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HomeMy WebLinkAbout7116 Silverado Ranch Blvdri 99 260504EHB -HAYDEN ALL WORK SHALL COMPLY CODES FLORIDA BUILDING CODE, PREVAILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRH{LLS HOMES ORDINANCES 0 IT Y 0 iA "E', { 1 �,� -"R l �,.#. S r A; PL AN3N 12602 TELECOM DRIVE, TAMPA, FL 33637 T®1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION *NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC MD SPED - Milt=150 MPH vr,Ba=us MPH •&XPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES 7ABOVE MFR. MANUFACTURER V. A/C AIR CONDITIONING MIN. MINIMUM ADJ. ADJUSTABLE M.T. METAL THRESHOLD ALT ALTERNATE MID. MOUNTED AMP. AMPERAGH MTL METAL ED BOARD N.T.S. NOTTOSCAIF CL CENTER LINE O.C. ON CENTER CAB. CABINET PL PROPERTY LINE CLO. CEILING P.B. PUSHBUTTON CLR CLEAR PH PHONE cLR. CONCRETE PLr. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TILE PR. .PAR D. DRYER P.T. PRESSURE TREATED DBL DOUBTS R. RISEi D.G. nupL GLAZED ROD. RAnlUS IN DIAMETER R.A.G. RETURN AIR GRILL DIM. DIMENSION REP. REFRIGERATOR DISP. DISPOSAL RM. RooM Da DEEP R.O. RouceoeENING DR. DOOR S.C. SOLID CORE EXTDR D.S. DOWNSPOUT S.D SMOKEDETECTOR DTL. DETAIL S.H SINGLE HUNG SHT SHEAT D.W. EACH EA. EACH SHTHG SHEATHING ELEV. ELEVATION SBWR. SHOWER EX . EXHAUST Sim. SIMILAR EXT. EXTERIOR SL. GL. SLIDING GLASS F.G✓FX. FIXED GLASS STD. STANDARD F.G FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FIR. FLOOR TEMP. TEMPEREDGI.ASS FLUOR FLUORESCENT TIIK THICK FR. FOOTING DOOR T.O.C. TOP OF CURB FTC. FOOTING T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSAL TYP. TYPICAL G.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL GLASS V.P. VAPORRGGF GYP. BD GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD `HIGGP.ORITT HEADERHEITT W//HW wn ERHEATER INS INSULATION w.I. wRouaer IRON LA LAVATORY UM. LUMINOUS M.C. MEDICINE CABINET DATE DZ3CRD'AON i*nvn 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0*AS BID SET IS61IEp PG Cl-COVER SHEET PG ON —GENERAL NOTES PG Ai -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG ASK -FRONT & REAR ELEVATIONS "K" PG A4K-LEFT d[ RIGHT ELEVATIONS "K" PG Ei—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS —NOT USED PG WAS —WALL ASSEMBLY DETAILS WA34 ADDED ELEV. 'J' 4 1C' UNTFI SIDING PER MARK BOILSS mI%®AE BID SET RE -ISSUED 04AVIS FOOTING REVISION PER M. BCII 6 myAjAb I -JOISTS INCORPORATED INTO MASTER PLAN 06rAAS CONSTRUCTION DOC11'ENTS RE -ISSUED 08AT/b ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 4NA6/19 DETAIL- 'ADDNKi BAR TO BOND SEAM' ADDED TO SISA mniAB PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0)ft" REVISED LINTEL SIZE AT PROW ENTRY DOOR 4 ' ' ' S 04126AS UPDATED LEDGER BOLT SIZE 4 SPACING 06A8A9 REVSED I -JOIST LAYOUT IST FLR LIVING I,I04 Sa FT. 2� FLR uvNG 16m1 $4� Fr. TOTAL LIVING 2005 8a FT. GARAC+E 431 SOT. FT. PORCH ELEVATION K' III Sa FT. TOTAL ELEVATION rc 3,B63 Sa FT. S'xW PATIO 8m Sa FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SSAC—DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG SO —ROOF FRAMING PLAN PG SN3—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW Y U THE BUILDER ASSUMES ALL IdABILITY 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 IiFI'a IN A TITEN_/DRAWN FORMS IN A TIMELY MANNER. AB DEBS�ION GROUP TAKES NO RESPONS11BI11TY FOR INTERPRETATIONS OF HAVE BEEEN GENEERATTEED BUR DUUNNCLEAR ASPECTCl'Sa OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes4ftroup.eom AA 8: 0003325 S ounDiv. ee LOTC SILVERDADO LOT #23 BLK #7 FIROJWTIP 04128. 02-2307 MOD21A.e 4EHB "2605—HAYDEN" GAAAGZ BwMWG: RIGHT PAGIM COVER SHEET 50 MPH EXP. ounDiv. ee LOTC SILVERDADO LOT #23 BLK #7 FIROJWTIP 04128. 02-2307 MOD21A.e 4EHB "2605—HAYDEN" GAAAGZ BwMWG: RIGHT PAGIM COVER SHEET 50 MPH EXP. 10 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-l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i. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT SO. PLIRIBNO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W 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 P3DD5.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 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 COVEMM 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 FNINES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, ill" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- 11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R3027. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S 1 CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 06/10/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 'www.abdesWkgroup.com L , AA g: 0003325 L P 0 6 xxnmly as Loan SILVERDADO LOT #23 BLK #7 PIWJWCT 04128. -23071 MOD=- 4EHB "2605- HAYDEN" OAP.AOW synxo* RIGHT PARi311h, GENERAL NOTES 50 MPH EXP. D TM 07/01/1A scAxm 1/4"=1'-0" give= GN 0 "a F 21'-10' PATIO I 12'-4' I DDIM I I a B®k00Ml 2 v mom um I A 11 j 1v2m68 � Y 1 I POST6 O • VIC " 11 I CIV II I , I BATH TLEV 81-vxmmI G I 81-8CLG..� I 6 _ 2868 0" 2'-B' iV B'-0' I •0 4'-0' 3-6' W-4' 3'-4' 5'-8' 3' B. STAIR DATA 20 MN. p REF 15R65. IREAD: 10' L/J RE( 8'-8' CAA ro-OW�J I IV 0, 10Y1R III III 3060 111 W/12' III TRAM& 2'-10' ES- I A8 AS REQ.EQ R PER BLDG. CODE GwcE $14, a , a.'-m• x 1'-m• o.H. ---------------- FIRST FLOOR PLAN SCALE, 114' . I'-0' NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Hb' l35mm) N THICIOM681 SOLID OR HONEYCOMB CORE STEEL DOORS NOT LEGO THAN ItY35mm) THICK OR 20-MWM FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENGE 4 ITS ATTIC AREA BY NOT LESS THAN 1,1'(12.1•n) GYPSI.IM BOARD APPLIED TO T1 E GARAGE SIDE. GARAGES BENEATH HABITABLE ROO16 SHALL 15E SEPARATED FROM ALL HABITABLE ROOM& BY NOT LESS THAN %Y5.2w) TYPE X GYP J I BOARD OR EQUIVALENT LNDER STAIR PROTECTION, ENCLOSED ACCES&IELE SPACE WDER STAIRS 5WALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NCH GYFOJ'1 BOARDS. FBCR 2011 (6TH ED.) 302.1 OOmpcN Aw EDLam 011110 wB70lu1EFMIOEMMMM OPEOJM IOm ZOE 11UHNIOMO FWM NO TVE F00TAE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 0 5 24/-31 DR MR CRITERIA &GD. MIN. 41 5 23/-2S CRITERIA 16010 0.44D. 112 5 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 23'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ea1INIMDATEOtM SQ.FT. CAM'S 07 PLR LIVING 1,104 6Q. FT. 2ND FLR LIVING IO01 ea FT. TOTAL LIVM 2,605 SQ FT. GARAGE 431 SOL FT. PORCH ELEVATION W III &Q. FT. TOTAL ELEVATION W 3,10 SQ. FT. Nd8' PATIO 8m 6Q. FT. MASONRY / FRAM WALL LEGEND 8''-8® L LINO ON PLANS BRIG. WKaT. VARIES 8' BLOCK WALL LINO ON PLANS W-8' ERG ISWA NTE® A . ON 4' INTERJOR NON LOAD ERG. WALL LIND. ON PLANE -ALL INTERIOR DOOR& TO EE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' LNLESS NOTED OTHERWISE 1441 N. RONALD REAQAN BLVD. LONGWOOD, FL 92750 PH: 407-774-6078 FAX:407-774-4078 www.ebdesWW1 ouP.eom AA !i: 0003325 oEli 1avaDlV ae LOI SILVERDADO LOT #23 BLK #7 Jp1l0n=T 2-23071 MOD2L U 4EHB "2605— HAYDEN" GA1RAGN swUCO2 RIGHT PAS& FIRST FLOOR PLAN 50 MPH EXP. ARCHnreaT: STATE OF FLORDA L j"NW0J. 07/01/19 aCAIM 1/4"=1'-0" smuc" Al C DEVL. TOP PLATE 0 M BAR DETAIL A SCALE, IR'•I'-0' 9 s DIM. VARIES DTL. (,)ARCH SCALE, V2'.I'-IV' 42' N WOLF WALI W/ CAP 3", TKi SIB ILOOR GLUM a SCRElaw PER PASIEIlR SCHEDIIE 10'-® 1/4' 2ND FM PLR. !a) LAYERS OP 314' PLYWOOD SEOJIIE TREADS TO 8TRN6lR OR fa) LAYEIPO or 3/4 SLS�UW3P& a' SCRESS a" AH U PLOOR MATERIAL RIPo POIF sTRN6ER wrwm OED -- ID NAILNG TO EXTIM SlYOND THKxNl6! \\ OP SIf-ILOOR SIRATNNG V \ 8'-a' OWs.IFLOOMNS PRE-ENa,'D ( SYSTEM \ \ \ IR MUMNG SHEET) \ \ 4• KICK TA` \ PLATE I' MAX STAnesRIGM To cwrow + TO roeR 67H m. NO EDRKN (20m) MN. TREAD.W MAX. RSER.1 a)4' aft. BTAIR DATA, \ MOILp MAX VAMATION IN RSINIWTREADS bR • i$4' �1 y,r ADJACENT TO EACH OTHER aN MAX 5 TREADB . � T l /� / R - VARIATION N ANY WI ER/iREAD HANDRAIL ,.n.. n . - r. .-V4. OR PROVIDE MiINALENT GRASPASLITY WNDERS- KK W WIDE • a-axla SYP STRtN6lR \ ` NAWW W END MN. a' WIDTH a W FROM RENPORcaD aura SPP \ HAI0M I ND a4' MR HANDRAL HST. � ' ISKAD OP \ o PL-400 OR SMILAIIE • NOTE, EA HOWAXONTAL FLI N \ •ENCLOSED ACCESSIELE SPACE LNDER STAIRS SHALL NAVE WALLS, MOelt STAIR a 4 2 \ SIOWACE AND ANY BOPPITS PROTECTED ON THE ENCLOSED SIDE WITN Va' GYPMa•I X RE-SFORCNG EA. a X IN BTRNGER \ EOAIRDS. PEER M. L "Cum Woad •'-V O.C. 77 STAIR SECTION C BCALE, V2'.I'-m' MASONRY NAILS a 2X4 P.T. SLEEPER NTO SLAD WTNN V OP EACH WHO. 32' O - MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.1.82 W/ 2X4 RE-UFORGNG NOTE: WA L W HANDRAIL ENDS SHALL BE CAPRETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A _�• DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A $ o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND g A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.6.1 / F.B.C. 2011 0HANDRAIL SECTION D SCALE, 9/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.at)deeWngroup.com AA S: 0003325 L I? Y Is c -LL EiTJ2mIV At L10 SILVERDADO LOT #23 BLK #7 PROJmC 04128.002-23071 MDDXU 4EHB "2605- HAYDEN" OAICA02! SwDTOs RIGHT PAOIC: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. 