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HomeMy WebLinkAboutApproved PlansX, 8 It 0 Z 9 THIS BUILDING HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE: 5TH EDITION - PROTECTION OF ALL OPENINGS IS REQUIRED 1. WIND SPEED -160 MPH ULTIMATE. 2. WIND IMPORTANCE FACTOR-1. 3. BUILDING CATEGORY - II 4. WIND EXPOSURE - B. 5. INTERNAL PRESSURE COEFFICIENT +/-18. 6. COMPONENT & CLADDING DESIGN WIND PRESSURE, SEE TABLE 1. 7. ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS ENCLOSED OPENINGS AND THE TRUSS ENGINEERING SHALL BE PREPARED AS SUCH. LOADINGS: TOP CHORD LIVE LOAD 20PSF TOP CHORD DEAD LOAD 15PSF BTM. CHORD LIVE LOAD OPSF BTM. CHORD DEAD LOAD 10PSF WIND SPEED 160MPH WIND EXPOSURE FACTOR B (B, C OR D) WIND IMPORTANCE FACTOR 1 DEFLECTION CRITERIA: LIVE LOAD U240 TOTALLOAD U180 C. ,�DESIGN CRITERIA 12" = 1'-0" ,A 0 Y� 1;'' h1 4)VI) A 0 A 0 O M 3D Full House Locked I G CIUPERBERGER RESIDENCE 15370 SKYKING DR. LOT 67 PORT ST. LUCIE, FLORIDA PARCEL ID 4224-501-0067-000-5 J � LJ Sheet List L � Sheet J Number Sheet Name z z- �) w L. n: z bn Cr L I i1 I-J L` u n �- Lu _ J w s-� Z i L. „Z CLIMATIC AND GEOGRAPHIC DESIGN CRIERIA WEATHERING AND TERMITE AREA IN ACCORDANCE WITH TABLE 301.2.(1) A0.1 Isometric View Al Floor Plan A2 Elevations A3.1 Sections A4 Schedules E1 First Floor Electrical E1.2 Electrical Details M1 Mechanical Plan P1 Plumbing Plan P1.2 Plumbing Details S1 Foundation Plan S1.2 Foundation Details S2 Roof Plan S2.1 Truss Layout S3 Building Details S4 Wall Details S5 eta Frost snow load wind design topographic effects seismic weathering line Termite winter ice shield Flood air Mean design underlayment Hazard freezing annual temp index Temp NEGLIG- N/A 160 NIA N PROJECT LOCATION THESE PLANS AND ALL PROPOSED WORK �` ARE SUBJECT TO ANV CO RRECTIONS REQUIRED BY FIELD INSPECTORS THAT CONCEALED FASTENERS OR ATTACHMENTS \MAY BE NECESSARY IN ORDER TO MPLY WITH ALL APPLICABLE CODES. ARE THE RESPONSIBILITY OFTHE CONTRACTOR OF RECORD ST. LUCIE COL', IT ULILDLMx Dtvl`4iv REVIEWED FOR CO \ REVIEWED VIEED Y DATE I PLANS AND ERNfiT \n;ST BE KEPT ON JOB OR NO INSPECTION WILL BE N ADE. ai j z L z , 1 Y � LL A w L. L-. J LJ LO z ,f t No. Description Date 1 city comments 04/03/2017 SEAL Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmaii.com O bi 'T � M •-- G G7 t� M Q ^ >r � -O U Z 3 1 L 0 (3) J U) 0 U) 0 o = L C:@=I O _ ._ ui E (D oo W U N I CL>'a Z > 0 R L -� U V - N L.L W o, V W ._;�� patio L U C IT E W V 0- L L OL (n CL c0 O M ai .