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HomeMy WebLinkAbout35556 Burma Reed Dr4 (� J �i ` 9920'f05-4EHB -HAYDEN ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE AUG 1 r 1 2020 CITY OF ZEPHERHI PLAN E)(AMIN HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS) .VWMA B �INCoDr,, ►,,, SM 1 (=7) -ML IXA MD STATE CDBI+l3 -OCCUPANCY _ R GROUPBD. •CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vult=150 MPH Vasa=116 MPH :EXPOSURE '�O� _ B RESMENCB •2-3f0ILY RESmRNCE -MAR. BRIGHT AS PER LDCAL AND STATE CODES ABV, ABOVE LAV. A/C AIR CONDITIONING LUM. ADJ ADJUSTABLEPR ALTAMP. AMPERAGE MIN. BGARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR CLEAR O.C. CONC, CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DALGLAZED Pp DU. DIAMETER P.T. DIM. DIMENStt N R.RISER DISP. DISPOSAL RAD. D. DEEP RA.G. DR DOOR REP D.S. DOWNSPOUT RM. DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA' EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SET, H. EXHAUST SHTHG. EXT. EXTERIOR SHWR P.G. FIXED GLASS SIN. F.G. FUELcAs SL. FIN. FINISH SL. GL. FLR FLOOR STD. FLUOR. FLUORESCENT SWS FR DR FRENCH DOOR FIG. FOOTING TEMP. GA. GAUGE THK. GAR. DISP, GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE W H.C. HOLLOW CORE V.P. HDR HEADER W. HOT. ORET INSUULLAATION WU. MT. INTERIOR WOW. W/H W.I. LAVATORY LUMINOUS MMADICINECABINE= MINIMUMS METAL THRESHOLD MOUNTED METAL NOT TO C SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN REFRIOERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SEEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION �,� 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET 188LED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AL -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3J-FRONT & REAR ELEVATIONS "J" PG A4J-LEFT & RIGHT ELEVATIONS 7 PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN MB PG PI-PLUING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WAIL ASSEMBLY DETAILS 02M/10 ADDED ELEV,'J' 4 W WITH SIDING PER MARK WAS em" BID SET RE-I8&ED TVA Ab FOOTING REVISIONS PER M. DCULES 06/D/B I -JOISTS INCORPORATED INTO MASTER PLAN 0b4bA6 CONSTRUCTION DOCUMENTS RE -ISSUED 00/IT/IS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0Vl6119 DETAIL- 'ADDAJCs BAR TO BOND BEAM' ADDED TO SIZA 02fAA5 PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 7�� ROLA11`I D. A. AB OUCHAC RA AR No. 93723 A.B. DESIGN GROUP, TLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVISED LINTEL SIZE AT FRONT ENTRY DOOR It / > SQ.Fl. CALL. S 0446AS UPDATED LEDGER BOLT SIZE 4 SPACING 06AS" REVISED I -JOIST LAYOUT IST FLR LKING3 IJ04 15a FT. 'iI�ID Fj.R uVI%Cf I ICI 80. FT. TOTAL LIVING 2,600 SA. FT. GARAGE 433 SFT, �la M'J' 43 SQ.a PT. TOTAL ELEVS'J' 3"b SFT. a. PATIO g0 Go. F.T. Ob4m ADDED LED UGHTB TO KITCHEN 4 BATHROOMS PER MARK 5=8 OTR3A9 ADDED STONE OPTION TO ELEVATIONB'G%'W,'J' 4 K' 0W INIS LEDGER DOLT 8PACING REVISED IDRS/1% ADDED OPT. V-0' CEILING NEr*ft VIAMO REPLACE USP CONVECTORS WITH SMNPSON CONNECTORS 0umw REVISED DETAIL ON SHEET D2 OPT. W-0' CL& NOT. OSAVJO REVISED STAIROAGE AND STAIR SECTION DETAIL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.LA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG 94-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngmp.com AA is 0003325 a M Q R0X sunDi;v. de XIOT: SILVERADO LOT #35 BLK #18 PROJECT# 04 .002-35181 MODEL 4EHB "2605- HAYDEN" aARAGE BWXNG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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 R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %•INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %.-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS E PECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES iTPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLAIIBriO 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 NTH 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. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANC- 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 - 1"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 112' 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 AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOC UMENTS, AND FOR CONSTRUCTION OBSERVATION. SA41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA B: 0003325 bY Y .4 sa 14 BUDD:v Ns LOT SILVERADO LOT #35 BLK #18 PROJECT/ 04128.002-35181 MODEsr 4EHB "2605-HAYDEN" GARAGE BM WO: RIGHT PAGE: GENERAL NOTES 150 MPH FjXR B AA NO D TZ` 06/09/20 BCALE: 1/4"=1'-0" BitE CT GN D6L. TOP PLATE O m U'AA-� BAR DETAIL SCALE lk ARCH DTL. B SCALE: 1/2'•I'-V' 47' N. HALF WA.L all CAP 0) LAYERS OF 3/4' PLYWOOD GECU E TREADS TO STRNC&A ��„�M.00R -� SOLID NAILING I�CALFRtlPE R�TO D� AHU GLUED . ecReuED FCR fMTDlR SOLID NAILN6 TO EXTEND R SWEA T INd. SS hD'-V 3/4' 2ND PIN. FLR THE CLEAR SPACE BETWEEN D \ 1 1/2' THE HANDRAIL AND THE WALL \ MIN. SHALL BE NO LESS THAN 1 1/2' g _g•,, HC,T, HANDRAIL • 36 N \ \ W/ 2X4 RE-IPFORGNG FLOO G eYeTEn(on FLOOR \ FRAMNd1 eNEET) \ NOTE: 4KICK \ WA L 1/22 C- HANDRAIL ENDS SHALL BE dam, PLATE \ r MAX N0 uu° RETURNED TO THE WALL OR EETDIAA �Rt orl TO CONFORM TO POORrTN \ b• TERMINATE INTO A NEWEL MIX TIlAD.10• MAX RISER•l 3/4' l/li' STAIR DATA: MAX VARIATION N RISEaSl11lADS \ MAN. POST. ADJACENT TO EACH OTF!" "' MAX 6 TREADS • ANY NANDRAIL \ S T O R VAaATION N MWERRIlAD Mp•� I' NOSMG CIRCULAR CROSS SECTION VIA TO EE 1 V4' . \ 4 •-V4' OR PROVIDE EQUIVALENT SRASPADILITY WNDERS- MN. S' WIDE • 3-T4O S1T STRNaER \ NOTE: NARROW DID MN n' 001M • Q' PROM NARROW END 34' MN HANDRAIL WST. RENFORCED WSFf OA044 OF \ z i. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A MVE FL-4MORWILAM 0 \ o W 0 DIAMETER OF Il't 2' OR A NONCIRCULAR CROSS SECTION WITH A E0 °IMIN \ 0 $�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 i,'4' AND •&C-LOWED A 4EMBLE 6PACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR \ A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGED SIMACE AND ANY SOFFITS PROTECTED ON 2 EA \ SHALL HAVE A MINIMUM RADIUS OF I/$'. TM ENCLOSED SIDE WITH N' CsYPGIJM 2Rx 12 STRINGER U S RING \ BOARD& Form 3w.l. SECURE I OG \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 80 PLF \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0 -m FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE tMAWN YN�AIL&*2X4P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO GLAD IUTNN V STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 OF EACH END. 32' OL. MAX STAIR SECTION (',-)\ SCALE, 1/2'.I' HANDRAIL SECTION D SCALE:3/4'.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 6 aUBDIV. Se LOT SILVERADO LOT #35 BLK #18 PROJECT* 04128.002-35181 W0DEIe 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B 1 DATE.. 06/09/20 BCALE: 1/4"=1'-0" aHEET A1A 'Ack.-A. amno "MmommommomoWOMEN m mf. (2) 3M2-SW EGRESS SECOND FLOOR PLAN 60--ALE; 1/4 - I'-V* d N ' RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdosigngroup.00m AA #: 0003325 N BtMDIV. 8. LOT SILVERADO LOT #35 BLK #18 [PRO lro 04128.002-35181 MODEU 4EHB "2605-HAYDEN" GARAGE 8VrMQ: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH W. F'PnDrr DATE: 06/09/20 SCALE: 1/4"=1'-0" SHEET A2 e SNMGLE FYPON 18-A48' DECORATIVE SHUTTER OR EO(AVALENT 18'-8' 2ND FLR, 6' RAISED BAND ITYP.J­,,,,, 2ND FIN. FLR 8'-8' BRG. HGT. _ e ENTRY' — 4' RAISED BAND ITYPJ 0'-0' FIN. FLR _ 26'-8' BLDG. HGT -LAP BIDING AS N� .III I1�' ''II' 1 ■■ ■■ FRONT ELEVATION SCALE. V4 • V-0' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT �g 2ND FIN. FLR i— 6' RAISED BAND COACH LIGHT AREAOFATTIC - 1595 SCL FT. NET FREE VENTILATION AREA REQUIRED 1/30D REQUIRED VENTILATION AREA • 1585 /300 • 5.28 VENTILATION AREA X SO, INCHES PER FT. (144) W.8 SO. IN. MN. REQUIREDVENTILATION .5X 780.8 IN UPPER PORTION OFATTIC 3810 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 3844/115 TOTAL# OF VENTS REQUIRED = 3.307S3 TOTAL# OF VENTS PROVIDED = 4 'AREA OFATTIC ISTHE PERIMTER OF THE HOUSE, IE55 THE OVERHANG EXTERIOR OF WALLTO EME80R OF WA NOOVERHANiSINCLUDED 18'-8' 2ND FLIT, ,�I8'-8' 2ND FLR EIR3. HGT�' --' BI63 T. I I I �m ,a2r"COAT DCEMEFIT I I v a 'v d DIRECTLY TO MAGONRY 4'X4" GALV. 'L'-TYFE I I A ~ PLASHING SET IN I I ROMPING CEMENT I I - — FAFE�RR iA6 A H0431"OVM D EOUW�ALE�NrLT 10'-0 3/4' 2ND FLR _ I I �' 10'-0 3/4. 2ND FLR TO MEET A6TM DT7e4 D466N ON TK' v2 TM�LEDGER p 32 —� --- ------_---_-----_—_-- --- - FIN. FLR/BRG. WT. ODD. 6HCATHING OR L-2' CDX OG.4 WT4M 6. OF EACH FIN. FLR/BRG. HGT. PLYWOOD SECURED FIER NAIL6Kl 8'-8' CLG. HGT.