11 ARCHRECTk WATE OF FLCflDA i JUL 0 2 9 'i / ADOUMIAM AR93m DATI& 07/01/19 8CALtft 1/4"=1'-0" a 21mm A1A 12'-0' 2'.4' II'-4' 2'4' 3052-11 1 3062-SH EGRESS l2) 3052- H 21 0 no 1 2m4®-B4 3 3052-6F1 k L8a OF 0 I 1ElMr EGI�S6 EGM66 FI_OORCIE& --- -- -.^_--_- J 10'-0' 8'-0' 5'-4' �' 2'^4. 2'4' G{ 0 �jtJ SECOND FLOOR PLAN SCALE. 4 . I'-® Orl:?ip Oli!:♦��������•�����j��a�up,,. • ♦ 00 i�i i',A � �..r �; 40 ♦: •i• ♦ii�0i�i♦ •ii�i: i❖i �I. � ♦ ♦♦ p i•: I � �i i. r. is `\ Ili ri •i o, o ► o c':!o:! o of Q.�::•: a:,� s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774L078 FAX: 407-7743078 www.abdasigngroup.eom AA 8: 0003325 14 0 O aysa:v el =,oa'� SILVERDADO LOT #23 BLK #7 PllOJwT 04128.00 -23071 acoDarl 4EHB "2605- HAYDEN" owiewoa award: RIGHT PA13E: SECOND FLOOR PLAN. 50 MPH EXP. Dw07/01/19 aCAM 1/4"=1'-0" ats8= A2 SHINGLE ROOF FYPON 161X48' DECORATIVE SPUTTER OR EQUIVALENT FYPON MKTID M OR EQUIVALENT I9'-8' 2ND FLR _ BRG. I-IGT. 46' �18ED 4' RAISED BAND (TYP.) 8' RAISED BAND (TYPJ 0'-O' FIN. FLRAA 4^ - IAIi�\ - M pm-- — - FRONT ELEVATION 1/ . I -0' TEXTUIRD PRIM I OFF RIDGE VENT OFF RIDGE VENT 18'-8' 2ND FLR, BRG HGT o - I I I I I 1 I I I I I I I I I I _- 10'-0 3/4' 2ND FLR, I I FIN. FLRIBRG. HGT. 8'-8' CLG. HGT.o I I _ - ""El ::1 ' I ❑ ❑❑ II I I I I 0'-0' FIN. FLR., ( I °' REAR ELEVATION SCALE: V4 • i'-0' TEXTURED FINISH SHUTTER OR EQUIVALENT �6' RAISED BAND 2ND FN. FLR 18'-8' 2ND FLR. VaCTT. 10'-0 3/4' 7ND FLR. FIN. FLR/BRa. HGT. X-8' CLG. HGT. ,L0'-0' FIN. FLR REAOFATHC = 15E5 SQ FT. NET FREEVENTIIATION AREA REQUIRED • 1/300 REOUlREDVENnIAnON AREA • 1585/300 5.29 VENTILATION AREA X SQ. INCHES PER FT.I1w1 7TA5 SQ IN. MN. REOUIREDVENILATION . SX 7m IN UPPER PORTION OFATHC 3M4 Sn IN. OFF RIDGE VENTILATION AREA • 115 SQ, IN. PER VENT 3Ra4/Iss [TCTAL# OF VENTS REQUIRED 3.307E3 ITOTAL# OF VENTS PROVIDED = 4 'AR EA OFATTIC IS THE PERIMTEROF THE HOUSE, Lffi THE OVERHANG EXTERIOROFWAILTO DMOROF WALL NOOVERHANGSINCWDED 10' THICK 2 COAT CEMENT PLASTER APPLIED DRIECTLY TO MASONRY 4114' T3ALY. 'L'•TT'P! FLAWING SET N ROOPNS CO•!NT FESwRiLAGO WNSM OVER W PEL 2X6 SYP FT LEDSNI OV PARR ON lA6' ODD. GWIRATMNS OR _ V2k8' THIIEADCD ROD 32' 19' CDX PLYIIk)OD SECHIIED RR O.C. 4 WTNIN 6.OP EACTA NNAAIILLNppPSP END MAX SET INSFfSOE/ p8CgllpDl�LyE TJD Nh PLR IPEII ELEVJ Now6TRElGhI EXPORT L8U-26 2N6 SYP R PTERS OR PRE -wham TRMS FM SOPPIT IOd's =X6 6rP PR LEDGER YV VtScs'.41116, I.CG 9JUL 7• END MAX. SET N SRIPSON P I41SN 611014TI4 EXPDXY 6' MIN EMBED. OVERHANG DETAIL A BCALE� V4.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWigroup.corn AA N: 0003325 R Is 2 8 8 O Y aumly ae LoaY SILVERDADO LOT #23 BLK #7 04 OT1- 071 moIDm - 4EHB "2605- HAYDEN" oAR.AGZ 11ITID10- RIGHT PAdms FRONT & REAR ELEVATION NKN 50 MPH EXP. AfT STATE OF FLORWA xg, ROLAW A ABOUCHAOM AR NO 9ffM , A k 07/01/19 BCAXAb 1/4'=1'—O" �ImmT A3 K IS'-B' 2ND FLR, Im'-0 3/4. 2ND FLR, FIN. FLR/B�T-s. 4 -r. B'-B' CLG. HOT.o 0'-0' FIN. FLRi, 18'-01 2ND FLR , SRG. HGT. - 10'-0 3/4' 2ND FL!!, _ FIN. FLR Bw- NGT.� _ a ENTRY 0'-0" FIN. FLR.4, LEFT ELEVATION SCALE: 1/4 . P-W TEXTURED FM18N RIGHT ELEVATION SCALE: 1/4 . I'-C* TEXTURED FINISH FRAME 00104 FOR FYPON IBKTIDCn OR EOUIVALEW _ ,SIB'-8' 2ND FL BRG. H T. ,�10'-O 3/4' 2ND FLR. FIN. FLR. _0'-W CLG. HST. ,o0'-m' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdoshpWoup.com AA #: 0003325 J 0 Y svlmly ee Loa: 5ILVERDADO LOT #23 BLK #7 P1W JECT 412,00-2371 MoDmu 4EHB "2605- HAYDEN" GABAGZ EVVEWM RIGHT PAGE: RIGHT & LEFT ELEVATION 'fK" 50 MPH EXP. nacfxtECT: STATE OF FLOFMA AOLAM A ABOUCHACM Dw07/01/19 BCAM 1/4"=1'-O" SlEc" A4 K 4 ELECTRICAL LEGEND GYM DESCRIPTION tl! TANDARD SWITCH -�° -WAY SWTCH -WAY BWTCFI IMMER SWITCH -0 BUTTON IBCON�ECT r HERMIOSTAT IIJfiL.E RECEPTACLE (I25v(20-AMP INIiiQ POLE) IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TN MOULD FAULT AMMM RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET MINED TO 61ITC1) XTERIOR WATERPRooFKSPI CEPTACLE (c4wtsD FAULT RUPTER) IOV alADPLEX RECEPTACLE LEX RECEPTACLE !FLOOREPTACI.E !4 WIRE OW UNTED LIGHT MOUNTED LIGHT AMOMML14, LONT K+F(T 04M PRE-WRE WITH LIGHT (I CR9 PER 6d FTJIGHT FWTURE KiHT FDMI E B LIGHT FIXTURE ACK LIGHTMG LKaF)f U3TH PILL GRAM nL1w1.-_,LUORE6CENT C:ABNET LIGHT U011lESC19.Ir LKiN'T (RECESSED) LUORESCENT LIGHT (SURFACE LOW (RECESSED) • rxCE­ O CE66 Lrxwr co CESS LIGHT (VAPOR PROM) LNG MOWTED LIGHT WITH J-BOX OPT. FAN C PANEL OCATION) N� -BOX lW.4LL MOUNTED) -BOX (CEILING MOUNTED) (LING MOUNTED PAN FAN f I CFM PER &a PT.) yftIA.K OR lCEfLMG MOUNTED) CUTLJET FOR -E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED A HOMEOIU•ER PRE-CONSTRJGTION FLEETING. • ALL 15 4 20 AMP DRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 N11e DEDICATED LALNORY CIRCUIT. • GFI • ISLAND (NOT ON WTOf4EN CIRCUIT) • 016HWA614ER DOC420 ECT TO BE LOOKOUT IN PANEL • BATHROCH EXI14UST FAN TO HAVE MIN. CAPACITY OF 50 CPM MEWITTENT PER TABLE 1`1501A OF FBCR f.TH EDITION (20m • LAUNDRY ROOM RECEPTACLE GRALL BE GROUND FAULT CIRCUIT-INTE1NLPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE weA(BX2) • ALL RECEPTACLE TO BE TAFPER-RESI6TANT TYPQ . V 1 I AMP l &VIAL L N to ■Y BY 11U DER L3Q AND T6% OF LI644TMG MUST N ENERGY EFFIGIENf TYPE PER FEG. ENEWSY faNBERVATION (RESIDENTIAL LRLERL5T EFFICIQNCY) 201T. •th QDITION 1•d OUTLET' FOR VENT OR MICRO PATIO a DOW I i, Lrim ROOM i ROOM — — I PRE -WIRED CLG PAN I GFI I SWITCH IN CABINET I I I F LDIU ET /TO 2ND FL. I I I r SWITCH I I I I -- II CTFI I PAN. �`-- \ I -A ` (85 GPI No 44' / 4•a. FOF GARAGE 1-==---- GICO AFF. DOOM i IEi — � I I I 1 1 / III FI.BX III �� KEYLE66 II L' I PRE -WIRED III / FOYER CALL FAN III FIXTURE GPI 16 GARAGE r III 1 DOOR PRE -WIRED CLG PAN BDRM. $Z ZOLLARD , AS RED. PER BLDG. CODE ION INFTE IELD � a PREWIRE — — GARAGE GFI CF 1, ` IRRIGATIC OUTLET IS ` PCw 1 \ 46' APP. I Imb /�jY•6YC/ 1 • `- - — - tAAGH LIGHT FIRST FLOOR ELECTRICAL PLAN WALE, 114' . P-V W P PLEDd MAN - A PANEL aABwpmL hlaWw VOLTAGE: 12DI241V-1Ph VAN: 15DA.1pw.C.S FEEOER:3%1 CYTHRSigI-N•Cu(0)In110C. OR 3•OWALTHWN81-N5Cu([, in110C. Wh. 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NCI IB 1 5/4 1a4 1 15 B.e1a■uw AFCI NO BWNnn AFCI 15 1 N4 014 1 IN B.t..m N/ N.ewNu W9 7 11m n.tNREaN2RNRUWL4 AR3 20 1 N12 1 .SCr Dee rGFIa 30 10DD M Sand. 20 1 412 NNW 31 32 1.512 a a3 8 57 E w 2 35 AH.u. 6 RYA t45% w 4 8 pse tm meo..elem•eterxeern.. 22N5 I — — Demand ■ m1X ABBREVMTION& AFa: ARDFNATCNia 14MARUPIE■ Na NONLCMCDENFLGAo QF: GROUND FAILTN ERRUPTEA Bn.n%Kme.e.aa r.mr 45MM ' Fm100N.nl.tla0% 102m r4W IN 45% 14m0 dW AA2 Mtl 11)w LOAD CALCULATION R SA M ON AIC NONCOINCIDNRT LOAD Caa..d.e Ise WO. mw6 T.Y /2w sb 141LI GenmN Uahting S Reoeptgcb Load da Rea F.r GnaWtbe R.o3W7 R. 11 7816 Halms 3 tamw ht tIOD% 110 Gnem1 801 CmsN Tomlwtb Ga W US Rs Pod A 11 728 migi 5 cm I" . 1% CU N 2• CONCUR ON 3 1% OU N 2' CONCUR. 1EIMNATE ABOVE SOFFIT a OVLUII(NNS, 150 AMP ELECTRICAL RISER NO TO ■CALL C011.710" SERI/ICE N AFIP DISCONNECT 061TOM AND 20446 VC PMAM ANLL CT MINOR" YO wTALLATIgiN NLYL WomikM 1 •NISLECTINIC �ONM I ma µ jL COIPLY YNTN RTI tCCAL PROVIIH W OF TIE FAIR m�T104 nENI LOCAL CODED AND ALL LOCAL PO4M Ca.PANY w_am B•@ITL r1 L ALL CCND=tQR• SMALL Y TM TMWNn" LNILI N• a2 NOI ' •� TED 1RRWL nW= Y CANA CANAat WASI�ON EFAlIFN1Nt NmMfJr NIHNSY117NN7 Doom 79040M AT LOW VOLTAGE COSNIRCTI NN PINDVCE N APP, 049440 VOLT, I RIANt StCONDIRT/ I V QU SERVICE dowL D cexomaTED To . ELECTR CAL ANINDA PROVIDE 3 9 COPRM (CU) INCONCI Irm ENC.UED FOOTON HELL P'EIN I-VY' VIA 60MMU IRS PVC CONDUIT OR PROVIDE N ENCTOCALRIONN OF TIME 191GRAd i ?