED N.R. 146 62 21'4' (26S) PRESTRESSED N.R. 126 42 274r a640 PRESTRESSED NR 116 40 24'0 Mn PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST 8. PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �m000�m0 moos©oo m00��00 sr.��l+�oomo ��000mo _ oQe��rc>1nQ!�n Q"Imll wall K= .'111111mr, 0=1 Ki'Ea rll oo®o©mom 0�®m®00 m! 0Q^Q10 mr, Q1Q1K0 � 0Q'1CS1Q1@1C4'�@,1 m�a o m=lE 7i scrod � (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE A0149" V OF BEARING PAST EACH SIDE OF WINDOW OPENING f=--------------------------- —-----------------------=� 1 1 1 8F16-1T/OM/OB 8F16-lT/OM/OB 8F16-lT/OWOB ♦ 1 1 I 1 1 1 ♦ ♦ 1 4 1 % I 1 1 1 �% j 1 1 GT ,% I 1 I I U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, ♦ TOP OF WALL EL 1S-8" I I I I I I 1 1 1 1 I i ♦ % 1 1 `� '# j ♦ 1 4 1 ♦ r ♦ %, 1 4 1 40, Q ♦ I GT ♦ i 1 i %% 1 ♦ ♦ ; `% 1 1 8F18-lT/0M/0B ♦ ♦ % 1 Itl -� P------.{ ♦ ♦ 1 1 �-----------J 1 j2.1 1 I BF16-1T/OWOB 8F16-1T/0M/0B 8F16-lT/OM/0B% 1 1 1 ��-}--------------------------=� -------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 Y O aTJHDM k TAT SILVERADO LOT #43 BLK #18 PROJECT 04128.001-43181 HODET.4 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN %150,4PH EXP. B 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 110 1, 1 1 1 I 1A CJt I , I ROOF FRAMING PLAN SCALE: 1/4" = V-0" Ju 1441 N. RONALD REAGAN 8l LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407.774.4078 www.abdeslgngroup.com L AA N: 0003326 nr ds h G -LL aysa:v aLOT: SILVERADO LOT #43 BLK #18 PROJMCT# 04128.002-43181 MODELA 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B /, I a i 1F'-PF HIP ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-1 0 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 I G (16-20 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 112" 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" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 11 r J Q WN Pi. Zw W U'W ZYZ =U � 0 z� R W Yz 4 W W U W U ( 00 d. of O m LU ° a t TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING z= _ H o ❑ 5 3 m U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD X. A"CHMENT FOR ROOF SHiATHING (. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Ed x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS (@ 12" 0.6wIN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE fiX,AIR ENTFWNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUIBSON-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED $INCHES AND SEALED NTH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 paf TOP CHORD-non-conwrreM 10 psf BTM CHORD-nonconwrrent WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 95 BAR - 30" #7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036- AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAMTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 paf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 pet BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10p9f MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 li 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) RESPONSIBILITY TO VERIFY EH R NSILITV OHE CONTRACTOR RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40Paf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4V0EHHIIpSfCLE MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 67MS 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 OF THE CONTRACT DOCUMENTS ONLY ITSHALL B T E F T MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE SEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE ftn - 1500 PSI. BLOCK SHALL BE PLACED USING 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 WILL . RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING G TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB COMPACTED A DRY DENSITY OF AT LEAST SUB -GRADE SHALL THE THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL , D A 7. SOIL FOR TERMITE PROTECTION, BE CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 94 OR MEASURING, MXING. TRANSPORTING, ETC. CONCRETE TICKET$ SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL. POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS); B. FOR CONCRETE EXPOSED TO EARTH ANDpR WEATHER 1-1/2' FOR #5 AND SMALLER T FOR MS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS i-1(C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: 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 = 38 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 46 Ks1. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 Kai. 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 FA TENER APPLI-1- 9RE TYPE SPACING REMARKS APPLICATroN aDE TYPE SPADING GEMMKa I-TFURPoNGTO MASONRY ICONG. CASE HARDENED wx NAIL I III'LONG. B- GARAGE DOORBUCK TO MASONRYICONC. 11CDW.LFAETE=R NO WASHER CONMRY BO/C 11?EMBED., d'EFD DIII. 11?EDGE DST. 9GD.A. EXT Do-i GASE HARDENED COIL W'OIC WNDOW,iXXIW FASTENED GARAGE DOOR SUCK 1?DM. W/ OIC CEMBEO.,4"END DST., 1. PT. SEE NOTES NAIL 1 -LONG. STAGGERED I- MASONRYlCONC. TO MA90NRYlCOND. ASHER EXPANSION BOLT ]d' J" EDGE DST. WMDO'W BUCK CA9EHAROE 00I. C'Q'C WNDOWDOORIFASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTEA NAIL 11?LONG. STAGGERED I-MAsormrrc�D. MAsoNRrr co"c. REQUIREMENTS EXi.9WMGDWR Q)119'DN. 'TAPCON' t801C 11?'EMBED, B' END NON6EARING WOOD 113'° EXPAN9KKJ d'EMBED. 1'ENO t1 O� BUCKLFT. SEE NOTES NO WASHER FASTNER DI9T.,11?EDGE 05T. WALL iO GONG. SLAB WI WASHER BOLT DISt., E.G. UST, PT wIMIOW BUCK II .-PAFx q19' 6"QC 11 END. DIst.,11? PT TO9NoTES L„SEE a GGEREO EDGE DIET. NO Ea 1.SST�APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-77448078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 aUDDIV. ag LOT: SILVERADO LOT #43 BLK #18 PROJECT# 04128.002-43181 MODEU 4EHB 132605-HAYDEN" GARAGE aVRNG: RIGHT PAGE: DETAILS 150 MPH EXP. B Dw� 07/27/20 aCALE: 1/4"=1'-0" a*fES N 1 'I) k *4vn i r , I'll 'StAll