�,. I I ,i8'•B' CLG. HGT. GCMDILE END MAX. SET M 6rs°60IN �----� --'—'------------------- —' --- -- HIGH6TRENGTHEXPDXT- 2ND PIK LUS-26 R.R (!'!R ILEV) T '�•i` 2X6 eYT RAFTERS OR TYP. PRE U66 -ENOV TR I I (FER ELEV.) I I ROOF SLOFE PER ELEVATION MIN. 1/16' 066 6FEATH6IG I I 6(IMT TO EE SECURED TO CMAN EL FOR 6QFIT I I 2X6 MENDER* W Sd NAILS I I LUS-26 eV (P TER TO LEDGER AND (27 16'd'6 444 I `•' 0'-0' FIN. FLR TO 2X6 J016T 2 .0• �-- ---- ------------------- -- -- 2X►6YP ►TLED=RIW L12W THREADED ROD 32' O.C. 4 WTWIN 6' OF EACH END MAX.. SET M 6E'RM014 HIGH 6TRENGT4 EXFOXY 6' MIN EMBED. q\�OVNAHANG DETAIL REAR ELEVATION SCA-0. SCALE. V4 " I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA S: 0003325 Y SVHDm a LOT SILVERADO LOT #35 BLK #18 PROJIBCT# 04128.002-35181 MODEU 4EHB "2605- HAYDEN" GAPt"Z a VnNCi: RIGHT PAGIC: FRONT & JREARELEVATIJ" 150 MPH E 12 DA X-: 06/09/20 8CAUM 1/4"=1'-0" SFI>Bw A3 J 4 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MY OUTLET 20 AT swat PROLE R11V OUTLET OCR? OUTLET 62 OF OI44 Y21YED TO SWTCH OPI _��J � 1WV OUTLET f� WBIEO PALLNrEwrrER FTApopM ItMTANT TYM 220V OUTLET (4) WR COMBOTION T 'I OWa MIITTWFRPOP wrcw aWITCN 0-WAY OP I R OWTC14 4-WAY OPE R ' ^ It ". MONIED J ' V LIONS CELL LIBIFIT © LED OL S LOW LED VAPOR ©vlp FROM LOW OVP VAPOR PROW LIGNIT �Q Pt[CpSW cA4 vjw. PAN I Co" PER DO. PT. vONT. PAN YLLIOkIf I OM PER S(i Pi. V P12LTIES rePEc+ TRD eY 2-111" UARAP AMINO CEaE®1 tRE— R 2-OLD tLRA4• • L AROUO lElli MITJ 2' NJIOIIESCMW 4' P.UCPEDCIW p p ra--n--"--e-+ C w iRK1[ LIGNT O PANEL Nib METER 1 SD. elTDla DeTEcraR eaTT. RAG[.IIP ®111m 6/CO co DlTECTOR ta70 DNTA4ON OF NO L0=0"'A60 W NOT LE0• T3e11' ' PRIM WALL meamem LIOIHr rumseAl am OUTLET . TV.0441E JACK Ph WATER IEA"R MEW DRDweeeT AIR "NOITION11412,OW DNOCNIGT Aw ON I-Q TOLEVISION JACK CaMOM RoodaRREC TO M a1NPOPOW N O J-BOX ACCORDANCE YV BOX MAPICOO AD SUCH NOR Clai • BOX ombaimm C11LM PANR.1dNT AC ACCORDANCEIW ef MARKED AS SUCH POR 24' NC4/OESCDU O LOW •7RP 21' NCANDI ICIONT LISIIT STRIP 4&' 01CA4pSCENT LKINT &TPtlP PLO= LNHT oPT. NEOIRTY 1arPAD ei PA PIe _UMTON MR CHY`1tS PORT —we • LOCATION W TV JACICS 4 PWGNZ OUTLETS 4 PAID TO DE VERPIED • HOI PINM PMIE-CONSTRUCTION MEETING. • ALL IS 4 20 AMP BPA40W CNSDN76 TO M AIW PALLT PIEDTBCTLD PER CLECTYiCAL PROVSIONS OP � •TN EDRICN (ten) 4 NEC 210)2 2014 EDITIaL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GN a OLA D (NOT O4 IUTCflN CWIOWT) • DINa1AN4ER DNC10I441 CT TO RE LOOKOUT N PANEL • BATISYDOM 0041"T PAN TO HAVE MN. CAPACITY OP 00 OW NTER'IITTOIT PER ELECTRICAL PROVISKNS W SECTION ME10T! PRCR •TH EDITION (2en2 • ROOM RECEPTACLE SHALL OISOIND FAULT CN IO PALt PROTECTION PO! N?Q!LO•MERRIrTL1Y PCY6D ON PNDEIM MIFT SHALL BE NON ALLIC CABLE PEIE • W.50T I•CT1. AL PROVISIONS W Pere ED ELL P GR 11JO1 IC OVIOI • Op M TO COMPLY P'RDVISIQI• �WTHaELECTiRIICAL EDY` EIPIGILOM AND • 16f a LIeHTN6 W RE SELECTED TYPE Pao Room "Play CXX�ii= emium ION 141611,L] FOR VENT OR MICRO I PATIO 0 _ I I _ ROOM I ROOM PCLO PAN I L SIDE BIN IN / CABINET i I OUTLET /TO 2NO FL. I FOR DW SWITCH /Ji1l.2Lll\ • I I I L I / I I I • PAN. PRE -WIRED CLG FAN (11 11) /''6 BDRMJ. N2 F IVY', 1 GF1 0 44' / '--Pa POP APP. G OPFi S® DOOR I —CFI —db r 1 I 1 \ III \ Lex P�y,�(,C'7 III ; C`. KEYLESS II FIXTURE PRE -WIRED CLG FAN FOYER III GFi ll GARAGE @B / III 1 DOOR '-BOLLARD AS REQ. PER 151-M GORE P°IFEWIRE — — GARAGE 1` IT FIMOR \, I CHE I • — _ — — — — — — — — — — — — — — — — — — — — PORCH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' I � L I \-------,.--� LED LIGHTING ® SINGLE LAV. BAT1402 FIELD VERB OUTLET a 46' APP. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.O.B FEEDER 3 #1 Cu ThVM & 1-#S Cu (G) in 1 I0 C. OR 3-WLD AL TFMM & 1-#e Cu (G) in 1 172" C. Wlro Feb a! W on Wa•s c1muR cl—ft W.b M.eN a We Pale M. $12 1 20 ESIMpr Rft GFIbTUG 1200 1 1 1 13 4h2 2 20 kePllon Puny 1000 ] 4 s e 6211 Aroc.u. m 2 R sRa 7 e PANEL -A PANEL: 42 tM bleaker VOLTAGE: 120124O V -1 Ph MAN: 150 Amp M.L.O. FEEDER 3 #1 Cu TMNN & 1-#8 Cu (G) in 1 IfZ' C. OR 3. #200 AL THM & 1- #8 Cu (G) in 1 117' C. Wire Pol. Na De WNb cl..k Cl-it W.Rb O n Desen a Str ►eb Wlro 012 1 20 Sme4 1•la Ism 1 2 eDOO Rwp. 50 2 M ail 1 20 MlereA.+ I Noad ON 1No 3 4 012 1 m Small Applisna Iwo 6 4 4500 WWw H"w 25 2 #to 012 1 20 Reftend. 1500 70 412 1 20 ON, Rw IO MCI I a 10 1200 DI NOR 20 1 012 C2 1 20 OftOnR .d, 12DO 11 12 1500 DiO.,A.GFI 20 1 012 414 1 15 F wIK.1AFCl ODD 13 14 50DO Drys GFI 30 2 e10 014 t 15 LMm Rm, Lene, KYahm Din. Lb AFCI ODO 15 15 & a. 17 111 15DO Washw OFl 20 1 012 014 1 15 SD&CR)AFCI ODO 19 20 1000 Dew Cpear GFl 20 1 e12 21 22 1200 I E. er UN & RemptaAm AM 20 1 012 a14 1 I5 B.eioom n l Beboun n AFCI m m 21 Su Owah .. AFCI 151 014 OU 1 15 Beeman 03 AFCI ODD 26 25 ODD O—n Beenaam AFCI 15 1 414 014 1 15 bloom Ml .be""N' Lo2AFCl ODD 27 25 1200 2Nffi— Rea 0'ID2nOFL LWLMR Alta 20 1 012 M 1 20 .1 Cer 3ro Haar wwl 1000 zo 30 lam higatim canhas only m 1 012 S a 31 32 s S pro 33 u s e 6 35 m & sa. & a 37 R 2 M A.H.U. fliwli,6 KVA at e5% 5525 304D 41 s 42 6peo. Laesu eW to een•m I.. aftiM n.I Ine 17900 27OW Laee IroeemeM Beta celaletlwu/Me Demand a a u s: ABBREVIATIONS: MO: ARC FAULT CIRCUIT NTERRUPTER NC: NON-CORCIDEW LOAD OR; GROUND FAULT IAERRUPTER TdW lave bdan-1i w 456W FInn1ODOOa4We9100% 10000 R•nYei v..a. X 4n6 14200 Tar NO lad 11705 LOAD CALCULATION 13 BASED ON AC NON{ONODENT LOAD Taa Cann0lee Lae Wee. 35M _ Tod Amps u 1240wb 141e General Lighting & Receptacle Load TOW AIC S we I'M 2805 Oam.N U. & Rae 3 W / Ft. 7815 Kurm Sat e5wL' Nat 1OM 195 O.n.r.l 8010 cwa Torlwatb Gnml Lb & R. Peal A ' 1 728 801D PI 7AM SQAP OL I" • 1% CU N 2' CONDUIT OR 0 AM0 AL. THUN • PS CU N 2' CC/OUrr. (CONDUIT W TEIa1WATE ABOVE SOFlT • CNERNAtlJ SO AMP ELECTRICAL RISER NOT TO !CALL Ccr—TION BERvm DISCONNECT StlI1TOH AO E.9 Ai'Y� ON.'40 V0.T dvem& NOTEB. M EL.ECnEC METER N R %4A A OLECTRICAL MATERIALS A40 INSTALLATIONS &NAL.L HEIA DR ENCL.OtIa! MLO Cd'IRY u2TN ELBOTRICAL PTIOVI&ICNS OF THE Poem &Lw 1'A!L � COCKS, AND ALL LOCAL FOYER OMPAW 4 ALL C0NDUCTt7Pe914ALL M TYPE TNNRWN IYS.CM NOW OT4CR4&SL 71111.114401411 !ABLE measloN F4MMR CCHPA4T TR&N&.00IER EI1RA4ea ERa•I'Ne4T NTBROTSTlM OR1DN0 I JT'I .a1ne. aNr� Nra MSM7OT 1RIATLOtlI awAoe r VOLTAGE Aae cONacTRa+s &W' D1A X & PT LONG COPPER! CLA2 GROM ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 "a ENRON J gusDm 41E LOT. SILVERADO LOT #35 BLK #18 PROJECT# 04128.002-35181 MODEU 4EHB 112605— HAYDEN" GARAGE EWDM: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B 2 ECACL a/4•=1'—On aftEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DtV CMET NA AMP SMA Pale ITOV OUTLET IIOV OUTLET N O OUTLET WARD roewTCH Crl IWV OUTLET EGWPm R A"o FAUL NTSft~(TAMP RESISTANT TTFE)ER "OV OUTLET (4) MRS CONAIOTKN KW OUILLTTMR"" GFIMM NIBRR�IMT SRATCN SWITCH 9-WAY OPER 1 SUMTC14 I 4-WAY OPER FO W,� MK7INIED LISI(T CEILING L*WT O LED CLG LIGHT ©vp VAPOR PFR @ VP VAPOR FROM LOW QAMCVSm CAN vow. PAN IaMrwea FT. VNT. NATI WMJRNT qI M PER Sa R. ulaff rems TOP BY T-a LB Ime ® ��IIpp�� rIRECEtEaD) ARaso -10' "OIL, Wane • �� (SUAI'LACE I°NTJ J PLUOIalSWIT 4• ILUOIa•SCTQIT p� pQ .'•—�'—e-. GO 3C P TRACK L4WT PANEL METER OSD. Rimm DeTeerae MARy rsi U WALL rumw Ww" OeTacTae MATT_ NAG&J& Ksmomm ® E/CO aim DETECTOR co�.cllRaTm sArY s4aG.� av N�ER NLALL as A OW"CQ"� OF NOT LESS THIN 4• Fpwm GALL FTNDANr LOW !.s NATURALOUTLET ► TRLPH" JACK EM WA Q�M"" roes a,.Tm AIR DOIomoNln DMCONKT SEE AAW eN TE.eYRIDN JALK Ca eOK aE SIFPOR7m N OTO J J-Dox PLOOMANEW SOX ON O LRn am plaulpm CELL FANnJONT TO a SF -corm N AccacANCE IS' SM PWJV a AS SUCH FOR pp u• NCANDRO INT LISIR STRP neenee K• NOAAoeSCNT LINT &IMP nnno N• NCNIDeScw Lnw STRIP ROOD LISMT -- aPr. taatan KLTPAD • PA NN•a wN FOR 04mn use POR( • LOCATION OF TV JACK! A MCM OUTLETS A FANS TO BE VERIFIED • HOMEOWNER PREd.cNWniwT10N MlCTND. • ALL B A 20 AMP BRANCH C 10=% TO BE ARC FAULT QCT PRDIED PER ELECTRICAL PROVISIONS OP POOR !TY ®ITIOA (ianv A NA14 lDlt101L La • 70 AMP, DEDICATED LAUNC)RT CIRCUIT. • GM • ISLAND rNOT ON KITOWN CWI=T) • DISHWASHER DIGOOSNECT TO BE LOOKOUT N PANEL • BATHROOM Eb440T PAN TO NAVE MK CAPACITY OF N CRI "MITTENT PER RLECTRrAL PROVISIO & OF lGR01ND • LAUNOW RCCM ticsPTtics FAULT CIRO)R-NTlREtiER PROMOTION FOR OSl. PMaRtL ON !@ft Da WSI6 • RMETHOD SMALL BE NON METALLIC CANOE PER ELECTRICAL RIMOVISIONS OF FROM ATM ED (2eM). • ALL WORK TO COMPLY WIN ELECTRICAL PROVISIONS OF ne NSCR ATM ED [NET) • I" OF LID am mat ME RlW BFICENT TYPE PER i ---------- SECOND FLOOR ELECTRICAL PLAN SCALE. 