(O ALUiNYT (AU IN 2" DU SC40 LE IRS PVC 1 CINmmrr Lm SERVICE ro PROVIDED %Y THE ELECTRIC COPANr. COOI®wn UNrn4 TWO ELECMW Nn" DIA X IN LONG COPPER CLAD •INO►D OM COMPANY F•IOOR To sD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdosWigroup.com AA M: 0003325 J O g BVaDIV. & LOTS SILVERDADO LOT #23 BLK #7 PROZMT 04 .0 - 307 MODULI 4EHB "2605- HAYDEN" OARAOR *WINM RIGHT PAO1c2 FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. Dw� VFIUL/19 BCALM 1/4"=1•-0" 903 = 11111. E1 rE FIRST FLOOR PLUMBING PLAN 6CALE. V4 " I'-0' i 1 — — — — — — — — — — — — — — — — — — — — — — — — J 21vm 2 LAY SECOND FLOOR PLUMBING PLAN 3 2 2-vm 6CALE, V4 " V-0' MABJ 2' PLUMBING RISER 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 www.abdes4Mgroup.com AA A: 0003325 P. d t day "' 1 SILVERDADO LOT #23 BLK #7 041"28.001-23071 moDzu 4EHB "2605- HAYDEN" GAIt"Z swsNG: RIGHT PAGO PLUMBING PLANS 50 MPH EXP. a,�e0ucwu:�► AAA R 7/01/194"=1'-0"1 HVAC NOTES L rALL HICHANIC14L MaIM IPPIo+T &MLL OK PROVOW WTM PROPER C1.KARAMM MR SKRI/ICRI, NMR 2. ALL DYGT SYSTKM6 NBTALLMD N NON -COI D111U) rD Al1�M �t CON/IRYCf�D Q A VALtR OP M0 LKN TIMN"RIAnft ALL SKAPM/ SMALL KK !!AL® dLAN ICAO A PIAW AND NSTALLID A8 PW MC SIN WITIM MOM PECHA CAL OW& coot SKC.rM Ss1 1 ALL MLMDt DUM SHALL KK APPROVKD UL MI CLAN 1 AIR DUCT AS FM MPA mOA 2-11 4. MOM AN NTAIQb LtlGZKK LO"M CLdM9! TMAM W PT: PIROM ANY Q-N'!RY OR vlMtT CIJTLKT; OR 4 MMTART Vwff OUTLKT ALL MDtl~ AND OPIUM AM NLKT CUM NA CONM♦11RJ M OP &WOTN &ALV. MiTAL OR OTMNR MA'THtlN.S AS FM MKC 61M YDITION OND NSOMANMCM. COOK SECTION &M S. 04CLOU D SUPPORT PLATMM M SMALL KK CON T RJCT® N ACCOIZMICK TO MC STM 110"104 nM) l7p4MyCAL CODK SSIS) 1. KATMIROOI'IM COMTA ft SIA"Illft SNOWTft SPAS MAD I M ILAR IATFINK 1 ".MWS SMALL MIK NPWONI P.AL LY VENTKD INACCORDAMCK wm me STM lNITION 12ST1) Pam. CORK SMICTION w ALL KNbWJBTKD "11M ROCPq SHALL MAVK 1lDQJR-QJT DOOIR! MR M"-W AN TO MMs IM11MlKID TO KfiJAL AIR DS WJ87lD. t ALL MNIK RA1SD CKILMJOS AMD MIALLS WIVK AN APPROVKD M1N: OR MMIE/M'TOIGK DAMPNI'S LACATKD AT CKILNS OR N1PlNiRATION M D Kt SLJKIVKD UMTN ACCEN DOORS TO MM DAPPM ALL DAT'PKIM SWILL KM NSTALLKD TO MM IIKGd FlDATiONB AND PKC STM DTI'ION MM PNCN OW& can SKGTION "I I& a1RLLKS MWD OMMNRB SWILL BE PIROVOID SI M MIALANCND DAPPKIM. TL ORI DOOSTM! TO MMM A MANTIM OW IOONM MAN OR 42 AL MAMTKCN OW tr ORYSIR 90087M CAPACITY M LNRNR POST WTN MAX. SIX KLMMJL LEGEND ® SIPPLY AMR Comm R RKRM AM SMALL ® SDK-IWLL OR i MY DRIMKR SOLD LNK- & MTLY ?PLN G — 0140 I LW- MtUMM TRUNK OA Acm DM'PM OR coo O "Lou DSWJBT MAN R CKLN2 N M"*T MAN 4 LISMT 0IA OUTSDK AMR m TMMINVOTAT 19 PASS-TNNJ AIR 41RLL NOTE ALL HVAC TO HAVE PROPER PAN* W/ DRAMS ATTIC CEILING O O EXTERIOR WALL C PL R y AIR RETURN SUCTION AND LIODUID SUPPLY y REFRIGERANT LINES SECURE STRAP TO COW ---'AIR W/ (2)-9/1*'X2' TAPC216 WITHER S� WAS ROLL STRAP y EGIUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE 8TRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB 4' CONCRETE BLAEti %XI 114' BHT. MTL. SCREWS T REgi1GERANT LIMB TO CONDENSER UNIT PLATFOIWI RTTRN �NSM WIT TRAP DRAM LINE AND TERMINATE CONNECTION TO PAD MAN APROV£D °RAM'P£R FBCR 6TH EDITION (20n) 4 NOTE, MAIN COND. DRAM 8/4' DIA MECHANICAL OLD& CODE SECTION W 12A OVER HEAD 12' PIROI'1 STRUCTURE HVAC DRAINS 6CORIATED NICKEL ppy FLOOR BRONZE PL. PL. OR WALL GCUI4TERBIJIJIG CIO. PLUG � SEE OPEC BRASS PLUG �-PITTING OR EXTENSION TO 601L OR WASTE A6 REQUIRED INSIDE SERIWADES NICKEL BRASS TOP CAULK RVL OPTIAWEC vFL00R SLAB CLEAN -OUT (TYP ) PIN. GRADE OR PAVING 1'-61X8' CON-. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP. pX8 - X4 - 8' &/A FROM ABOVE III m FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . I'-C' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdosigngroup.com AA#: 0003325 IS ills oumzv. a LOTS SILVERDADO LOT #23 BLK #7 P2ROjwT 4 8.00 -23071 MODZT, 4EHB "2605- HAYDEN" GAAAGN sward: RIGHT PACIL- FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. AC. SCAEQF IJL R0LD AR AR NO 8874M DATM 07/01/19 Sl 1/4"=1'-0" k. M1 i � I-------------------------J SECOND FLOOR MECHANICAL PLAN SCALE, V4 " P-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 A EI E IF J 8 � WIN Il� mmmmmm sUNDIV. ee WWI SILVERDADO LOT #23 BLK #7 rxoj ' 4128.0 -2307 HOD=IA 4EHB "2605— HAYDEN" 0AXA0Z BIFING : RIGHT PARSE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. MAW A L AR NO 93M A D T 07/01/19 slsm�r M2 2X4 TOP PLATE PNE-PAWS TRUSS U2' CM BOARD V2- DRYWALL ---_ Tv r 2X4 WOOD STUDS 424' OG. FM. PLR WIUVa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. �1 TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'•I'-O' FIBERGLASS 6HMGLE6 OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER 6ECTION ROM11 ON I}' 0.68. 6HEATHMG OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS —� MTL DRIP EDGE 2x FASCIA PER TYR I -m ELEVATIONS OA OJ-I. VENTED SOFFIT V!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR j— D/6' GYPSUM BI OR IR' HKaw STRENGTH CLG. BOARD GEE ENERGY CODE FORME NSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT A6 PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRMG— STRIPS 6 24' DO. v Cm 1/2'GYP. ILL. ISO. - WOOD BASE — ti W/ WINDOW OPENING S' DIA SLEM DO NOT CUT R BOND BEAM NOT CUT smo 6ROUf Tw BOND w !O- IS BEAH (2) 1:41.111 ! - REARS 2A PIPE THROUGH BOND BEAM !. 8/4.0`11 ' FIBERGLASS SHINGLES OVER'50 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOS.LI ON 0.88. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-EWG 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.. 4 <.. . n TYP. WALL SECTION If NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 2 12 TO LESS THAN 4 12 A (1)1— STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE. 2/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER, (I) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6757 r MUL Pot 6" LNa 2B GAS LINE THRU BLOCK vnr•r FIBERGLASS SHINGLES OVER'90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605U.1 ON A' OA& %eATHNG OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGEJ O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT RI PRE -ENS GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL. DETAILS 1/7' T14ICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR 6' Cm a ti.. a . 4: VI' 1NIGC 7 COAt - PoIRN.AlD CR'O1f ft.#&r R AM-LHD C%wm LY to MA8QNW s GARAGE DOOR JAMBS D1 WALE: 11/2'al'-0' 2x DLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STBTBACK AT ALL UPRIW4 PER STRUCTURAL DETAILS PRE -ENS LLD. TRUSS — CONT. 2x RAT RIN SECURED PER-/ STRUCTURAL DETAILS ...J/// SEE ENERGY CODE FORME POR INSULATION R-VALUES J.PER ELEVATION 6/6' GYF'S.1'I BOARD OR 1/2' HKsH STRENGTH C.L.G. BOARD n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANFACTURES SPECIFICATIONS REFERENCE STRUCTURAL •be2 P.T. FURRING STRIPS • 24' O.C. I/Y GYP. WL. BD. WOOD BASE > to RLL 7R FIBEFOLA66 6HIN55;LE6 OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.L1 ON }' O)3D. 6HEATHING OR I' COX PLYWOOD SECURED PER FASTENER 6014EDULE Tom°• MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRU66 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cm 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL D 1 SCALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdosign@roup.eom AA 0: 0003325 k $ 1 6 M o si saiv as LDay SILVERDADO LOT #23 BLK #7 TO 04 00O— 307 MODEL, 4EHB '12605— HAYDEN" GAVAGE 111111113401 RIGHT PACE: DETAILS 50 MPH EXP. FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 4S0 PELT PAPER OVER OW FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION Rsft.0 PER SECTION RWb.0 ON J' 02-M. SHEATHING ON J' 0.9a. SHEATHING OR k COX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PIS �' YR PRE ER 24' OZ. MAX. Lo. NATION 24' O.C. MAX. LION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FAT' 2x FASCIA PER CODE FORM. 2x FASCIA PER ELEVATIONS -®' OR SW GYPSUM BOARD ELEVATIONS ON 5/8' GYPSUM BOARD TYP. OR IR' HIGH STRENGTH TYp. OR IA' HIGH STRENGTH CLG. BOARD VOTED O.G. BOARD VENTED Ix2 FIRE -STOP SOMI7 ix2 FIRE -STOP SOFFIT -4.1 INBUL. REFERENCE -4.1 MBUL. REFERENCE STRUCTURAL I ( STRUCTURAL a w m w E w WINDOW ATTACHMENT w AS PER Y MANUFACTURES SPECIFICATIONS �f —REFERENCE STRUCTURAL T 1 G SUSFLOOR GLUED GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING VV THICK, 2 COAT tt � GLUED AND NAILED AS PER NAILING �• THICK 2 COAT � SCHEDULE PORTLAND CEMENT SCHEDULE PORTLAND PORTLAND CEMENT 1� PLASTER APPLIED PLASTER APPLIED DIRECTLY DIRL �a MASONRY m MASONRY R 'ATION w FIRE -STOP w FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL R S/8' GYPSU"I BOARD OR 1/2' HIGH STRENGTH CI-G. BOARD — - ATION v 1X2 FIRE -STOP Do R-4.IINBUL. W OANDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REWCE STRUCTURAL R t�kLEVATIUN S/S' GYPSUM BOARD OR 1/2' 14W STRENGTH CLG.BOARD R-4.1 INSUL. 1/2' THICK 2 COAT 14' THICK 2 COAT PORTLAND CEMENT PORI LAND CEMENT PLASTER APPLIED Ix2 P.T. PURRING PLASTER APPLIED bc2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. DIRECTLY TO STRIPS • 24' O.C. MASONRY 8' CMIU MASONRY 8' CMU Vt' GYP. ILL. DD. 1/2' GYP. 0L. BD. Do FIRE -STOP WOOD BAD IX2 PIKE-870P WOOD BABE d d tl. tl. ti . a. . a. W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.mm AA M: 0003328 L a � I.M. 6 si sDMv as I071 SILVERDADO LOT #23 BLK #7 PRO$= 4 .0 -2307 MODEM, 4EHB "2605- HAYDEN" GARAOX BVfX Ck RIGHT PAGE: DETAILS 50 MPH EXP. DwRUM 07/01/19 scAMM 1/4"=1'-0" aM1�E'r D2 ®I \1 - -___ v I® Ilk CLAN" 2X6 2X6 GARAGE DOOR e)cK 6v rs) ® VW A -DOLTS 4' B•b®h!M MIN. IIV 21)0 4146WER AND NUT SPACED EVMY PROM PLOOR TO GARAGE DOOR WDR. IN JOINTS "WOO TO PILLN26 1-2X6 PT BI WA • CENTER OP ® DOOR HEADER WNI)A') 6' J-SMT6 AND PUT. TO L MAMPACTU116" N16TAATION M46TRICT1014S WFERE GARAGE DOOR 1 BUCK ATTACHMENT 4u m.rr 8' CMU VDRYWALLPX4. OR 19O• P.T. NAILER N4 P.T. OR 94N4' MIN. SECURE THRU FRAME 4 EXTEND 1 Yi INTO BLOCK ❑ W/ V&' TAPCONS (MIN. SHJYK SIZE .145 MM HEAD 612E 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' OZ. 