-, = > a)CL a ol� UCo afO in a Project number Z:\projects\projects\2016.231 a Ciuperger\CIUPERGER VERSION 5.rvt I - Date 11/10/2016 Drawn by MM Checked by MM n z z Scale 12" = 1'-011 L h F L py I • T� 4/4/2017 4:12:23 PM I 42 v r y 3 4 A3.1 4' 22' - 11 1/2" 14' - 11 1/2" - - -- 20 1" --- 16 10' 4" 13--51/2"---- 4" 12°-8 /2" 4' 4" 12'-81/2" 15'-31/2" '_4' — ---- HB-------- --- — ------81/ — — — --- ------ — ----- ----- ---- ❑ --- - - - -- ❑ - --- ----------- '0 r--- ----- o ---- ------ - -----� ------ _ �- EQ EQ a r II r-- -- N —1� --, II II Ir I i2. _ o,•I I I LOGGIA � � I Izo 0 Q } 5' - 9 3/4" 9'- 1 3/4" 2' - 0" 15' - 8' o I _.....__. o" 10' Ceiling 7 N " SOLANA -g — - ----J --- --- 'k---� I I o...---- - I ❑ 1 N 13 2 a r 10' Ceiling I I NOOK T 2._0" �1 -� 2'_ r� —————— — — — — — —— I 1 MASTER 1 o RETREA 9 l 3 1 /4" 3 10 Ceiling - .I 22 °P — — — — — — — - 4 r ❑ 0 b 1 15'-0" 5' _ GUEST SUITE 2 BATH 2 7'-10" 10' Ceiling 71 21 20 IL W:C./ 6 R&S A2 3 I HB SHOWER LAV R&S a 0 /2" 4'- 7" co I 1 19 GUES�T4SU�ITED I N 10' Ceiling 13'-8" � ' N WATER PUMP o 200 AID I 1 PANEL I 200 AMP ELEC METER AND DISCONNECT — 2 0 r 7- Room h ,:: K1TC - 6 EN 2'- 0" 10 /11 Ceiling 12'- FRIG A I N GRAND ALON 0'C N471 iling NI�1 DBSIN - W/ DISP� w I 10712' eiling N 13 R&S DBL OVEN I_DWJ HER CL21 EAS1j.qR1.)1ER lY 23 /LL--------------L - 8' - 3 12" r 10' Ceiling 14 -- ARCH OPENING ARCH-6 PENING1' - - - - - - - - - - - - - - - OWD o 8-1'-1 N d, N Z — 1... IF— - LAV 12 WC r— --- --- zl I 2'_0111 2 _0" WWI FOY DINING ROOM I R �* I = 2, - „I a STUDY 2, _ a„ _ C9 A_ I A/C \ FLI P HB g 114/15 Ceiling I 14'!15'Ceilin I '15 8'-41/'TANESS MWH 15'-0" o M2 11'-0°_N 4'-61/2" n 6 B. r1F-. ABOVE - _ _ _ rr - - - PROVIDE DOOR - - - - - - - -0 17' Ceil ng r CLOSURE O W/ F.G. ABOVE 9'- 2' W/ F.G. ABOVE I M STER BATHI 10 3,_8., 18 3-8 _ARCH— He 10'/ eil'ing I I o LAv 14' 6' LAv 24 b 4GARDEN TUB " o �C N L — ME., ICI 1560 I I I� 13 I 1l¢d„ I I I `° I 17 I WH I 10' Cellinq 5/8" gyp board ceiling 2 A3.1 slope � I o 1 25 eo I I` I I 22' - 8" 1 I. I I 6'-0" 10'-8' MEN 6 - 0" 11' 1'0" 6'- 0" 3' - 2" 15- 6 3/4" 10' - 4" 6'- 3 1 /4" 2- 6" 10' - 8" 2' - 6" Win -Mull Bar 6 foot 74' -10" 3/16" = V-0" li Z& 3 1/2" WALL TYPES Lightweight concrete NEXGEN STUD-- A2 EXTERIOR - STUCCO FINISH Gypsum Wall Board Gypsum Wall Board � / /G NEXGEN STUD INTERIOR - GYPSUM WALL BOARD FINISH Gypsum Wall Board Gypsum Wall Board FQAM NEXGEN STU INTERIOR GARAGE COMMON \ Gypsum Wall Board ���f WALL - GYPSUM WALL BOARD FINISH Gypsum Wall Board INTERIOR LOAD BEARING WALL - Gypsum Wall Boar GYPSUM WALL BOARD FINISH 5 1/2" WALL TYPES Lightweight concrete FOAM NEXGEN