114' • 1'-0' `p nrcowooi"' IN�m LED LIGHTING C� DOUBLE LAV. BATH 3 LED LIGHTING ® DOUBLE LAV. OUNER•S BATH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA B: 0003325 W 14 U y 4 EUHDM as Mr". SILVERADO LOT #35 BLK #18 PIROJECT# 04128.002-35181 MODEIA 4EHB "2605- HAYDEN" GAItAOIC EWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B FIRST FLOOR PLUMBING PLAN SCALE, 1/4 . I'-V q J SECOND FLOOR PLUMBING PLAN SCALE. 1/4 " 1'-0' 2• VTR ,. 4walAV 2 ve .e! . - � MAIN PLUMBING RISER DIAGRAM: 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003326 C a 5 SUDDIV. As LOT: SILVERADO LOT #35 BLK #18 PROJECT 04128.001-35181 UODZU 4EHB "2605— HAYDEN" GARAGE 9VWG: RIGHT PAGE: PLUMBING PLANS 150 MPH E B 12 —awTE""' +• 06/09/20 SCALE: 1/4"=1'-0" 8*1ZET P1 Id HVAC NOTES L ALL MIMCFIANIGAL SQUIP E IT SMELL SIR PROVIDND WITH PROPER CLEARA' M PM SERVOft PER 11104IMIGA lI KIE?C i. 2. ALL DUCT SYSTEMS NSTALLED N NON -CONDITIONED AREAS ILL OR 0ONST111110=02 OP A VALUE OF NO LESS TWW R-S RATNS. ALL SNAPS SMALL oe SEALED ON GLASS PAS 4 MASTIC. AND NSTALLED AS FROR FSc STH EORION (2O1 ) MECHANICAL OLDG. CODE SECTION iOA 3. ALL FLEX DUCTS SHALL !E APPROVED UL W CLASS I AIR DUCT AS PER NPPA WA 2-s) 4. PRISON AN NTAKNS NA6L= = LOCATED CLOSER THAN D FT. PROM ANY CW'NtY OR VOW OUTLET. OR SANRARY SEYSIR vow OUTLET 5. ALL EXWAUST AND OU781DE AN NLET DUCTS SMALL mE CONSTRUOTRD OF SMOOTH GAILY METAL OR OTW:R MATERIALS AS PER I = 6TH EDITION (2O11) ME WINIC4L CODE 4ECT1014 60! 6. ENCLOSED SIP'PORT PL.AWOR 0, SHALL SE CONSTRUCTED N ACCORDANCE TO PBC &TH RDITICN (216T) Nl.CHANPCAI- CODE 6= 1. OATH RIP" =WANNG BATWTUIS& ONOMIRO OPAS AND SIMILAR SATWM MMIPIES SHALL 0E 4M FIIIiICALLY VETTED N ACCORDANCE WITH PSG 6TH EDITION (20M) FMlC44ANICAL CODE OECTION w ALL ExWAUSTRD OATH ROOMS 614 ALL IMVE L NDER-CUT DOOM FOR MAK14P AIR TO SE IlTIP!!D, TO EQUAL AIR Wd"ISTRD. S ALL FIRE RATED CO LN" AND WALLS OFMALL NAVE AN APPROVED FIRE OR FNIR/SI'IOKE DAMPER'S LOCATED AT CRLNG OR WALL PENETRATION AND OR SLOBVI D METH ACCESS DOORS TO RtSET DAMPER ALL DA M O4W.L SE NOTALL.ED TO MIM IUIRCOM'RNDATIONS AND FBC 61H EDITION [101T) N NNAI 11CAL. COON SECTION Wn M GPNLLNS AND DIPUIEM SHALL SR PROVIDED WM SAI.ANCNd DA P11M IL DRYER BOOSTER TO 0E A PAWNC34 OW 80067ER RAN OR RGIVAL PANTRCN DOF NO DRYER SOOMTER CAPACITY 60 LNEAR FELT WITW MAX SIX ELBOMNL LEGEND ® SUPPLY AIR OrPA R PERM AIR BRILL ® ODE-WA-L OR 1 WAY OMOM SOLD LINE. SUPPLY TRUNK BROKEN LEE. RETU N TRUNK 1 BALANCES DAMPER OR OW O CELM E)O WIST FAN CELNOi 06"UST FAN 4 LIGHT OVA 00611DE AMR m TH R CISTAT 19 PASS-T4M AIR GRILL !VOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN RUCTION AND LIQUID AIR SUPPLY::::;� y REFRIGERANT LINES SECURE STRAP TO CONC CONDENSER W/ (2)-3A6'X2' TAP0" UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER::�—p I EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAG %XI 1/4' BHT. M. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAM LME AND TERMINATE CONNECTION TO PAD MAN &PROVED DRAM,PER F'BCR 6TH EDITION (2011) C N NOTE, MAIN ONID. DRAIN 3/4' DIA MECHANICAL BLDG. CODE SECTION 30T]A OVER HEAD • FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK GA. PLUG SEE OPEC. BRASS PLUG FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED 56000 INSIDE SERIES NICKEL ,—WADE 8240-KODRAW TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT TYY FIN. GRADE OR PAVMG 1'-8'Xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYU ---------- ------- I I DTNTTIr I FROM nvvm ABOVE BEDROOM �I2 I i :'�------ 12Xe 12Xi2 14X—____-- " I I 11 I i PA95 T14RJ BATH X JUTCHEN STOR t l I I 12XS - X4— �� 8' S/A \� I FROM ABOVE FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALES 1/4 - I'-0' WH ■ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 Y h ounDrv. ee LOT: SILVERADO LOT #35 BLK #18 r l%oJR.CT* 04128.002-35181 MODEZA 4EHB "2605- HAYDEN" GARAdffi BVFMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN %150 MPH EXP. B DAATTR- 06/09/20 ISCAra: 1/4"=i'-O" ar>� CT M1 7X4 TOP PLATE. PRE-FAS TRbB L4' CLG. BOARD In' DRYWALL --_ T-PY SECURE ST. — PLATE TO SLAB W/ Imd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS A24' D.C. SLAB LWIC' �IYL V im PARTITIONS SUPPORTING WALL HUNG PLUP151NG FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IS' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-V' FIBERGLASS SHNGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW9.IJ ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I TYP. YR ELEVATIONS OH. y VENTED SOFFIT f r 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR/L a'd 4 9/W GYPSUM B! OR 1/2' HOW STRENGTH CLCIL BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. 9' cm — 1/2' GYP. ILL. BD.- n W/ WINDOW OPENING S' DIA SLEEvE, DO NOT CUT Ilmom PE BOND BEAM NOT CUT SOLID GROUT THE Blow IIV (U- -S GEN'1 (2) C0LIM RESARS PIPE THROUGH BOND BEAM WV SCAI.I, 3/4'.1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R909.IJ ON Ob.6. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a' r. B TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF :12 TO ESTH, A 5 1-STORY HIP BLOCK WALL (2)SLOLAYERPES2UNDELRLAYMENTS AN 4$Y:12STEM D1 SCALE, 3/4'-1'-& IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'151 OR e" LM VY nMK 2 COAT - R.YTR AP"L4o OfFoc LY To MAOGNW av PRODu= APPROVAL POM S' CIL SEE STIUMNAL MR 2.6 P.T. w ATTACHED W MI. CELL AS PER PROCIY:T APPROVAL R[6 SEALAW r RAAR ROD W OY 2%F�GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS D' D1 SCALE: 1 1/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX OVER W FELT PAPER OR S ECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION 2x FIBERGLASS SHINGLES R909A ON a' OAJ5. PER STRUCTURAL DETAIL OVER OVER 030 FELT PAPER OR SHEATHING OR }' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R908.1.1 ON i' Obs. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CD:X PER STRUCTURAL DETAILS PLYWOOD SECURED PER m' m. FASTENER SCHEDULE: TYP. —PRE-EWa UID• TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE O.H. 034. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS RUN SECURED PER % VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG LADUSS LE TRIM SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE' G4DLE� WEEP SCREED kPER ELEVATION WEEP SCREED 2x P.T. SECURED PER D/S' GYPSUM BOARD OR In' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS �-- R-4.1 INSULATION In' ?HICK 2 COAT �- WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO K%SONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. 1/2' THICK 2 COATJIQ' GYP. WL. BD. ' Cm CEMENT PLASTER APPLIED WOOD 6.48E DIRECTLY TO MASONRY IN. FL_�� _ 0-0' FIN. FLR Y a. e' CMU a ,a 4 n W/ WINDOW OPENING � TYP. WALL SECTION NO OPENING (1)1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH; 407474.8078 FAX: 407-7744078 www.abdosigngroup.com AA#: 0003325 d S F 0 -4n 9UA C SLJHDiv. UEs LOT SILVERADO LOT #35 BLK #18 PROJECTAU 04128.002-35181 MODRU 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DAB 06/09/20 SCALE: 1/4"=1'-0" SHEET D1 It FIBERGLASS SHNGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I.1 ON J' OAS. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS-- 24' O.C. MAX. METAL DRIP EDGE 2x FASCIA PER - ELEVATIONS VENTED—/ SOFFIT REFEI!NCE---/ STRUCTURAL 1'-0' O.H. FIBERGLASS SHINGLES OVER r30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE ,kPER PRE-ENG WD. TRUSS-- LEVATICN 24' O.C. MAX. METAL DRIP EDGE— BATT INSULATION REFER TO ENERGY CALLS FOR VALUES 2x FASCIA PER—/ 5/8' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH C-G. BOARD VENTED Ix2 FIRE -STOP SOFFIT iR-4.1 INSUL. REFERENCE STRUCTURAL Q w W. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 4 G SUBFLOOR 1/2' THICG, 2 COAT E GLUED AND NAILED I/2' THICK 2 COAT- A8 PER NAILING PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY MASONRY R IX2 FIRE -STOP W FIRE -STOP - SEE STRUCTURAL ;LEV:ATICN SEE STRUCTURAL- VATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER - LEVATION IX2 FIRE -STOP DC2 FIRE -STOP- R-4.1INSUL. 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP, M. BD, WOOD BASE 1/2' THICK 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA80NRY IX2 FIRE-STOP- BATT INSULATION REFER TO ENERGY CALCS FAR VALUES O 0 5/8' GYFSUM BOARD TY p. OR 1/2' HIGH STRENGTH CLG. 1501v 7 Ix2 FIRE -:STOP 4.1 MSIIL. w 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE E� �j J d w m LI VATICN LEVATION 5/8' GYFSUM BOARD OR 1/2' HIGH STRENGTH CLG. 1501411110 INS11L. Ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP. WL. W. WOOD BASE C' n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•i'-D' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q ,ze 0 BVHDIV. Ae mil SILVERADO LOT #35 BLK #18 PROJECT# 04128.002-35181 MODEU 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B s•�I�a DA 06/09/20 MICA=: 1/47=1'-0- 8HEET D2 ram. 2X6 P.T. • CMCM OP DOOR HEADER OECURED W (V V2' X O' J-OOI.T RV 4' MN. NIONDMINT W(2'X 2'X IW WA&M 4 NVT OR W( (2) V2' X O' ANCHOR GOLTO Wr 2' X 2•X W W*M 4NIJT mGTN4E 2X4 CN 110 FLAT TO DLK 1E W( MA51W NAIL& 7XI OAR46E DOORM 6= OEC.IA 20 W( (0) N• X O' J-BOLT OR AN0I4OR ® BOLTS, YV 4' MK WIMMMENT, W 2- E X 2' X VO' WAOFER 4 MIT. (V W r4N O' OF TOP. (1) WTFNN O' OF THE DTI'I. ra) EVE4Lr ePnuD. ® o Ham& ALL ANCWM ONALL OE N ACCORDANCE TO MAKFACTLMI" MNOTALLATION KSTRJCTIONO W4ERE WCU MTWU1 rleM A� cOE &TINld6®JT GARAGE DOOR 1 BUCK ATTACHMENT 0 LA PX4' OR PX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE TWRU FRAME 4 EXTEND I Y4' INTO BLOCK W/ V TAPCONS (MN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \ DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WUMW TO BLOCK +3 4 OR +5 4 U SCALE. N.T.S. 2X4,m SECURE TO BLOCK W/ 1ir' TAPCONS OR (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN S' OF EACH END 4 16' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-1(r' TAPCONS(MR SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4') WIT14N 8' OF EACH END 4 8. CMU 18' OZ. MAX SPACW )i' DRYWALL 2X&, ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-14' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW =14 MIN. EMBEDMENT I Y4) TO 2X PER UMT14IN 8' OF EACH END 4 MANUFACTURE6 DETAILS. 18' OG MAX SPACING 2X4a SECURE TO BLOCK W/ 1(r' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MOT BE ON OUTSIDE 4 SECURED THROUGH SECURE ElTO BLOCK WR-V** NON-STRUCTURAL 1b,' TAPOON(MIN. IY4 SHANK SIZE J45 EMBEDMBEDTAFACO EINTO BLOCK MIN. HEAD SIZE 3MENNTT 00cm MIN. EMBEDMENT I Y4) R ' DRYWALL WITHIN 8' OF EACH ENDJ I6' O.G. MAX SPACING. •X4. OR 00' P.T. NAILER 2XS, SE�STO BLOCK W/2' 09$. X 4' MIN.(MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHIN 8' OF EACH ENDMANUFACTURES DETAILS. IB' O.G. MAX SPACING. NOTE. SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLACK +i-15/If C BlACK +1-15/ 8 E, N.T . 2X4,= SECURE TO BLOCK W/ 1(•' TAFr." (MIN. SWANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT IY4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64>= SECURED TWROUCsN SECURE TO BLOCK W/2-14' NON-STRUCTURAL j(N,' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• cm WITHIN 8' OF EACH END 4 yj DRYWALL 18' O.C. MAX SPACING. 2XB» a VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT Y4 EDMENT 1 ) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX 8PACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 DOOR JAMB TO BLACK +2 �� n WOW TO BLACK +1-1 " /;;1 WINDOW TO BLACK +2 1/4$" " 8CALE, N.T.S. v E, N.T.B. 2X4= SEGO BLOCK W/ 1(.' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE, 8tR UCTURAL 2X IV O.C. MAX SPAGRNG. MUST DE ON OUTSIDE 4 2X SECURED THROUGH SECao d-OCK NON-8TRUCTURAL Vo' TA AFC" TAPCON MIN. I-Y4' (MIN. SHANK SIZE J4B EMBEDMENT INTO BLOCK. MIN. HEAD SIZE JIM cm MIN. EMBEDMENT 1 V)• DRYWALL WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. 'X4' OR IW* P.T. NAILER 2X8�m SEA BLOCK W/J-%, TA DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' OTC, MAX SPACING. MANUFACTURES DETAILS. nom rw r raop Te Rus dM� tee,ex o,etox•, DOOR JAI® TO BLACK +3" I TO BLOCK +T E SCALE: T . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK 612E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EAC44 END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK W4-16" NON-STRUCTURAL ' TAPCONB(MIN. SHANK 812E TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 8. CM l J4• DRYWALL 18' Or -MAX SPACING. 2X8,m 11 PX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X CURE TO TApCONB(MIR SHANK TRUCTUAL MEMBER FWI(212d�3,TWIN J46 8' OF EACH MML HEAD SIZE JIMND 4 ' O 8. O.C. MAX MIN. EMBEDMENT 1 Y4•)CASNG WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" i1 SCALE, N.T XD4DOX TO BLACK +3' �� S. 2X4v SECURE TO BLOCK WH4 TAPCONS(MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2XS,m NON-STRUCTURAL- V SECURE TO BLOCK WA-1/4' TAPCON MIN. IY♦' TAPCONS(MM. SWANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 ' CMU MIK EMBEDMENT I Y4) A* DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. X4' OR IW' P.T. NAILER 2X8� ❑ SECURE TO BLOCK WA-1/4' 76. OAJ5 X 4' MR TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS'Or- MAX SPACINd MANUFACTURES DETAILS, n p AbHWWroFUMJ W(WnorT=WW) DOOR JAMB TO BLOCK +3-7/38" ,� WLNDOX TO BLACK +3-7/18" SCALE: INLTA. 2X4m SECURE TO BLOCK M TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y♦')E: WITHIN 8. OF EACH END 4 STRUCTURAL 2X 18' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2X6m SECURED TWROUGW SECURE TO BLOCK WA-I/4' NON-STRUCTURAL 1(4' TAPCONS TAPCON MIN. (MIN. SHANK SIZE J45 EMBEDMENT INTO DLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM WITHIN W OF EACH END 4 V DRYWALL 10' O.C. MAX SPACING. PX4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACW TO 2X PER I6' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 V' WINDOW +3 4" H SCALE, N T . d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77441078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 #4 MM SUBDIV. aC LOT: SILVERADO LOT #35 BLK #18 PltOJECT# 04128.002-35181 MODEIs 4EHB "2605- HAYDEN" GARAGE SAZNC: RIGHT PACE: DETAILS 150 MPH EXP. B 1 DAATM 06/09/20 SCALE: 1/4"=f-0" eZ;EET D3 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32760 PH: 407-7746078 FAX 407-7744078 www.abdootgngroup.com AA 8: 0003326 Y 3 44 w f 0 OL P0.D eaY/O A R. A O L FOLD pIl11N A rR A ® iCOWAN •Pr. a ® KICKOUT ® DETAIL FOLD s OL P0.D etlul0 A ® l FOLD eaWC A R. A :: --- WOOD SHEATHING OR CM x COWAN • rL. i COWAN • Pa. s �. WRB LAYER *I,L qWAM•IR.0 aoOWAN Prr.o ;.r. STUCCO WRAP (FRAME ONLY) 4R Drr.0 awe rr. ti a TLL R. C TOICIMI ® avnonPLAN= THICK, 3 COAT CEMENT PLASTER (FRAME), VYGOAT LEGEND CEMENT PLASTER (CM)) METAL LATH (FRAME ONLY) LAID URB 4 TAPE SCREED R DRAINAGE PLANE (WRB K.00411111 w,R,,,,, LAYER "1, STUCCO WRAP) MAL POLO, 22 "Man. r MCI',,CDAT CE'ENT Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER — - — - — -— c ASTEResT` `Maw:ooAT F Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT BUILDING PAPER) MW LAYER -2WALL SHEATHING) N LDM rArl1[ ("t m ONLY) wmuraeti CAP SHINGLE - DO NOT NAIL, METAL LATH X—X--X—X STUCCO wea•an"Oan INSTALL WITH ROOF CEMENT Lo SILVERADO LOT #35 BLK #18 [pnoi=T# 04128.002-35181 MODZI .: 4EHB "2605—HAYDEN" GARAGZ BWU90: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LAP LATM OP /IIILMM MAr awe w<w rr.raR ATor j::jdjjjj"CILTI w� STUCCO CME MIAM ! CCOO Cm CEMENT ROOF PER ELEVATIONS WOOD SHEATHING �T 1 2 2 2 a wMAU �.arrPL SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION No FELT YOMLAYPEW --- "MR TgMT MAL mw a. ,,«'` °°'°��� R-103.11 / ASTM C-84�-09, MIN. 2.5 LBS. PRINT e+*�L aIs mar owur e� ow PER SQ. YARD (UTILITY OR NOMINAL awT,c 08/09/20 DCALZ-. 1/4•=i'-0" . .LLY PAW" OW """"'a"'"" LATH DOES NOT MEET SPECIFICATIONS) s*[E= L FLASHING 5 N.TS. WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - • - • - • - • - WILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-OS, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) CUILDMG PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL V SELF ADHESIVE - FLASHMG (INSTALL PER MAMP.SPECS-) 15UILDMG PAPER — UNDER 'C7UICK FLASH' �AZVENT PENETRATION SCALE. N.T.B. ELEC. METEF VERIFY LO AiICCA% IV rK=L.