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 1FOJDOB + 0 + A SCALE, KT.S. 2X4, m BECAME TO BLOCK W/ V TAPCONB OR (MIN. SHANK 612E J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT IV) WITHIN 8' OF EACH END 4 IB' O.C. MAX 6PACMG. 2X6,m SECURE TO BLOCK W/2- ' TAPCONS(MM. SHANK SIZE .1b MIN. HEAD SIZE 300 MIN. EMBEDMENTIYs') WITHIN 8' OF EACH END 4 8' CMU IS' O:C, MAX SPACING Yj' DRYWALL 2X6,m ❑ I'X4' OR I'XZ' P.T. NAILER SEGO BLOCK W/2_%. CABINC4 (MR SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1149 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANLFACTURE6 DETAILS. 18' OG. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 49 DOORJAMB TO BLACK +1-1 2" @WX N. 2X4= SECURE TO BLOCK UY V&* TAPCONB (MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IB' OG MAX 8PACMG MUBT BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK W/2-V NON-STRUCTURAL V.- TAPCONB TAP'CON MR 1-Y,' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 , CMU MIN. EMBEDMENT I Yi) ' DRYWALL WIT14N S' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR 170' P.T. NAILER 2X6,® SECURE TO BLOCK W/2-%, 74' ObJB. X 4' MM Xl TAPO" (MIN. 64AW 612E .145 DOOR C' G MIN. HEAD SIZE 300 DOOR JAMB OR WIDOW MIN. EMBEDMENT I )i') ATTACH TO 2X PER WITHIN 8' END 4 MANUFACTURES DETAILS. MAXEACH IB' OL. X SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEO)Y) DOOR JAMB TO BLACK +tl-1- 1Q HLOCK +1-1515/1¢/ 8 ' C E, KTA. 2X4,m BECAME TO BLOCK we I)(e, TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MINR, EMBEDMEW I Ys') WITNM 8' OP EACH END 4 NOTE, STRUCTURAL 2X IS' OG. MAX 6PACING. MOT DE ON OUTSIDE 4 2X6mo SECURED THROUGH SECURE TO BLOCK On-%' NON-STRUCTURAL !(e' TAF10" TAPCON MR I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y.i) S. CM 8' OF EACH END 4 y4• DRYWALL 19' O.G. MAX SPACING 1'X4' OR "' P.T. NAILER ZXBm � SI.00AC WR-i4' CASING MR SHANK SIZE J45 MIN. HEAD 612E 300 DOOR JAMB OR WINDOW MM. EMBEDMENT I Y4'J —ATTACH TO 2X PER WITHIN 8- OF EACH END 4 MANUFACTURES DETAILS. 16' O.C. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 4" rl1nMI00W 70 BLACK +2 1 4" 2X4= SECURE TO BLOCK W/ I)(r,• TAPCONB (MIN. SHANK 812E .WS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL iX 18' O.C. MAX SPACING. MMST BE ON OUTSIDE 4 2X6m SECURED THROU" N ON.8TRUCTURAL 4W BLOCK W/2•IXe'TAPCON TAPS MR I-Y4' (MIN. SHANK 61ZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 • CMU MM EMBEDMENT I Y4) DRYWALL WITHIN 6' OF EACH END 4 4' OR Ih0' P.T. NAILER ID'Or- MAX 6PACM6. 2X84mo r 6ECURE TO BLOCK UYZ-%' TAPCONS DOOR CASING(MIN. SHANK SIZE .Wb MIN.1EAD SIZE 300 MIN. EMBEDMENT I Y,i) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS.orMAX BPACMG. MANFACTINiE6 DETAILS. WM OM Ae,so To R".W* WO NW MCM&) DOOR JAMB TO BLOCK +3" I TO BLOCK +r E rb. 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SWANK SIZE .Wb MIN. HEAD SIZE 3" MIN. EMBEDMENT I YW) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROWN SECURE TO BLOCK W12-I)(e' NON-STRUCTURAL )V TAPCONS(MM. SWANK SIZE TAPCON MIN. I-Y4' 149 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4') Fl- WITHIN 8' OF EACH END 4 6, cm 18' Or -MAX SPACING. JS' DRYWALL 2X8,E>0 PX4' OR Ma' P.T. NAILER SECURE TO BLOCK Un-%. SECURE TO TAPCOIJ6(MM. SHANK SIZE URAL MENDER 76272NE", µg WITNM 6'OF EACH MIN. HEAD SIZE JIM 6' TO WOG. MAX MIN. EMBEDMENT 1 Y1) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACNG TTACI4 TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED A' ) DOOR JAMB TO BLOCK +3" 11BJDOR TO BLACK +3" 2X4= SECURE TO BLOCK 04 TAPCCN6(MM. SWANK 612E 145 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MOT BE ON OUTSIDE 1 IV Or- MAX 8PACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK UJA-1/4' TAPCON MIN. I-Yi TAPGONS(MIN. SHANK SIZE EMBED�sNT INTO BLOCK 145 MIN. HEAD SIZE 300 ' CHU MR EMBEDMENT I Y4)• DRYWALL WITHIN S' OF EACH END IB' O.G. MAX SPACING.X4' OR 1'X2' P.T. NAILER 2X84moSECURE TO BLOCK W/16'ObJb. X 4'MIN.TAPCON6 4-KA111UPACTURES (MIN. SWANK SIZE .145OOR CASINGMIN. HEAD 812E 300MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 7X PER 0'OG M'X SPACpJCs DETAILS. NX4 41eY Y,�C TO rWe/.M� C10NDT OIL Y) DOOR JAMB TO BLOCK +3-7/18" 1/DiDOIf TO +3-7 8" C' SCALE, IV.Tb. 2X4® SECURE TO BLOCK W/Y4' TAPCONS, MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 YV WITHIN6' OF EACH END 4 NOTE, BTRUGTIRAL 2k 16' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK UYI-I/4' ECAMe Ng4.67RUCTURAL VS TWAONO TAP'GON MIN. I -A,• (MMINAIR SHN•IC 812E J45 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN. EMBEDMENT 1 Y4) 6' CM WITHIN 8' OF EACH END 4 Yi' DRYWALL IV Or- MAX 6PACING. ❑ I'X4' OR 1"'P.T. NAILER YX6s� SECURE TO BLOCK Will 1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OP EACH END 4 TTAC 4 TO 2X PER 18' Or- MAX SPACING MANFAMMS DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YV DOOR JAMB TO BLACK +3 3/4" H A B +3314 " 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdoeigngmup.com L AA #: 0003325 , F «. M� O i L J > ummm a WE SILVERDADO LOT #23 BLK #7 PLROZWT 4 02-2307 MODMIMLA 4EHB "2605- HAYDEN" GARAGE 811111t;M RIGHT PAGE: DETAILS 50 MPH EXP. DAATM-` 07/01/19 95CA2dA 1/4"=1'-0" B E cw D3 OlP0.DlaMaD.lR.• O iCaaYa MS •• ® ® ® KICKOUT DETAIL • 4 Otan ►awo • ® i „aD MUM . r,. A WOOD SHEATHING OR CMU oaara.n.• i"N''ME•m'O �, WRS LAYER 01, . aN.r • n. o � STUCCO WRAP (FRAME ONLY) A. C NAft • PR. C L ICLD /1. G CNR R. �°or�rw�rieNsaTO�s THICK, 3 COAT CEMENT ' PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) o'm 0 4 LAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB „p �� ROOF/WALL SCREED ti•�• .— LAYER "1, STUCCO WRAP) MAL woo. on waan. rTmmIC'aTc"w ? 5'Xs''L'TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER------ — — — ec.a.ueNOR(cm EQ.. z (NA L O V. METAL ROOF DECK, NOT BU I LD INCx PAPER enD LAYER 9, ►oRt�B!!R in 1NXD►MRAMMepmum&Lw WALL SHEATHING) wsLAYneti c+ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT 0r uses ar rxoss aw oyu w,LNe a� erDr STUCCO L. Am" on cm b*�R� ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING SOCK -Off res — — — — — — SELF-ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER SECTION MILT � '" ` "m"""'""`~`«` R7031.1 / ASTM C-841-05, MIN. 2.5 LBS. e1N0"10p1e" s.'PER SQ. YARD (UTILITY OR NOMINAL im"°""`°" FLASHING LATH DOES NOT MEET SPECIFICATIONS 'IT O"L" 5 N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-7744078 www.abdeslgngroup.com AA#: 0003325 h eumm a. LOT: SILVERDADO LOT #23 BLK #7 P"T 04128.00 —23071 MODRU 4EHB "2605— HAYDEN" GARAGZ BwINCk RIGHT PAGM: WALL ASSEMBLY DETAILS 50 MPH EXP. 11 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-0S, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDNG PAPER OVER 'QUICK FLASH' r---- 1 � PIPE TWROUGN WALL 1 b' SELF ADNESIVE— FLASWING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' AVENT PENETRATION SCALE. N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL FOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNG IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMDRANI ENTERS BOX, APPLY TO PA EDGE APPLY E-Z OVER 60 M GRADE 'D' PELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP 03 e• WRB LAYER M, —� STUCCO WRAP CUT 'A, INTO SELF -ADHERING 1-EeMBRANE FLASHING APPLY SELF -ADHERING F•IEMBRANE FLASHING OVER BOX ,AND OVER APPROVED WRB LAYER h STEP *2 WRB LAYER 01, STUCCO WRAP APPLY 4v0 MIN INrj GRADE 'D' FELT ® FLA MEMBRANE FLASHING MEMBRANE OVER SELF-ADHERWa FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 �- ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP IS STEP I% @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.774.4078 www.abdes4Mmup.com AA M: 0003325 P cfill 1sysa:v. & LOT. SILVERDADO LOT #23 BLK #7 pnoj=Tfp 04128,00 -23071 moaszs 4EHB "2605- HAYDEN" OARAGM NVMCC s RIGHT PAOSf= WALL ASSEMBLY DETAILS 50 MPH EXP. ROLAM A. AR NO DANTAMT 07/01/19 IMCALM 1/4"=1'-O" sus: WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k2 1/22 1/2� k CORNER BEAD (FASTENER 4 SPACIW-z + l' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoo4pWoup.com AA M: 0003328 W AN - S aumiv. & LOTt SILVERDADO LOT #23 BLK #7 PRoJwT* 041 .002-23071 WoDm- 4EHB " 2605- HAYDEN" OAMAOM award: RIGHT PAO& WALL ASSEMBLY DETAILS 50 MPH EXP. %AR No 9V= NO �3 = DRINT A 07/01/19 acAum 1/4"=1'-0" ei111cmmT WA3 .. C4"Tf TlQN WYOND SNOOD aw"Twwa II1 1MAINIVElt-11lMarIVE ` Kei ILl 610M / / /� \ W SELF-ADHERNS / I p PLASHIp VOWPLASHINS-ADNERN6�aDNlRN6 / ` `\\ '\ Q �@9t, Nt STARTER arRir \ 'U SAPAM �6*TNE 6ALY'D METAL "VP METAL '�' Z' K ASHMM 1. ��Z'PLAMIMG an UL7OD T M@DER 6LICtdZ GAsmY. y \ OIAQR diAP WCAULKNG R O APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL$2750 PH: 407-77"078 FAX: 407-774-4078 www.abdesWWoup.com AA 5: 0003325 K @Qp R 8vaasv. ae LO t SILVERDADO LOT #23 BLK #7 PAOJMT* 4 28.0 2-23 7 moa�r. 4EHB "2605- HAYDEN" 0AXA08 DVrENM RIGHT PAOM WALL ASSEMBLY DETAILS 50 MPH EXP. r07/01/10s 1/4"=1'-0"T A4 1 1 1 1 7- 2x6 SUB-BANb W/1'x4' NOTCH a -_- END, WRAPPED IN PEEL 4 STICK 1' DRIP EDGE P 1� 1/8' TEXTURED I ' FINISH a WOOD 1 I I/8 I/2' TEXTURED � \� FINISH a CMU J METAL FASCIA WRAP V FROM STUCCO, 1' FROM WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X6 1 SUB BAND ONLY VS' TEXTURED FINISH • WOOD. U2' TEXTURED FBJISFI CMJ METAL LATH FETAL FASCIA WRAP W "ATHIWx OR c"I UJR^B LAYER M, STUCCO UIRAP(FRAME ONLY) — UPS LAYER 42, FORTIFIBER BUILDMG PAPER (PRQV ONLY) 2X6 eue NAND ROOFMG CEMENT DRIP EDGE ("EL AN 8 FETAL KICK OUT —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL fNOT INTO STUCCO) 11/8' TEXTURED FINISH • /WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT a 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 WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4' 0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS 6'-8' x x x x x ONLY. FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/%'x4' oo NOTCH a END ', METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE Y 2x SUB -BAND MTAL FASCIA WRAP E �'. W/t1 'x4' NOTCH a * A= LFA END, WRAPPED IN FEEL 4 STICK `1 DRIP EDGE EXTERIOR WALL +ROOF CEMENT a (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BWD. LONGWOOD, FL32780 PH:407-7746078 FAX: 407-774-4078 www.abdes6liJproup.com AA N: 0003325 lzs�� J O lit t svaaiv d m-ME SILVERDADO LOT #23 BLK #7 PI�OimOT� 4 - 07 >tcoaats 4EHB "2605- HAYDEN" GARAOM BTFINOt RIGHT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. 50 — TE-,10 I I 4"CONC.I CIL SLAB 3 Ow m � 11 jr — — — — — — — F M 8 10'-0' I I om° �I 6m Cf N SLAB LL L) 10 I n 20'-5" T-5" 11'•10" LL 9 riz cw-1z�1z I (1— L4 Ls F-24 11 ep O ii SIIZ CAC-12X��— R NIIN — — — LLJ $II- § ---- — o rn ILL Uii� I "' UPT02NDFLOOR 4" VCJ N > u I (FIELD VERIFY C BE " �0'•0 W 8 EXACT LOCATION) 1.1 oII I 1 3,_0�` : TOTOP OF ?4 I SLAB o_ ry 3 I I N I .X 3 TRANSFER STEEL ro O 6 24" O.C. MAXI N �' II 2 ry I aI FIN^GONG SLAB ( I I 4 LLI m L FM•i8x18 — _ — I 4 4 LL 9' e" 7,-e" o � FM-18x18 I7 m LL " L---- FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVO. 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAW NGS FOR WALKWAY SLAB LAYOUT. 11. EINDICATED 05 BAR, 13dDICATES #8 BAR, EDICATES 97 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 05 = 30", #8 -381, 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 2,000PSF. 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 WTH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-1 WASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT GOOD PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W1/WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bih EDITION SLAB SCHEDULE 3LA8 THICKNESS REINF. REMARKS Bx6 WIAxW1.4 OVER GENERAL 3 12" B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH NT LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-IZd8 IT CONTINUOUS 18' - (2)#5'6 FM-IBx18 15' CONTINUOUS 18" - (2) #5s + 0'-0" FM-20XIS 20' CONTINUOUS 18" - (2)95k +0'-0" FMC-16x1S 16, CONTINUOUS IV, - (2)#5's VARIES 12, SEE PLAN 17, (2)#5's + 0•-0• CWC-12x12 12' SEE PLAN 12, - (2)#6e - VARIES F-24Y24 24" 24" 12' (2) #5's (2) #5's _ + 0•.0" TE-1 8" SEEPLAN 1 - (1)#5's _0•-4^ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407474-4078 www.abdeskgngroup.com L AA #: 0003325 J 14 e8 i ei O Y pT 4ILL I oulmly as LOTS SILVERDADO LOT #23 BLK #7 P1W JMT 0412 .00 -2 07 Mom- 4EHB "2605- HAYDEN" GA1tA0Z OWD"k RIGHT PAGIM FOUNDATION PLAN 50 MPH EXP. PA AW A ABOIJO AM L AR NO OWM j mm DUDIT A07/01/19 INICAIM 1/4"=1'-0" s1 39' MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED i d ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •o •" _ CELL SEE PLAN FOR SIZE AND [1 SPACING REQUIREMENTS TG SPACING REQUIREMENTS r v: — �— GARAGE DOOR V InI N Q ' �: fi=r i—FM RECESS m Z 8"CMU WALL O 8" CMU WALL .. CORNER BARS, SAME SIZE AS BAR W W 6• O Z IN FOUNDATION WITH 30" LEG EACH U ~ TOP OF SLAB TOP OF SLAB eI WAY AT ALL CHANGES IN DIRECTIONS I ... •I SO THAT THE STEEL REINF. IS CONTINUOUS N N ' F MATCH AMOUNT OF CONTINUOUS BARS •I • •I ?k CURB FOR • • SEE SLAB SCHEDULE 4 BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (iSTORY) 16' • EXT. PORCH SLAB "• SEE SLAB SCHEDULE TOP OF Gwva�e 4" CHAMFER J I2 CONTINUOUS STEEL MONOLITHIC °` I .• FOOTING REINFORCEMENT SEE SCHEDULE /� 7L0• I UN S SET AT ELEV: W/ 1/2' ISOLATION 8" CHAMFER (2STORV) �• Wl1/2"ISOLATION (1STORY) Il : 0_0" JOINT (WHERE ♦ • #4 24" APPLICABLE) z SEE SCHEDULE #5 3U" JOINT (WHERE APPLICABLE) a 8" CHAMFER (2-STORY) : .' i EE SCHEDULE = 4. : WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 47' N AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), LINO 7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 8CALE:34"=P-0 GARAGE SCALE:34"=1'-0 CORNER BARS DETAIL (D2D20�01R OPENING 3 SCALE: 3/4"=1'-0' SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 1-COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WN PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP No 2 STUDS SEE 1�1 a I PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. OV) a. SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a g EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE 8", UNO g NAIL 18" O/C STAGGERED. W/FLANGE BASE = O FOLLOW ALL MANF. ADDITIONAL METAL SPECIFICATIONS FOR CONNECTORS NOT to USE AND REQUIRED WHEN NO 4 H PREPARATION OF ut u1 UPLIFT IS PRESENT. HOLE. Z It ILI SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W(4) 1/4" X 2 1/4" TAPCONS �QO TOP OF SLAB ' 4" CHAMFER (1STORY) • �`. • , "_4 e" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO _ INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 5 c V SCALE: 3/4"=1'-U' SCALE'34"=1'-0 (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ I6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WN PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 18" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING W..ROUTED 1/2" DIA. USP 725OSD BCLTS 5" TP OF SLAB a• ':: MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND 16" O. C. VERTICALLY MAX SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ,Alf INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3la"=1'-a' 00 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4ogroup.com L AA #: 0003325 Y J a JLLj avimiv as more SILVERDADO LOT #231 BLK #7 PRDnMT 4128. - 307 HODZU 4EHB "2605- HAYDEN" 0APAGZ BVnNM RIGHT PAO& DETAILS 50 MPH EXP. X)ATMrpulp" 07/Ol/19 ecA*m 1/4"=1'-0" Matz= S1.1A 2'4" FIRST FLOOR DOWEL PLAN SCALE: 1l4' - 1'-0" I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.eom AA M:0003325 d pc9�1; 8 of J O C BV�DIV. /s " SILVERDADO LOT #23 BLK #7 IPUOI=Tfp 04128.002-23071 MODZTe 4EHB "2605— HAYDEN" OARAGs MWEWM RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. J" DATM07/Ol/19 8CALM 1/4"=1'-0" 8!l88T S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1(rHOOK -GROUTED BOND BEAM mmm CLEAN OUT REQUIRED FOR INSPECTION TIEtiERTICALREBPR TO HORIZONTAL REBAR W/ 10" HOOK e, BAR SIZE 148 BAR DIA Z W k3 18" 4> U #4 #5 24" 30" #6 36' HORIZONTAL/VERTICAL #7 47 REINFORCING � SCALE: 3/4"=1'-0" jI NEW REINF. BAR 0. N SECURED W/2-PART I EPDXY. MIN.EMBED e", LINO FOLLOW ALL MANE. U) a I SPECIFICATIONS FOR _ USE AND PREPARATION OF Z HOLE. W� m: •`� 4 '4 — -= — •'.4 4, STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM OFFSET METHOD CONTINUOUS ISAR SIZE 14. BAR DIAL #3 116' METHOD #4 24" HORIZONTAL/VERTICAL #5 30 # REINFORCING 7 36' 2 #7 47' SCALE: 3/4"=1'-0" #5 BARS M " 8" �" ---'"'kkkk V-0" al CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA k: 0003325 SILVERDADO LOT #23 BLK #7 PllOJnCT 041 01-2307 MIDDRU 4EHB "2605- HAYDEN" GARAGs 911UN k RIGHT 1p a DETAILS 50 MPH EXP. j, ROLMD A AR NO owm .i Dp TO 07/01/19 WCALI :1/4"=1'-0" a!lmDT s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 12" 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 METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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, NTH WASHER 10 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 �RI � REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF UNTEL / 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 r. ( ) IZH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MIO SIZE SPACING B81 MASONRY 3000 8x16 (i)#S (1)#6 N/A GROUTED SOLID BB2 MASONRY 3000 84 (1)#S N/A GROUTED SCUD SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �INFGMIN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE amNIA 4F1fA 4FM4B 497A loam OUA 4711A LENGTH rr (4n PROMW 2231 rr Nn PRECAST 11M 4W (M9 PRBCW 10M 04' (M9 PRECAST 1217 S-IV (M PRECAST IOU " (I" PRECAST 900 Pb" W7 PRECAST 743 P4• (117) PRECAST 04 1&4• (12n PRECAST 475 114' (13n PRWABT 8112 1r4r (14C) PRECAST 337 law Mn PRww 2" 14LW Mn PRECAST 279 14W (17n PRASiR[ w NA 104• (14') PIIMiIIOMAS N.R ir-4. PM Ptdd1R NA 1P4' can P41Ta711NM N.R. M14" (2M") PRT$iRBMfID NA M-0' OAST PRE37RWFD N.R. 2410' (23n PfIFdTI1BIBlD N.R. N��mm®mm voovoov oom©mom 'voovoov !oomomom om0000v oom�oom IDS ANZAE:Zn NO NO NO NQ1 Nam^! t:�""1 �'1 N�®00©00 1ON©K:::ANONONC7NEM mm000N©0 m0N©N£7©Q*�c�1. ©0K:A0©©0'. 