=I VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAQ EDGE APPLY E-2 OVER 60 MI GRADE 'D' FELT -PROVE SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 STEP 05 STEP 0(o OELECTRICAL RECEPTACLE L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 Y 04 � d ss s4 r� zi O eUDDrV de LoT: SILVERADO LOT #35 BLK #18 P1 ojwT* 04128.002-35181 MODarl 4EHB "2605—HAYDEN" GARAGIC E3'WMG: RIGHT PAOIEB: WALL ASSEMBLY DETAILS 150 MPH E)R. B LEGEND DRAINAGE PLANE (WRB LAYER '"I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING k 2 I/2" k CORNER BEAD (FASTENER 4 SPACING 0 1- O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK i44i N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA k: 0003326 si SILVERADO LOT #35 BLK #18 Pnon=T# 04128.002-35181 MODarl 4EHB "2605- HAYDEN" GARAGZ 8V7a: RIGHT PAOW WALL ASSEMBLY DETAILS 150 MPH EXP. B T/e' TEXTURED FINISH * WDOD, .,. . . .. /- ---- ----- -- 1/2' TEXTURED • . , x .... .... .. ' . - - 2x6 SUB -BANS FINISH CMU x x x W/I'x4' NOTCH METAL LATH x x x x x r- -- - END, WRAPPED IN / PEEL t STICK METAL FASCIA WRAP J WOOD SHEATHING on CMU x x x x x x x x x x x x a. [ I F---------------- -- ! DRIP EDGE 1\ I\\ I — STUCCO WRAP (FRAME ONLY) WRD LAYER 4, FORTIFISER FJUILOMG PAPER 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 FRAME OR CMU 1 < 1/$' TEXTURED I \ FINISH m WOOD \\ 1/2' TEXTURED \' 2x6SU66AND __ (FRAME ONLY) CST x x x x x x x x x x x x x ; x x x x x x x x x x x FELT PAPER x x x x x x x x x x FINISH a CMU / \\ DRIP EDGE x x x x x x x x x x DRIP EDGE \� I \ METAL FASCIA \ WRAP Ye' FROM \\ ©PL,4N B METAL KICK OUT x x x x x x x x x x X x x (REFERENCE POINT ONLY • FOR WALL OFF ` II ! STUCCO, I' FROM \ WOOD WALL \ - SET OF COMPONENTS) EXTERIOR WALL \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION PLAN A —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) r;-I/V TEXTURED FINISH / WOOD, 1/2' TEXTURED / FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-0' O.G. MAX. 2x SUB -BAND W/J4'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x � x x 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 fL ,x x x x x _ .. `C7`�� x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, LJRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING 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 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwsbdeslgngroup.wm AA A: 0003325 x >IVBDIV. & LOT: SILVERADO LOT #35 BLK #18 PROJECT# 04128.002-35181 MODEIa 4EHB "2605- HAYDEN" GARAGE 91rING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B TE-1 7 I I m 11- 4" CONC. s SLR I 3 a £� 1.1 QpQ9QQ2QQQQQQQQQ91I Loll I 1.i 1 I 10'-0" 111-8• 15". I ro ( m m LL TTOP OOF SLAB I ur LL J O I N Wq I 20'-5" 7'-5" 9 cW-12x,2 riz — 2 U rT— Lis--- a 0 o F-2 24 ,., `' � LLii� CWC-12x1r2' F .q O1 g ( n I v� UP TO 2ND FLOOR (FIELD VERIFY 4" VCf C rT— '.II W 8 EXACT LOCATION) 1.1 5 y I I 1.1 3 _p• . TOP 0, ut SLAB 1n 0 3 N I I � n— #3 TRANSFER STEEL � 24" O.C. MAX vOJi �@ 2 0'-0" FIN. ELEV. w FIN. CONC. SLAB 17 I I17 �I 0 N ILL 4 FM-18x18— L — — — . Im 4 4 I 91.8. 6'. 0 12 1.1 1.1 09 L_ FM-16x18 — — — — Ida FM�1 FOUNDATION PLAN SCALE: 1/4" = 1'4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NGVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/7 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. 11.0INDICATED #6 BAR, MINDICATES #6 BAR,ONOICATES #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. 530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED Y-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 Bx6 W 1..I.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF, T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2) #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" - s +0"-0" FM-20x18 20" CONTINUOUS 18^ - s FMC-16x18 16' CONTINUOUS is" M IV. - VARIES CW-12x12 12" SEE PLAN 12" - $ - CWCA2x12 12" SEE PLAN 12" mw. - VARIES F-24x24 24" 24" 17' s s TE-1 8" SEE PLAN 8" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750. PH:407-774-6078 FAX 407-7744078 www.abdasigngroup.com L AA #: 0003325 W _ 0 %1 qq a D SUDDIV. As 1.1071.01 SILVERADO LOT #35 BLK #18 PROJL'CT 04128.00 -35181 MODMI.: 4EHEI "2605- HAYDEN" GARAGR OWING: RIGHT PAGIO: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED a>° d ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND pa CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS.' d }- SPACING REQUIREMENTS W m j W 1 GARAGE DOOR RECESS Lu v,_". FM- 8" CMU WALL O 8" CMU WALL I , . CORNER BARS, SAME SIZE AS BAR I or) LU O °O Z _ I IN FOUNDATION WITH 30" LEG EACH w U - 0. ° WAY AT ALL CHANGES IN DIRECTIONS rn TOP OF SLAB TOP OFrSLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS ° ( MATCH AMOUNT OF CONTINUOUS BARS ° CURB FOR �. SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF GVARIE ARAGE I>I, ,I� CONTINUOUS STEEL MONOLITHIC MASONRY UNITS SET a EXT. PORCH SLAB W/ 112" ISOLATION °s BAR SIZE 48 BAR DIA.~ 4" CHAMFER (I -STORY) #3 18'• EXT. PORCH SLAB I 4" CHAMFER (1STORY) FOOTING REINFORCEMENT SEE SCHEDULE '- Ito. AT ELEV: 0'-0" JOINT (WHERE 6" CHAMFER (2-STORY) Wl1/2"ISOLATION I'. 6" CHAMFER(2STORY): "`•3'33 ri APPLICABLE) Z SEE SCHEDULE JOINT (WHERE.' APPLICABLE) EE SCHEDULE Z ? WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 38" FOR W%D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" 2 @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING _ SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAY 4-17 w 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE ' PLANS FOR SPACING. SINGLE On NEW REINF. BAR BTM. PLATE TO BE PT. On SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLA'-E TO 7' CAPPED d I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE _ a NAIL 16" O/C STAGGERED. W/FLANGE BASE _ FOLLOW ALL MANE. F ADDITIONAL METAL us of I SPECIFICATIONS FOR USE AND CONNECTORS NOT REQUIRED WHEN NO PREPARATION OF CD m UPLIFT IS PRESE VT. 2 HOLE. E BLAB SCHEDULE SECURE FLANGE TO SLAB W/(4)1/4"X21/4" pO. .0•-0• TAPCONS �QQ- Q Q TOP OF SLAB 4" CHAMFER (I-STORY)6" CHAMFER (2STORY) VEQ.SEE SCHEDULE WxD, BAR SIZE BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD_ MONOLITHIC FOUNDATION SCALE:3/4"=V-a' — SCALE:34"=1'-0" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" --may AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE a CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WI10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL, TOP PLATE 16" O/C STAGGERED. ¢ ro U ADDITIONAL METAL CONNECTORS NOT Fg d REQUIRED WHEN NO w (L Z 8" CMU WALL UPLIFT IS PRESENT. • POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) O `o ro i TOP OF SLAB c TOP Of SLAB SEE SLAB SCHEDULE 2X WALL FRAMING~ �- d-0• TOP OF SLAB ° - a� 1/2" DIA. SIMPSON ST82 BOLTS 5"<. MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB ISOLATION SEE SLAB SCHEDULE 4' CHAMFER (1•STORY) > 6" CHAMFER (2-STORY) Z w a . BAR SIZE 48 BAR DIA. > e n O #3 U c 16" O.C. VERTICALLY MAX JOINT JOINT (WHERE � 24„ #4 24" APPLICABLE) Z MATCH STEEL #5 30" d,° SEE SCHEDULE 6" PVC CHASE i REINFORCEMENT [� PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING FOR W%D, BAR SIZE THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PER SCHEDULE PVC CHASE 9 UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 12 SCALE: 3/4"=1'-0" SCALE: 34"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwlN.ebdesigngroup.com L AA #: 0003325 Y a d Q a 8173DIV. to LOT SILVERADO LOT #35 BLK #18 IPROJMCT# 04128.002-35181 UCDZIJ 4EHB "2605— HAYDEN" GARAGE N11MG: RIGHT PAGE: DETAILS 150 MPH EXP. B 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA N: 0003325 atMD & LOT SILVERADO LOT #35 BLK #18 PROJECT# 04128.002-35181 MODZU 4EHB "2605-HAYDEN" GARAGE BlrMO: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B FIRST FLOOR DOWEL PLAN SCALE: 114" = P-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR WI 10" HOOK '. GROUTED 80ND BEAM TIE VERTICAL REBARc VARIES PER ELEV. TO RE GROUTED BOND BEAM — VARIES PER ELEV. ' z . e •. a': 1441 N. RONALD REAGAN BLVD � i a : a. PH:40777480 8 FAX 407-7744078 a g www.abdoeigngroup.com I:..a AA #: 0003325 o O #SBARS m m �I FE1 1 10' HOOK _ m � -.—a-: a .• —o.- ° zA- ! .. �.� • , a a CLEAN OUT REQUIRED 2 ��0 K FOR INSPECTION - aCl m Qm O a n 0'-0"FIN. FLR. �• TIE ERTICA EBAR TO HORIZONTAL ❑ ! - REBAR W/10"HOOK , •- ah t R a BAR SIZE 48 BAR DIA. �c_�e O ®'mCMU UNIT ARE NOMINAL SIZESNS #e 3s° OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #T 42" METHOD ua za" 0 MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL #s 30 3 SCALE: 3/4"=V-01' y 1 REINFORCING �� REINFORCING; SCALE: 3/4"=I--w SCALE: 31,V'-V-0" OW O a I NEW REINF. BAR KN I SECURED W/2-PART a o. EPDXY. MIN. EMBED g S", LINO 2 Q FOLLOW ALL MANF. Lo O I SPECIFICATIONS FOR _ USE AND F- Q PREPARATION OF Z HOLE. W d n STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" SVDDIV. as LOP SILVERADO LOT #35 BLK #18 PIDJECT# 04128.002-35181 MODEL: 4EHB "2605- HAYDEN" GARAGE MrMG: RIGHT PAGE: DETAILS 150 MPH EXP. B ARCFREGT- JUN 4TAR98m1±) [DAN: 08/09/20 sCALm: 1/4"=1'-0" siIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (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. B. 