0000©"KzM O NEB NEB NO NO NE:::^ N�'1' o©o©000 000©DE00, NC�NONE�NONONOOi 000000v C3©ON0�00 NE::lDEOC� 0 Nib©N0�'000 N©Ni�NE�N©N©©NCB ONONO�NON©0 NE7IcR000©© NONN7N00®�© ON©0©©N©© N©®�N©NO�ND 1s 710 r 4N M NC (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUES TAT M FROM WA LOAD TAKW BY CASICRETE MAY 201E EDITION -ALL PIIECABTPRODIICTSAM70 ASINSTALLEDPER MANUFACR1RE68F'Ef ICA1 SAFE LATERAL LOADS FOR 8" PRECAST & PRE81RESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4INTELS w� SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT Y"�•Y�'� TYPE I RCMU TYPE I vo4T I wv4T I *-IT I wo- I va— IIPJFIT 4N SW (47) PRECAST 11020 IM4 I 1001a I " (4n PRECAST *W (4n PRECAST TM m 1309 r-r m PRECAST r4• Sion PRECAST 002 M1 1075 f 8• 041) PRECAST S-4• lM'1 PRECAST 41/ 411 740 S-1' lM9 PRECAST S 10" M PRECAST 340 336 910 FAIT (M PRECASTr4• (In PRECAST WY 490 S4" (70') PRECAST T4• (On PRECAST 424 04 M r4r W9) PRECAST 04' Uin PRECAST 320 512 230 04' (11n PRECAST I" (121M PRECAST 34 401 180 1" (12n PRECAST 11%4' (1Sn PRECAST 20 452 184 /14' (13n PRECAST 124r (141r) PRECAST 244 402 137 I2W (144') PRECAST 17W (10n PRECAST 217 324 110 IT-C (10n PRECAST 140' (1Sn PRECAST 210 2SS IM 14W (10n PRECAST 14%r (17n PREFFI.SM NA 214 91 14'4• (17n PAD IS4• (1Sn PIE nom NR 20S 113 I" (ion PRE31nEM® 1T-4' (20n PI FMW H.R. 194 M 1T4' min Plies I" i737) PRBTRESSED NA 14S 0E 1" Mn PR TEEM 214• X81 P NA. 129 42 s1L4" w" PR661RE� 22W MW PTES7 MO NA, 110 40 2r-V PM') PRWMEMED 204' (2M') NOR MIND NR 91 1 33 W4r pen PRBiNSISED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCE BY OTHIMTO MEET OR MOM VALUER STAT® ADM -PROYM 61IiR1M COF REARM PAST EACH SIDE OF IMPAM OPE PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 18,0126.03 s io LL 16-----���������������������� FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774-4078 www.ebdes4pgroup.com AA I: 0003325 pad Is at S J 5 r 4 QQ Y gill F I#23 #7 -2 7B AYDEN" SWI NICk RIGHT PAGIM FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. aP DATM 07/01/19 dCAIM 1/4"=1'-0" NE7lI>w S2 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10" HOC( 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 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 15' DEEP. 30" TYPICAL #5 BAR IN BOND BEAM T I OF V F = FILLED W/GROUT U =UNFILLED f1VOS NOMINAL # OF 05'S, IN 2ND BOND WIDTH BEAM COURSE �/c _16-1 p. NOMINAL T/1 B HEIGHT #OF#5'S, TOP CORNER gQ� BOND BEAM COURSE REINFORCING OF BOND BE '� IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/lM/OB INDICATESA DOUBLE BOND BEAM #OF#5'S, BOTTOM PLACED IN LINTEL SCALE: 3/4''=1'-P AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REWIRED IN EACH CELL HOOKED IN TOP BOND BEAM WN STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4^=1'-0' WINDOW PRE -CAST :!3 1M" a WINDOW Y SILL a SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0' SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.SEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' TYP. B' BE BOND BEAM 1#6 TYP. 8'k18" (p BOND BEAM 8x18 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM 7 p W/ (1) 05 BAR '..�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-2OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(LI) REFER TO PLAN FOR LOCATIONS B Tn WDODSEC110N FA878'EA8pA N d, =2" MIN, 2 J' MAX a=2}"MIN, 9"MAX WM e,-1 a MIN, 2e MAX ea = r MIN, 2 Y' MAX d. =r' MIN, 2 e MAX a=2} MIN, 91 MAX mad s, =1 J' MIN, 2 �' MAX ea = t' MIN, 2 e MAX d. =r' MIN, 2 t' MAX s,=2}"MIN, 91'MAX JY'MIN, 2J"MAX sa=?'MIN, 2} MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST I }"OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d, = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS 4 = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 wwwAbdostgngroup.00m L AA #: 0003325 3 Is J C Q i � svaniv. ae LOT: SILVERDADO LOT #23 BLK #7 PROJWTIP 041 8.0 2- 3 71 ImDEMA 4EHB "2605— HAYDEN" 0APLA0Z DIFUN : RIGHT PACE: DETAILS 50 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1Od x 1 1Z HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 U2" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1 Od 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 METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (41. S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 10E SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE ,1 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 1 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 P8638, .177" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END I I 11 11 11 11 11 11 I I 11 1 I n n 1 I 1 I 1 I UNLESS OTHERWISE SHOWN DIFFERENT, 11 11 11 I I I I 1111 I I 11 11 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 11 I I I I I I 11 I I I I I I I I I I I I I I 11 I I RATIONAL ANALYSIS. u u n n n n u 11 I I I I I I 1 1 1 1 11 I I I I i t 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS III 1111 11 11 NOTED OTHERWISE. I I I I I I I I 11 I I 11 I I I I I I 11 11 I I 11 11 11411 11 I 11 I I I I JIII,II1� 11 I I 4 4� I I I I I I JII1,'I1� 11 I I 11 I I I I I 11 11 I I � 11 11 1fill I I 11 TRUSS MANUFACTURER /ENGINEER NOTES: It II II It 11 11 II I 1 1 t 11 I� II II II II 1 11 11 II II II 2x4 WOOD II wALL v1I I) II I I II 1) .1 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) ORDER 70 OMU WALL W I I 11 I I I I n 11 a 11 I I WOOD 200i. I 1) 1 11 n SYP. NO2 I I�n1I j1) S 11 I I I I 1 I 11 1111 1111 11 11 11 2. RAYPLANS ED CEILYS INGS. AND ATTICACCESS � I I I I I 11 1 WALL L IN ZDD I I ] NTH THE ARCHITECTURAL COFFERS ARE > 11 11 I I 11 11 1 I 1 I 1 SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSIONAND MISTAKES. STUDS 11 WDi 11 I I I 1 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 12" O.C. 1 111 I I 1111 11 TRUSS CONNECTIONS. 1111 II 11 II 11 4. AVOID PLACING A TRUSS PERPENDICULAR TSTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THEHE COLUMN. PROVIDE DRAFTSTOPPING 11 _ _ _ _ _ _ _ ___ _ _ 4 ALONG THIS TRUSS AS TO I ------- ----- I , I LIMIT AREA TO 1000 S.F. II PER FBCR 302.12 II II II II I II II 4 II 11 11 ____--- DBL STUD 11 SEE DETAILS/S2.tA H. II 9C t0E 3 1 n n n 4 11 11 11 II 11 II II 11 11 11 4 11 11 II 11 II II 11 11 II 11 , II=___=---PREFABRIG'IEDFLOOR- II _ II II _II II II II _II II _II _______ 7RLOOES C 24 O.0 FIRE II II II II 1 1,1 II II II II DRAFT STOP I ������� I 11 L-------J I I I 11 11 11 11 11 11 11 11 11 FL SUB FLOOR � 2X4 NAILER u FOR DRAFT 11 11 11 11 11 II II II 11 11 PRE-ENG. _ STOP FLR.TRUSS I I I I I I i l I I 1A I 3, u n n n n II �I II II II n n II n II II II II u II EV. VIEW 1 � � 11 11 11 II 11 11 II II I II II II II N N N II 11 II II 11 11 II 11 II 'I I PRE-ENG. FLR. JOISTS 1 _l i V 1 A Y 11 II 11 11 11 11 11 I --------i W ------- -- — -- -- — -- — -- it 3/4" PLYWOODDRAFTSTOP PRE-ENG. FLR. JOISTS I'�YII 2X4 NAILER FOR DRAFTSTOP 3N" PLYWOOD DRAFTSTOP PAN VV1 DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4' = V-0" COLUMN SCHEDULE MARK 812E i BABE PLATE CIR REMARK DEBCRIPTNNI REINPORCE.MENT WD 1 4X8 (314"x51i") SYP. USP HTT4 W/S/B" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32780 PH: 407-774$078 FAX: 407-774-0078 www.abdaslgngroup.com L AA N: 0003328 � M 0 B QQJ. 6 aVEDIV. Ae LOTt SILVERDADO LOT #23 BLK #7 PllOJECT# 4128. 2- 7 1[ODEIt 4EHB " 2605-HAYDEN" owiewca<E swixck RIGHT PAGE: FIR5T FLOOR FRAMING PLAN 50 MPH EXP. awl 07/01/1e s3 NGGNEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR RAWINGS FOR REVIEW SHEATHING ND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALL/FLOOR TH (9) 10d x 1 1/7' NAILS TO SHEATHING RUSS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE' QNCRETE EMBEDMENT, DBL PLY, A PT SYP #22'XV'X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED WI 10d I Od x 1 12" TO TRUSS. FL#17680 D OVER TRUSS (NOT NAILS, 2 ROWS, 3" C/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE2-PLY 10d x 1 1/2" TO TRUSS EA STRAP. FL#77880 SED IN CONJUNCTION WITH CONNECTOR. DEL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 LUG72 W/ (5)1/4h,T POWERS 1x2, 2x WOOD FASCIA WED WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 3x SECURED Wf (3) led (B) USP RFUS STEEL CONNECTOR WITH (4) GALE. COMMON NAILS. ENGINEEREDWOOD 3/4"x6" WEDGE BOLTSAND 11x2 SECURED WM tOd TRUSSES 0 24" O/C, WOOD FASCIA (12) WS3 SCREWS FL45223 'GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE SEE ARCHITECTURAL �17 O/C FOR REVIEW 2x SECURED W18d AND APPROVAL GALV. COMMONN NAILS. AILS. IF 4 BOLTS ARE USED tx2 SECURED WI IDd MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12' O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1-:1765 USE (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 SDALE 34"=1'-D' TYPICAL ROOF GIRDER CONNECTOR(S) 2A 2B scALE:34"=r-a' GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4' TAPCONS TO CONT POURED LINTEL. 