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 DE80R PTfON REMARK iQ (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 (pe1) SIZE REINFORCE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8xl6 (1)#5 (1)#5 WA GROUTED SOLID B82 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *_4__ SAFE LOAD - POUNDS PER LINEAR FOOT ww SA DAD LOAD ^ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH ells Meae ere•r �+� s+ste �+� s1a+e eaww saM ePata ►r•= �►� ars+e swa sate TYPESUSI LENGTH 8� RCMU TYPE LENGTH Trott ow artstt 84M watt wear eEaO+r s=a7 ersFtr 44o1a7 eP2e-tt rAw rash puff 3'-0, (42') PRECAST 2251 M ma siw My am ww "M rt (427 PRECAST 10n 1024 1588 8't (421 PRECAST few M a6= 4w4 Iasi si= ?M SM 4406 sit$ 7w7 w74 10aw 1i10/ few taw agar 41e1 4213 nag 7001 4't (48') PRECAST IM 2e11 IM am 4aw ewf 7034 OWIasi 4•t (48') PRECAST 785 M1300 4't (48') PRECAST afae =w w4M,5 4 SM w= 26w 4M 6113 =w 8014 10004 11we /we 22os 1ae0 8915 4e= w= w= 4'4r 54 PRECAST ( 15fw taw 2110 20si ww 4M SM w= ft �' PRECAST 6S2 5B1 TOTS 4'-0' (PRECAST +w7 IM 270/ 1w4 4043 4711 4a= 218e 427e 6113 vw7 w72 10=4 11fo1 12M 20w 2W are 400 4711 WO @t (54') PRECAST 1217 no IMe ,w 2sa0 am aw 4a4e @�• (B4') PRECAST 411 411 745 @- 4- PRECAST 1ms 171 22M 3111 a1w awt 44= tw1 aw0 M =w ,Ow 171e 2M MIasi 3101 4M @-ta (In PRECAST 1002 Instm tn1 2M ear 3000 atw @ 1a (f0•) PRECMT 340 330 818 @•10• (fa) PRECAST ownt M awl ww naa 14si 2G2 43M Hsi 7M 41w m I w taw awe at07 ae0 4133 @� PRECAST SW ,= 2177 SMawl SM 4wa GM &-r (76') PRECAST 507 721 490 @t (7r) PRECAST M. 2= a=1 3712. Iasi 2177 3400 5801 ow 103% am. 836 tr7 f 1we 1 sm 1 27w 1 3261 1 3712 Tt (SO') PRECAST 749 1011 1120 awe 2206 iw 211" aaw Tt � PRECAST 424 6S4 90S Tt (W") PRECAST TV f , ame 2w7 aa1 tail 17w am awe wsi 6W w72 w taM 1 tew 1 111= 1 _= I 26w 1 af= at11 PRECAST ( 68L s 1110 Isis 26M 44w 2m8 awl aI' (it?7 PRECAST M 512 28D at (1127 PRECAST M w "a 1 "at 21e7 2400 M tar far =4/ flle ww w a taM leM taw UK me tat , ( 25� PRECAST Q5 s w1247 tow 2m 2161 2ew tat (,28� PRECAST 2B4 401 te0 tat (125� PRECAST m en ew , f 2MI eM Iasi 1w1 2w1 2M 47w no M nw IM 470 Mo us „•�• (135•) PRECAST 9S2 wew Iasi I" SM 3127 ,foe ,7'4' (,• PRECAST 250 462 154 11'•4• (tae') PRECAST 474 w4 ew /on In Iw IM w2 ae taw IM21w 3127 40w 464 wr I Impol IM , lea ,m6 2167 17t (tub PRECAST 557 ea e= taw few 210 a n a162 1r4T (144� PRECAST 244 402 197 1rt (144� PRECAST 00 4w M e „ ,we se wa 1=4 1w4 21w 2ew few 470 ew 1w 13M fo/e 13-W (ISn PRECAST 296 471 M t0= "a tew =r 2017 1Tt (,50•) PRECAST 217 324 110 1@t (1W) PRECAST 4r sit M M4 1 law 471 7M I = "a iwe ear am 4w 40 1,w M law 74't (,SS•) PRECAST 278 4= 7w 1.w r= taw 2,27 26= 14,t (155� PRECAST 206 2S8 100 74't (105� PRECAST aw � 7= we 1 4M 7w "02 13= ,w7 2727 fe/0 410 4= 10w f 1w7 11't (178') PRESTREHltED N.R. M NI M M MI M M 14't (175•) PRESTRESSED N.R. 254 91 1V4r (17W) PREFIREWD aw ws 6= M tm 40 7w IM 1102 224E =17 2712 ale 71a anM J40 1 t 1734 1@�• ryet� PRES11iESBED N.R. M M M M M M M 1@I• (154� PRESTRESSED N.R. 268 SS 1@-4• (154� PRESiRE88ED aw 2w $13 s anew sw 70e f 111 1a11 M2 7w 12w 17w taw m0 =3 1Tt PREST NJL M M M M M M M 1Tt Mn PREffi71 D NA 1S4 84 1Tt On PREnMMa0a 1w 2w w,4w 7w 708 tl71 67a(20S') 117a aw sM w0 I= ,o taw awl IIrw (2527 PRESTRESSED N.R M1 M M M M M M Tat (292') P N.R. 14S 52 Tat ' PRESTI✓CC98ED tw tw b aw ale 4w M 4= 617 w, ew 747 iw 2w 4= 7w Iw7 on Isis ,7r 21'd• (25a7 PREb7 N.R M M M M M M M 21 �• On PRESTRESSED N.R. 125 42 2,4• iMn PRESTRESSED W 701 aw 1w 4w M. 6w aw e4e 17M 11w /4w 274r (284� PRE81RENIED N.R 118 40 r1't (MI PRESTRESSED ttl f= Ia7 204 w 2= f= 2w aw M fro sii 7si 482 41111 1w eM on. wM 00 100 2rt (M*) PRESTRESSED N,R M M M M M M M tw ate M 754 IOw aw law 24't (256') PRESTRESSED RR M M M M M M M 24't Mn PRESIRMW Nit. W 8S 24't ( PRESlli88® 1= ,= t= aw ffi7 si4 ar 4w 4H w 4w 7w w7 a= 1w 2w 4w N4 no Tow +2a (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM'BAFE LOADTASUES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUER STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEOWATTONS • PROVIDE MlSaplal4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-17 1441 N. RONALD REAGAN BI LONGWOOD, FL32760 PN: 407-77"078 FAX 407-7744078 wwwabde"IgngrouRcom L AA #: 0003325 o rD 4 aXMDIV. & IIOT SILVERADO LOT #35 BILK #18 PROJECT 04128.00-35181 MODEIA 4EHB "2605- HAYDEN" GARAGE awING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DAA E 08/09/20 aCA=: 1/4"=1'-0" SHEET s2 #5 CORNER BAR Wl 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1 O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3l4„=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM /—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' E`- �°' �o. 8P16-lT/1 pr NOMINAL­T� 13 99,F� HEIGHT # OF #VS. TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/IM/OB INDICATES A DOUBLE BOND BEAM AND XFXX-1TIOM108 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX - 1TAWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3144' WINDOW n. SILL Z � ^SLOPE a NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 6. 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. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM Wl (1) 05 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER I BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM0 SCALE: 4_, 8x8 PRE -CAST CONCRETE — LINTEL W/ (1)#5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING-2" OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS TYR x8" BOND BEAM BOND 1#5 #_L* t#5 TYP. B"xl6" BOND BEAM 8xl6 DBL. BOND TOP OF BEAM W/ (1) #6 BAR BOND BEAM EACH COURSE T- °BE BOND BE TOP OF OPENING SEE NOTE 5 MASONRY DBEAM DESIGNATION SCALE: 314"=1'-0" WOOD SECTION FABUMVACN0 d. -2" MIN, 2 }" MAX e. = 2 t MIN, W MAX w &=1 eMIN,2i"MAX Ba = t MIN, 2 j" MAX d. -2'MIN, 2 t MAX e.-2?"MIN, 9"MAX &-1} MIN, 2J"MAX ea=}'MIN,2} MAX d• -2" MIN, 2 }' MAX e.=2 tMIN, 9"MAX 4 =13"MIN, 2 J° MAX ea - J' MIN, 2 I'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACEN' FASTENERS IN A ROW h= SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774- 78 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 f a7 $ !o Q ounDiv. ae LOT: SILVERADO LOT #35 BLK #18 PROJECT* 04128.002-35181 MODEL 4EHB "2605—HAYDEN" GARAGE 8 WING: RIGHT PAGE: DETAILS 150 ILPH EXP. B Ia AT .° 06/09/20 iIEET 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' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ iOd x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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, COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)/1'x5 N2") SYP. HTT4 W/5/B" DIA x 5" 5153.1A PT., WOOD POST EXP. BOLT r--------- FIRE -21ST2L � L_ — — — — — — — J �o OFORDRAFT &B2X4 NAILER PRE-ENG.STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4' PLYWOOD I DRAFTSTOP �I t PRE-ENG. FLR. JOISTS��j7�'�v� �I T� 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CMU W/ SIMPSON LGUM2"-9D8 W! (8) 4- MEN NO ANCHOR AND (0)1 U2' BOB SCREWS TO GM FIRST FLOOR FRAMING PLAN SCALE: 1/4" =1'-0' OWT 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 IL t S s a atnmty at LoT: SILVERADO LOT #35 BLK #18 PROJECT 04128.001-35181 MODICIA 4EHB "2605- HAYDEN" GARAGE SIFMG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B 1I SCALE: 1/4..=1'-0" 1 s3 ENGINEERED WOOD TRUSSE SHEATHING, SEE 0 24" O/C, SUBMIT SHOP ALLIFLOOR DRAWINGS FOR REVIEW NG 1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL R SCHEDULE" #' 100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)114" x 2 114" x 1 NAILS TO TRUSS SHEATHING Dd z 1 NAILS TO 8" x MAY ADDED TITEN 2 ANCHORS TO DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , FASTENER SCHEDULE" R GIRDER. PROVIDE 5" GIRDER. NAILS, O WI tOd NAILS, 2 ROWS, 3" Wl CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE j # 1900 UPLIFT (2) SIMPSON -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD (2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)114" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO PSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX 407-7744078 tx2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. J'x 5" TITEN HD TO CMU AND (12) SOS GIRDERAA CONT POURED LINTEL W W W.abd991gngroup.00m #: 0003326 2x SECUREDWO PSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ I Od TRUSSES ra 24" OIC, 1x2 2x WOOD FASCM (2) J/" x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL W TO GIRDER 12" O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED WI (3)16d AND APPROVAL GALV. COMMON NAILS. (2) }" x 5TITEN HO TO CMU AND (18) SDS }" x W lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER 6 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE 1a 1b 1c TYPICAL TRUSS/ TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) - 2a 2b 2c GIRDER CONNECTOR(S) _ (2) 2X4 No.2 SYP DIAG. 20BLOCKING BETWEEN W4" T 6 G SUBFLOOR GLUED AND BRACE WI (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO XAF:ACING IS PRESENT AT COVER 5 TRUSSES) W-(P O.C. (AT SHEATHING LSTA12 20 GAUGE SEAAS k 6 W/ 10dxl/2 HDG NAILS 0'-0" TO 30'-0" (1) ')C BRACE ) 0 EACH END. TOTAL OF 10 30'-'"TO 60--0 (3)'R" BRACE PER ELEVATION (1) "X" BRACE 0 CENTER SECURE 2x8 PT. PLATE TO B-K W/ BOLT DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY GIRDER FROM CENTER TO END. ANCHOR BOLT W/ WAS iER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER E ATI PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 H STIFFBACK (AS PER P.T. PLATE W/ 12db 8" x PRE FLOOR TRUSS O.C. MAX G-ENGYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD TRUSS ENG) CON".2x4 SECURED WI SECURE TRUSS TO TOP PLATE W/ (2) TO IS= I S EACH TRUSS TO BE NSTALLED ® _ 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.O. WITH M MIN. 7" EMBEDMENT TO SLAB 8 (IS) 16d x DULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., SE BONDEBEAM 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°. 1/2" GYP. WL. BD. ° ' • % BLOCK WALL W/ GABLE END ` I WWI PRE-ENG'D TRUSS SCALE:3/4-=,'-0" °° GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION Q L.B.W. 5' EDGE CENTRAL 22•MAX. W/ WEDGE 4 SCALE: 3/4"=''-o" (NO UPLIFT) SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE CHEDUL SCHEDULE TVP TVP EE FRAMING PLAN LEDGER BOARD • • • • (Oft OF EE& • • • • • • RED.) • • • THE USE OF ALTERNATE MATERIALS MAY BE p � NOTCH DEPTH I14•D SEE SCHEDULE FOR BOLT SIZE 5112" o FROM SEE LEDGER ut L2 DOER BOARD TO BE SCHEDULE EDGE USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8" '7 HOLE DIAMETER MIN. EMBED. (TYP) 1. ENSURE THAT EXP. USED WITH O.W.T. BOLTSIJ-BOLTS ARE PLACED FOLLOWING aysDm aLIOT SILVERADO LOT #35 BLK #18 PROJECTif 04128.002-35181 MODEL.: 4EHB "2605—HAYDEN" GARAGE EWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) < 215•D SGL. STUD INTO GROUTED CELLS, 8" FRONT 150 MPH E B OUTER 113 OF H11, H ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS in ? LEDGER SHOULD LAP A MIN EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIE:i HOLE EDGE -6/9' OF 4'-0". (2)2X10 "°�- AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 3. ALL BOLTS TO HAVE SYP PL ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRd Z WASHERS " ? THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO Lo f 4. EXP. BOLTS/J-BOLTS m i A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND 1-2 (2) 2X8 SHOULD NOT BE ANY REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE n SYP PT CLOSER THAN 6" O/C. LEDGER SUBJECT TO F1 AND F2 FORCES. C - SIMPSONHGUS28-2 G <2400 LRS_ U <2580 LRS W/ (2) 3W- WEDGEAOLT/J-BOLT. 5" MIN. 11 BTM. `HOLE DIAMETER PLATE < 3/5•D DBL. STUD DMSM SOBED )NHGUS28-2G16d GALV. M4800LBSMON `U<2650L8 W/(4))viAwEDGE-SOLT/J-BOLT,5"MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 18d GALV. NAILS FL#17232 E - SIMPSONHGUS28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 314"• WEDGE-BOLT/J-BOLT, 5" MIN, EMBED (36)16d GALV. COMMON NAILS AND (10) t6d GALV. NAILS FL#17232 FLOOR JOIST LEDGER SCHEDULE `� NO MARK SIZE BOLT SIZE WL E`D CI6T CEI ML SPAM A DOUBLE 2x8 1/2" 8" 16" O/C E DOUBLE 2x10 (2) 3/4" 8" 22" O/C WUVU LtUGtK DATE: 06/09/20 ATTACHMENT DETAIL ALTERNATE MATERIALS 9CA6LZ:1/4"=V-0" STUD NOTCHING 9 SCALE: 314"=1'-(r 11 SCALE: 3/4"=V-17 AND BORING LIMITS WOOD LEDGER DETAIL aHEE• 10 SCALE:3/4"=1'- S 3.1 A FLOOR DECK 2x6 PT TERMINATION — 20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116. ° x 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"=V- DBL PT 2.6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN #8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL2XSLEDGER TO CMU W/ 12' EXP. BOLT NI AT 16" O.C. AND 8" FROM IM END W/ MIN 5-12" EMBED. FLOOR DEC If '14" NAILING E1TTTE�IAIPFA�-T I . JA 24" M —PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/F44 FRAMING PLAN) MASONRY NAILS ET I 191 @1I . REPAIR DETAIL IF 1xzFIRE-STOP Re-S 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 COMN^" EACH END FLOOR TRUSS OR PLATE STRAPS WI I Dd x 1 GIRDER TRUSS 12" HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT. PLATE TO BLK- W/ 12" DIA. ANCHOR BOLT W/ 7' 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'-O" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK*NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN MI #8 WOOD SCREWS I� x 2" LONG @ 3" O.C.; I*µI STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 USS EA. TRI 1 1 NAIUNO PATTERN 2X4 P.T. CEILING RAM -PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE MASONRY NAILS DBL 2X10 LEDGER FRAMING PLAN) @ 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES BEARING EXTERIOR WALL (_,,�ON SCALE: 3/4"=V-9' PRE-ENG'O WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE -CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ IU-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG �e GABLE TRUSS @CMU WALL 0 SCALE: 3l4"=1'-0" #8 WOOD SCREWS x 2' LONG @ 3" O.C.; STAGGERED NI ASSHOWN Ilj DBL 2X8 LEDGER J'IINI' TO CMU W/ I W EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION y 4. 0 = L/) z 14MNG PATTERN 2x4 P.T, CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. /Mj 1 X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-774-4078 www,abdosigngroup.corn AA #: 0003325 J Fj s 4 SILVERADO LOT #35 BLK #18 PROJECTIF 04128.002-35181 HODEIe 4EHB "2605— HAYDEN" GARAGE awING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 150 MPH EXP. B 111�4"A AI /I aCA=: 1/4_=1'-0- aHEET s3.1B SECOND FLOOR DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003325 4 a iL SLT9DIV. Ae L021 SILVERADO LOT #35 BLK #18 04128.00PROJECT*2-35181 MODRU 4EHB "2605-HAYDEN" GARAGE 8WENG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B a 06/00 20 SCALE: 1/4"=1'-0" WMET S4.2 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 ill' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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 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 2 718" LONG, WITH WASHER Q 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 a DESCRIPTION REMARK O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc S17E REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x18 (1 #5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8.8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT r'4—^ SAFE TOAD^ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH rinse amm wism m" tsw» OWN once TYPE LENGTH 6U6 BF6 RCIAU TYPE LENGTH —T "sa ena,T w,2ar WI&IT wwar W20-IT 0-30,v wars ew4a "aati wear OFs7T Iona Blk orals OF124s eFwa Irma everts vest" owe 8'4' (42O PRECAST 2281 mr 37/e et» rn rM /em twt �� ('�) PRECAST /026 1024 1608 r4' (42") PRECAST tea rr 3w 4aM r» ON 7mt NO 4e0e NO 7w eon tow ttq ON »r 7w 4w 4w nr 70et W-W (ISO PRECAST 1036 rot sm as 400 ON M4 Mm 1'-0' (4BO PRECAST T86 783 tips 4'4' (46O PRECAST tea 22r mm ate 4mo »r m »» 4me Ma lea em tow tter +w nr No NO 4ero em on 44' @4O PRECAST 1700 ter mw 2w ar» 4m nm eve r4r 041 PRECAST � EST Ion 4%r (640 PRECAST w tom 27m sm 40O 4mt am m» 4m me lea em tow lum 1m7 no 2rn um NO 4711 Iae BJ• (R4) PRECAST 1217 tar UN ON »ee ns roe 420 @-C (81I PRECAST 411 411 746 F-V PC) PRECAST lots 1m we no »» vet an ON was res 7tN7 Im ale 2m see aw an ON 5-10' (M PRECAST 1082 /1» 11n tat tom we fo» Mn V-+0' (M PRECAST 340 339 618 B•10' (M PRECAST w tr7 2t1» 8W 2es ON 14n Zen 4w rM m m ten 2or r» 21W as mia 6'4•' Cre') PRECAST ON an m7r Iao 3w am7 4aa eon e'a' (/8O PRECAST 507 721 400 Q4• (7e) PRECAST s 2as rn nave ON 2177 24m am oM 1 eem er MV ter 210 am 3»t vu T4• (90O PRECAST 713 tot, Ira see 220 2m mn ter r4' 1000 PRECAST 424 584 88S T4• (00') PRECAST M. , mr sn WN tnt +7s set II» eon ow-4m rn tw tw an 2w »2/ r» 04' (1120 PRECAST e64 e» ttm ON 2w Mee 3M nr TJ• (1120 PR£fJ18T 326 612 280 0'4• (112) PRECAST en 7» , u7x at mu gem rn 12r ter 2w am »1/ w w 1ew te0 tea 9w we ttr4' (+267 PRECAST 475 er em 1247 2re 27n NO 2»e +0'4• (120) PRECAST 2B4 401 1SD 1a4• (12SO PRECAST am m or „» +w+ t 2"1 e0 tar ,m sw 27n .w «o re ,w t472 tm 2a» NO ( 83O PRECAST 11-4• 1 832 w Iw I= on Mn NV ON 11'-C (136) PRECAST 200 452 164 11'-r (130) PRECAST 4m w M. ton rn w 17» on I» iw tea 2w ma ON w 07 1 +m rw wb mn 1r4• (1440 PRECAST 937 go m ,w t»4 2w mam4n (7MO PRECAST 2" 102 IV Ira (1140 PRECAST NI 7s N1 11 1e» so an iw iw 210 ier ales ao 4m em Mo am INDA to 2m (16P) PRECAST 208 4m 7» 1m "a ON 2m 2w a'i' (1600 PRECAST 217 324 ,10 184` (1600 PRECAST N8 re w 7» w , ON - at CI is ton us we NO 21» 4» 4m m tw u MV I*T (16SO PRECAST 270 'w m ON INS ten mn 200 14'4r (1630 PRECAST 205 293 100 IN4' (1OO PRECAST w w 4m 7M w 1210 4r 7» NO t2» t»7 mn fe» 4" 4s 7n tea + 1m7 l*r (176) PRESTRESSED N.R. w w w w w w w 14'4' (1700 PRENTRE88m N.R.284 01 IN4• (1730 PRESTRESSED w 20 w w w m en w m t 101 tw 4r 7m 1m On 22O w7 2m2 1" (1640 PRE37RESSED NA w w I» � � w w 18.4' (1340 PRESTRESSED N.R.2S0 83 16'd• (1S4O PRE w no m w 4» »e I» ma.. tea 412 