1111900 UPLIFT (2) USP HTWM20 INSTALLEDCN OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. Z' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 214 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d ®EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10dxl2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1)'9P BRRQUALLY EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) W BE SECURE 2xe PT. PLATE (1) "X" BRACE Q CENTTO BLK 1N/ 12" CIA FLOOR (2) "X" BRACE DIVIDED ANCHOR BOLT W12' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY S' SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX PRE-ENG GABLE TRUSS SECURE GABLE T02K8 P.T. PLATE WY 12d's S' PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH TRUSS ENG) ONT. 2x4 SECURED W/ STRENGTH Cl-G. BOARD (2) 108s Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 16d TOENAILS 10'-0" O.C. MAX DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB )18tl x SE E SCHEDULE FOR 2x4 OR 2x6 WOOD BARING 2-12' NAIO POST. �SIT BOND 13AM REO. WALL W/ SYP No 2 STUDS SEE POST TO IRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE FT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING . 41 12" GYP. WL. BD. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4''=1'-0" GIRDER/WOOD POST CONNECTIONS 4 FLOOR TRUSS CONNECTION L.B.W. sGaLE:3/4"=,'-0' (NO UPLIFT) DEPTH 1/4"D —HOLE EDGE>S/8" —+TOLE DIAMETER 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY STM. - PLATE STUD NOTCHING 8 AND BORING LIMITS SCALE: 1 1/T=1'-0' EDGE>5/8" C - USP THDH28-2 G - 2400 LBS, U < 2560 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 HOLE DIAMETER D - USP THDH28-2 G � 4800 LBS, U • 2650 LBS W/(4) 3/4'" WEDGE-BOLT/J4SOLT, 5" MIN. . 3/5•0 DBL. STUD EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G • 4800 LBS, U < 2650 LBS W/(4) 391° WEDGE-BOLT/J-BOLT, 6" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) IN VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 314"=l'-D' 5' EDGE CENTRAL 2" MAX WEDGE SPACING SPACING OPEN WEBTRUSS SPACING SEE SEE HEDUL SCHEDULE SEE FRAMIN.PLAN TYP TYP P LBMRD BOARD IOR • • • • END OF • • • • • • • • • LEDGER SD) :E SCHEDULE FOR SEE LEDGER W Eon LEDf3ER BOARD TO BE XT SIZE 512' SCHEDULE USED NTH O.W.T. N. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT. LEDGER 2. END OF FRONT AND REAR I Z LEDGER SHOULD LAP A MIN = Z 3, ALL BOLTS TO HAVE SYP Pf z WASHERS i °o g 4. EXP. BOLTSIJ-BOLTS m i (2) 2X6 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6" O/C. LEDOER FLOOR JOIST LEDGER SCHEDULE MARK ISIZE IBOLTSIZE MH.M'DDMMMCE CMIIRALBPAtMq A DOUBLE 2x8 12' 8" 18" O/C E DOUBLE 2110 (2) 314" 8" 21 O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL IF AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" J.44J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 •iJaDIV. Ae IA1! SILVERDADO LOT #23 BLK #7 PilOJEOT 4 2 . -23 7 �tODE7t 4EHB "2605- HAYDEN" GARAGE 8WDIG: RIGHT PAGE: DETAILS 50 MPH EXP. 2x4 STRONGBACK SECURED TO EACH TRUSS W/ (3) 18d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING USP LFTAS W/ (16) 8d COMMON NAILS STUOU 7' 4 USP LFTAB W/ (16) 8d EACH END DBL PT 2x8 BLK'NG W O.C. 1 COMMON NAILS, EACH FL#17244 TRUSSES W/ 10d 0" O.C. 1ST PLY END EVERY STUD OR ON INTO LEDGER AND tOd 3" O.C. #8 WOOD SCREWS x 7' FLOOR DECK EACH END OF "BUNDLE" STAGGERED UPPER PLY INT02x8 81 LONG Q 3" O.C.; OF STUDS BELOW #8 WOOD SCREWS STAGGERED NI x 2" LONG @ 3" O.C.; AS SHOWN PLYWOOD FLOOR STAGGERED OFF DBL 2X8 LEDGER SHEATHING ® CENTERLINE OFF 2x6; «� TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL 3/4" A6 6HOVYN 8" CMU WALL AT 18" O.C. AND 8" FROM a� REINF PER PLAN REINF PER PLAN END W/ MIN 5-12' EMBED. USP A3 EA. FLOOR DECK P ELEVATIONTRUBS /4" PER ELEVATIONl4" N WIBl4G PATTERN m Y MUM PATTERN 2x8 PT TERMINATION BLOCKING SECURED TO WALL W/ (8) 3/16' "x 4 TAPCONS 2x4 STRONGBACK, (D!Lg-o���� DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY INTO LEDGER AND 10d a 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL — REINF PER PLAN 9 O ri #8 WOOD SCREWS x 2'LONGC3"O.C.; STAGGERED OFF CENTERLINE OFF 2x6; ' 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1 /2" EXP. BOLT N� AT 18" O.C. AND 8' FROM IN END W/ MIN 5-1/7' EMBED, uI FLOO/4° WIRING PAWERN 24"M `PRE-ENGINEEREOWOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 01 2'D.D. REPAIR DETAIL IF 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL t-_;5�TO EXTERIOR WALL SCALE: 3/4"=1'-0' FLOOR TRUSS OR ___/ V' TE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2' HDG NAILS FUM7239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT. PLATE TO BLK W/ 11T DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6"MIN, EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-T O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2x4 P.T. CEILING `—PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE MASONRY NAILS B12X10 LEDGER FRAMING PLAN) 012 O.C. 1X2FIRESTOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0' PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.PCURED LINTEL COURSE —CONT. 2x4 SECURED W/(2)10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG D GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' I '1' PRE-ENGINEERED WOOD 44" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ® 12, O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 44 i • � O J w g O m aysDiv. ae :.oar SILVERDADO LOT #23, BLK #7 04 128 002-2 071 moDmu 4EHB "2605- HAYDEN" GARAOZ DWINM RIGHT PAGIM DETAILS ILJ50 MPH EXP. ARCHmar: ROLAW A AR NO S$M mop DAm 07/01/19 OCALft 1/4"=1'-0" 0 I i' PRE-ENGINEERED %.1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL--' PH: 407.7748078 FAX:407.774-4078 wwwAbdosWWoupcom AA 0:0003348 b summ a. ion SILVERDADO LOT #23 BLK #7 [PnDaWT# 04128.002-23071 MODE .9 4EHB "2605- HAYDEN" GAVLAGE sM/ING: RIGHT PAGE DETAILS 50 MPH EXP. DAM 07/01/19 scALM- 1/4"=V-0" sisEEfr S3.1C 17'-4" 14'-0" 2'•8" 4 00 `v 10'-0 " TOP OF3/4DECK OPEN a a ---------------------- i —� 5.4. 74" 7-0" 2'-0" 21'-0" s'-0^ 39'$" SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 8 C SILVERDADO LOT #23 BLK #7 P1loam" 04128.00 -23071 moan 4EHB "2605- HAYDEN" OA3lAGZ 81FINM RIGHT PAG M SECOND FLOOR DECK PLAN 50 MPH EXP, Bj Dw07/Ol/19 8CAIM 1/4"=1'-0" emaer S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdeskgn#m up.eom AA 8:0003325 8 �ssyy ~ 0 b 5C sxnmly ea Lois SILVERDADO LOT #23 BLK #7 P"' 4 28,0 -2307 MoDM- 4EHB "2605- HAYDEN" 0AVA0Z BTFINO+ RIGHT PAOM SECOND FLOOR DOWEL PLAN 50 MPH EXP. R /01/19 4"=1'-0" .2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (0) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER (M16" 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 DESCRIPTION REMARK 0 1 (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 (P-1) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 (1)#S (1)#5 N/A GROUTED SOLD 882 MASONRY 3000 8x8 , #S WA GROUTED SOLD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LNTELS SAFELATERAL LOADSFOR 8" PRECAST 6 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS o-wP�86N SAFE LOAD - POUNDS PER LINEAR FOOT 4_4__ SA P LFOAD 4--o-ESE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUE 08w "__m OU08 arms 8Ra48 87w4a Snow TYPE LENGTH RCMU TYPE LENGTH �+T fall NU+T VtW 8FlFIT ~ f6b,T 1RD31 R14.7T WAM writ MW IrWIT Won Sd (W) PRECAST 2267 rif (43n PRECABT 102E 1021 t(88 3'd (4Qn PRfiCABf Im s wM w ww am 1m, r01 ww 8w4 w w Mw T« 4W (48•) PRECAST Woo r-W (48n PRIVAST 766 7D3 1308 rd (46.1 PRECAST 1wl ww m w+4 Im m m twl wm low lm 4m 8w7 we ♦W (541 PRECAST 164p rd (64) PRECAST 502 W 1073 rd Pj PRECAST M7 M NW =N 4P0 4MI BRa tow am HOT we Am OM ,8R8 s4• OW) PRECAST 1217 s4• R4'1 PRECAST 411 411 745 Sr R4'1 PRECAST 10M I ww ww wm wM 4m ,ow iMi wN ww am wM 4Pw s•10• (W) PRECAST 1082 5-IW (M PRECAST 340 33B 016 s-1C (In PRECAST m M. nor lwo 4m m UP ww ww MH ww 410 sd (76n PRECAST U1B GW (W) PRECAST SD► 72l 4SD sd (76') PRECAST m , LM Mo NMI" ew ,4f ,4w wm HID wM H4 R6' (60`) PRECAST 7p rd (om PRECAST JIM 534 363 r-C lBD•1 PRECAST lm R7 18m ,m 81w w0 ww 174• (+72') PRECAST W4 S4• (112') PRECAST 320 512 23D " (117) PRECAST