m l m Im 2w sm 2ne 1r4• l2os') P NA w w w eve IN KR w 1r4' (2030 PRE D N.R 194 64 1r4• (23e0 FFW to OR 2» w 4» ew »t m1473 en ro sa Im tar tea ter sa 10'-4• Mn PRESTRESSED N.R. w Nit w w NR Mt 19-C Wn PRES1AE83ED N.R.146 52 10'4• (2320 PIiE87gE88ED OY w w 213 aee 4r fa747 onON 2» 4m m tr7 a» On ar 4' (Zeb') PRESTPpBED N.R NR Mt w NR NR w w 21L' R64") PRETfESBED N.R. 126 12 27'4• (283") PRE m to w 2n m7 m a»w2P snIOUww IN 340 see w 1114 INI UN 01640 PRE N.R w w t Nt w 2r4 (MO PRE NA 116 40 2r4' CM-) PRESTRESSED 1n to IN 2» »e s mer2r4. n2m t»wIm NR w7 12» tw 2r4" M" PRBIMMD NA w w w w w w w 24'4• Mn PRE N.R 01 33 W-W MnPRESTRESSED +» w 1n 2m 9n I» a42 No 4w 4» 4r 7n en No 121 No 4m w w tea I. (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN F ROM 9APE LOAD TABLES' BY CAST'CRETE MAY 2015 EDITION • PRECAST PRODUCTS SYOTHERS TO NE1 T OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIMRIM r OF BEARING PAST EACH SIM OF WROM OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1MI2643 r ( 8F16-lT/OM/GB ( 8F16-1TI0M10B 9 GT e, BF76.1T � 1 «'" 1 ) �a ,g d �a t t' U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-W 41 R A p s3 9 d 4 >u F_ —1 ar F I , t 1` BLF16-1 1 ( 1 2.1 ,� TM�✓ — - "' s 8F16-iT/0M/OB a 8F16-1T/OM/0 8 . — - i- — x � ., � a. ---------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77445078 FAX 407-774.4078 www.abdbsigngroup.00m L AA #: 0003325 A INN R iL j SUDDIV, k LOTI SILVERADO LOT #35 BLK #18 PROJMCT# 04128,002-35181 MODEL: 4EHB "2605- HAYDEN" GARAGE sVrIr70: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH W B D � 06/09/20 eCALE: 1/4"=1'-0" 9*11m'T S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)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 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 Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI 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 I 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. ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-SO78 FAX: 407-7744078 www.abdosigngroupcom AA N: 0003328 ds� a b ausDiv & LOT SILVERADO LOT #35 BLK #18 PROJECT 04128.001-35181 MODEU 4EHB "2605— HAYDEN" GARAQE X FMG: RIGHT PARE: ROOFPLFARNMING AND NOTES 150 MPH EXP. B >sCA=: 1/4"=1'-O" dHEET s6 • • GBLE-END ll_�OOF WIND DESIGN PRESSURES NET(GROSS) _E 7-10 ZONE 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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT N 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12"CDX 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 ATE" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 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. OIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STARE, NAIL &TOOL ASSOCIATION ([SANTA) ESR-1539 ocTQ4wR SIiEA7HxvG USE 1/2"CDX OR 7116" O.S.S. PLY WITH Sd 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z 0 , . Z U W J v 0 z . z . /�1 ZQy O . L-M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF RHFATHIN(: .----_\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR LIABLE END FRAMING C8d RING SHANK GUN NAILS . 0 6" O.C. IN FIELD ` SHEA*ING AT ATHING (.. . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS (19 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.B,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 661 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE 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. IN CONCRETE SHALL CONFORM TO ASTM DID. MAXIMM AGGREGATE SIZE SHALL BE 3/4'. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL E (POSED EDGES OF CONCRETE ARE TO BE CHAMRFRED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LED3ERS, BLOCKING, CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSIiWD A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR EARNER MEMBRANE UNDER ALL SIASS04,GRDUNDWHERE INDICATED ON ELASTICITY=1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES RID SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A SORATE PRESERVATIVE 1 REATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN IT OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 81N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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 #Z UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH 7HE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR -OFF -THE -NUT REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFAC70RE0 FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM Ad48, GRADE A,. AND SHALL BE HOT-DIPPEDGALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH T"DESIGN NATIONAL CONTRACTOR SMALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:M,, AND "fPIANTCA BC311" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pd TOP CHORD -mn-mnament REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: A4 BAR - 25' y6 BAR - 36' WOOD TRUSSES. 10 pef BTM CHORD fIOD-oonWTrent p5 BAR - 30" 97 BAR • 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS O VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1952. p fTOPf-A CHORD pef TOP CHORD (7 pnf w/ ASPHALT SHINGLES) (1 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 pef BTM CHORD 5 pe1 BTM CHORD 1 5 P BT C THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef 3- SECOND GUST WIND: DEAD LOAD SPEED =R20117) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE EXPOSURE B, RISK CATEGORY 10 EXPOSURE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpef, 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: 30pef, 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: 40pa1, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OPPLAN MASONRY. SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL 13E TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE fit - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL HE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SWILL 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. FOUNDATKMU SITE PREPARATION: "M" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 DO, FOOTING TYPE OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED MIXED OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE CKI SHALL BE THIOTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CK UNLESS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL BE FILLED. CELLS TO BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS 70 RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO.TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, - 46 kal. STRUCTURAL PIPE SHALL BE ASTW53, GRADE 8, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'N• PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS INACCORDLL BE NCE WITH THEBOLTSWITHWASH-NUTERS METHODNDER TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN METHOD CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C44OR MEASURING, MIXING. TRANSPORTING. ETC. CONCRETE RICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHW, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS AWED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SH4LL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SKALL BE THE RESPONSIBKJTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBARSWLLL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12"FOR AAND SMALLER 2' FOR 0 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS 14t FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTK"1 SD:E TYPE SPACING REMARKS APPLIGTIDN 9QE TYPE I VAC.. REMARKS 1#PTFURRNGTO MA90NRT/GONG. CASE HARDENED WIL I1 LONG. B•OK GARAGEDOOR BUD( TO MASONRYICONC. 1/f OVI --ER TAPGON MASONRY FASTENER �O,C ? EKED., 1' EFDOST., I1 EDGE DST. aaD, AL.EM. DOORS GSE XAROENEO COILWINDON,DOOfU-E.. GARAGEDOORBUCK V2'DN.WI 1'EMBEO„TEND a<PT 1, SEE NOTES NAx 11,T LONG. 9TAGGEIEO INTO MASONRY/4ONC. T OMASONRYIWNG. WASHER T e'EDGEDST. MINDOW BUCK CASE HARDENED.. 9'OIC WMDGW,DWIU FASTENED WT. STRIP TO CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTES NMLI IIT LONG, STAGGERED M elASONRV/CONC. MASCNRYICONc. REQUIREMENTS E ,-NG ODOR (21M1-. TAPCON 1B'OF 11 EMBED.VFM. NONBEAPoNOWCOD 1? EXPANSKIN IEMBED.I IP Q'C BUCK3PT. SEE NOTES NO WASHER FA I- DIET., I1 EDGE DST, W TOCONG.SINB _WIN BOLT ..I,-IGOEDST. WINDOW BUG a.1ea'PAPa219" YOIC PEP], DST.,I VP PT TO STEEL OOL., BEE M,A W.AgH� EDGE DST. NOTE e ROM 1STAPLES 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. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 _. J sd : T a E xmDm AS wlil SILVERADO LOT #35 BLK #18 PROdECT#1 04128.002-35181 MODExj 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP, B 7 D ': 08/09/20 8CALE: 1/4"=1A-0" ET a�S N 1 O<V(5 a