w, 7a „tM Mw « m 1MB Im wN 2m 16W (12r) PRECAST QS 10'd (128n PRECAST 204 401 180 itld (126n PRECAST m Ht Me 1m w11 M M ,tw I7w ww wll tt4' (138) PRECAST 362 IIW (135') PRECAST 28D 452 184 IIW (1w) PRECAST 4A1 « m ,M Im « wI , im�j ISO ,11E Mw I" (141•) PRECAST 337 1Yd (144n PRECAST 244 402 Ion 17-V (144n PRECAST 410 4w 7w tt , Imt no M ao I IF w1# 134• (+6D•) PRECAST' am 134• (ISM PRECAST 217 324 110 13'4' (lWj PRECAST m wl m7 M. « t ,m 4w « tm 141 1 Iw7 14W (1SC) PRECAST 270 lyd (ISE) PRECAST 2D6 283 100 14W OM PRECAST « 4w M M ,wl 110 « 717 I i Im 14L6` (178n PRS1RB18ED NA 1rd (+TBn PI�IR®W WA 284 6t trd (176') PI�TI®IED s r « M O a m 4m m I m IN I,M Iwl 1s4' (184n PRE® rLa ir-C (184n PRawmaS8ED NA 268 83 low (loin PRwR"m IN w/ "SE lw « MA $V 4w ,m 1 8N lm4 tme 17%4' On PREIV OCED NA 1r-4' (2D8•) P NA ASS 64 ir{ Pon P BD tw ,8l m 8w « Y am 7m M , ME—tol 1171 MIS low on PFAMR� NA 19W Mn PRES MM N.R- VA 62 1" mn pmw wm w w m 44 4f m7 W M Iw HI m w4 4w w7 m wt m1 « m/ IH7 m 214• P" pRB6TREpED NA 21'-4' M26P9 P1BBTt1E8BED N.R. 126 a 21W Call PR�1 u[ HI m 878 m 7M 808 100 mr W" PRFSI NA wr Xf) PRE IMMIED NA Il6 40 22W (2pn PFIWI IIM W 1n W" m s • 818 W 4w 818 6M O M. M 24W Mir) PFABY ED NA 2Pd (218n PRBIRT/w Nl! 01 33 W-V (2Nn PIIBd'11EN6D « >w Ms wT 4w 418 ml 4m 7H m7 8w - - ,w - -- - >A __ 4w - m4.. wl "a 7m - (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT RESAR. -ALL VALUES TAM FROM•BAPS LOAD TABU' BY CASICRE EMAY 20/6 EDITION • PRECAST PRODUCTS BY OTHM70 MEETORID VALUES STATED ABOVE -ALL PRECAST PROOLCM ARE TO ED BITALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MBSMSI C OF SEARM PAST EACH SIDE OF WIMMOPE NO PRODUCT CONTROL NOTICE OFACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE DIVISION ACCEPTANCE M 1"126.03 �c�mm©©o 0000000 ODmOmO� ©000©RORv ��mOmOm ©m0000v ODmQ100m1 oo©000vi 000 mmov©ov moo��� o©0000m o®ov000 mo�o�©o OmDO©©0 0000©��f vo�000v 00000�Q! OD©DODO o©ov000 000©000 000©000 ©oC�000O ©��O�mO 0000000 0000�00 �0000DO © 0 00DO®�© s 1 1 1 1 1 1 1 1 I -------------------------J 1 ,% 1 I ; 1 1 i 1 1� 1 1� 1 1 � 1 � 1 1 1 1 j BF16-1T/)MIOB 8F16-1T/OM/OB ' =--------- L--- ---J SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdesWngroup.eom AA 6: 0003325 q 3 Is Y O w V Z aysa:v. ae On SILVERDADO LOT #23 BLK #7 3P 4 JWT 307 11aoamrl 4EHB "2605— HAYDEN" oANAGNI awixol RIGHT PAGW. SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. AHrMSOT1 BTAW OF R-0110A WLAW NO arm D TM 07/01/19 15CA .01/4"=1'-0" 822s >O r S5 r Ii00F WIND DESIGN ASSURES ZONE 1 = 8.97 PS F (19.97) ZONE 2 17.98 PSF 127.98) ZONE 3 33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WINO EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF ONI4ft4GM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/6 COX EXT. PLYWOOD, WITH Ed RING SHANK GUN NAILS AT 4" QC. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. w ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 212" 0.120' 170,D00 RING SCREW SHANK (18-20 RINGS PER INCH) 8d SCREW SHANK 2 U7 0,120 PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1064 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR BFIEA1Na1D USE 1Y8' CDX OR 7/1W O.S.B. PLY WITH Bd 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. Ir TOP & BOTTOM EDGES LL Y Z U J • 1nO cD to a . i Z LO .J Z y v w TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUES wnnF SHceTUINr -_� .-__-I MOM ROOF SHEATHING LAYOUT AND ENOWALL BRACING POR GABLE END FRALW40 Bd RING SHANK GUN NAILS �8"O.C. IN FIELD'\ ' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS 0 17 O C. IN FIELD or Ed x 2 1f2' SCREW SHANK PNEUMATIC SCREW -NAILS 017 0.GJLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31t'. STRUCTURAL DRAWINGS SHALL BE USED I N COW UNCTION WTH JOB SPECIFICATIONS AND WOW: ARCHTECTIRAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B% AIR ENTRAINED CONCRETE EGIOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHTECTIRAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: PBCR 2017, Sth EDITION ALLDPOSE) EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER Fb =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE M4AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SU4BSIXi(;ROIRlDW16EINIDICATB)ON NE VAPORMEMB PRAWINGB. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK $HALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS SEAMS LAPPED B INCHES AND ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: SODIUM ALL DETAILS ARID SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMAAORK CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHTECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 9TRU CTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP fit. I THE STRUCTURES DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SWILL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-00WNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE AG WOW TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR TODESIGNED LUMBER FABRICATED ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND STRSEALED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" CONNECTOR PLATES SHALL BE A MINIMUM THCKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT-DIPPEDGALVANZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED{NOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI 1" LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 psf TOP CHORD flDn-DDn nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" Y8 BAR - 36' WOODTRUSSES. 10 psf BTM CHORD -non-Dpn Tt #5 BAR - 30' p7 BAR - 47' DEAD LOAD 15 psf TOP CHORD (7 psf W/ ASPHALT SHNGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 1 OPsf DEAD LOAD 20 psf TOP CHORD (10 pd./ No GYPCRETE) 5 pBf BTM CHORD BALCONY LIVE LOAD 60 pBf STAIRS LIVE LOAD 40 psf PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM NTH MINIMUM 10 INCH HOOKS OR RENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED=110 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pst, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING A3 CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND OECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40W MASONRY• PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5?MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPEROEDE THOSE ALL SHOP DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. R MANUFACTURED IN CONFORMANCE NTH ASTM C80, GRADE f m = 1500 P31. BLOCI<SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W N O UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SFALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE 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 PROHBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCE$, THE CONTRACT ASTM 0.476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERW SE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITINGBY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG, FOUNDATIOW 817E PREPARATION' "M" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED LNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO TIE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE IS BATCH®. THE MkVktJM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EFOUNDATIONS) B FOR CONCRETE EXPOSED TO EARTHMDKXRWFATHER 1- W FOR 85 AND SMALLER T FOR 0AND LARGER C. FOR CONCRETE NOT EXPOSED TOMATHER 314' FOR SLABS, WALLS AND JOISTS 14r2' FOR SERA AND COLUAN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Py - 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE 8, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATON b4£ TYPE ePAONG REMAPo{B __TION SIII TYPE SPACIro REMAFNS I#PTNRRINGO C EHWpENEOCOB 80C ON:Pf3E CODA &ICl( SEE- E. OETNL SEE OETNL eEE DET/Y MASONRY/GONG NNL 111SLONG. TOM180NRY/Nro. SOD. AL.IXT. OOORB LASE IWRDENEDCOIL a"OF WWODW'OOgN/FABlFTIED ONL[iE DOOR BLCx 1. PT, BEE NOTES L1IIS LONG. STAGGER® IMOANgONRYIWNC. TO MAeDNRYKoro gEE DETNL BEE OETNL 9EE.ET.L BEE OETI4 wINDOw- B"ox: WWWYa-FASTENED METALBTRMTo CONTACT THIS ENGINEER FOR SPACING I. PT, SE-6 L11rr LONG REQUIREMENTS ExT 8NN0 WOR (3n B'q4 'TAPCON' Ill]"EMBED, BEND NONBfAWro NOq) 1/t EIPAVaON 1'EMBEO. BUCxh PT. SEE roTEe WASHER ABTNHt 18 qC gBT.,l1lP ®OEgBT. WN.LO CONC.8LN3 Z�.Oti WI WAaVER BOLT OIBT., 3'EOGEpST. PTTOSTEN�WL�:E Y°PAFrl1B" 8"O.O i"END. DIET., 11? NOTES EDGE DIBf. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 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 HILT] XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILEDAND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 www.abdosQtngroup.com AA 8: 0003325 I1 SQ i Is P O Y 9 ■ummiv. ea LOTS SILVERDAD0 LOT #23 BLK #7 PROJ>m'T 42.0-2301 7 MODZU 4EHB "2605- HAYDENf1 GAV.AGZ STfU402 RIGHT PAG>QS DETAILS 50 MPH EXP. A„ V Dw07/0 OCAIM 1/4"=1'-O" S ITT 1 g�,o- �l6 �`3