STUD < 62 EXTERIOR STUCCO Gypsum Wall Board FINISH Gypsum Wall Board \ NEXGEN STUD D� ,INTERIOR - GYPSUM WALL BOARD FINISH Gypsum Wall Board Gypsum We Board INTERIOR - LOAD BEARING Gypsum Wall Board �' GYPSUM WALL BOARD FINISH Wall Legere 1 /4" = 1'-0" NOTE: ALL INTERIOR WALLS TO HAVE 1/2" GYP BOARD U.N.O. ALL WALL IN WET AREAS TO HAVE 1/2" GREEN BOARD ENTRYLIVING AREA COVERED • GARAGE 33373 S.F. 94 S.F. 970 S.F. 889 S.F. ---------------- 5,326 S.F. r �I H L�. L z 4 o z No. T Description Date 1 city comments 04/0312017 SEAL Consultant ! Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmaii.com U n GOO bA " Z 3 J � O 4-+ � ® ,e J — U_ O M - 12 N caco_ CDC o W U Ea)o W �Z �� 2 R L�L per+ Q .o U W ® O Cr CD (n O �, =L (a O E W = I ILLro 2 m9 U >�- QU m L " C CL O .+ . � a) p O a)a> U Q m U27) ) 0 Project number Z:lprojects\projects12016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11_/10/2016 Drawn by _ MM Checked by MM w r D Scale As indicated RECOPY z 4/4/ZU"1 / 4:-IZ:3U I-'IVI No. Description Date 1 city comments 104/03/2017 12 6 3/1'6" = 1''-0" 12 6 FRONT 1 /4" = 1'-0" I ROOF Roof 10'-0" First Floor 0" RIGHT = 1'-0" _Roof n T 00 �l Floor 0" CRICKET STUCCO BAND Portico 171 0 Stud y/Djnin 14'-0" First Floor L � 0" n CD z SEAL Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmall.com >~ Q a� z 0 J -0 C v 0 _� W U fn a �, as 1 fUJ V ` O > O (/ LL W n V W ¢_ c n a _©co .LD U w E W W a� V .c oUCl m o is ai :- > a rn$3 m •� v U°m a Cn Q wjll _Project number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11/10/2016 Drawn by MM Checked by MM I, lj- z L X Scale _., As indicated UPY ------ � 4/4/LU"I / 4:1 L:4U I-'M No. Description Date 1 city comments 04/03/2017 I = 11-0,L Poetic- o_ n IT - 0" ZI ;tud //Dinin Section 4 3/16" = V-0„ ROOFING MATERIAL, METAL OR SHINGLE. 5/8" CDX PLYWOOD PEEL & STICK UNDERLAYMENT DRIP EDGE 2X6 PT. FASCIA BOARD W/ALUMINUM WRAP. --- — Roof - 1a-o� First Floor jr 0° V HARDI BOARD NON - VENTED SOFFIT. — WEATHER PROOFING W/ ADHESIVE TAPE N re BOX FRAME WINDOW IMPACR LOW-E DECO FLASH - J SERIES. (OPTIONAL) STUCCO FINISH 0.00" FINISHED SLAB —6� SPRAY FOAM INSULATION OPEN CELL R=30 NUCON METAL TRUSS SYSTEM 5/8" DRYWALL SIMPSON &/OR NUCON TRUSS CLIP 1/2" GYP BOARD - SHALL BE IN ACCORDANCE WITH FBC 2014 302.9 FOR FLAME SPREAD/SMOKE a REQUIREMENTS CAULKING & SPRAY FOAM GAP (TYP.) @ WINDOW PERIMETER 112" DRYWALL WOOD WINDOW SILL WITH TRIM 4.5" STEEL INSULATED PANEL MIN. R=20 1/2" DRYWALL - ., WALL ANCHOR FLOOR FINISH b ° b ° b / b ° CLEAN COMPACTED \ TERMITE TREATED v SOIL. 77 " o b 6 MIL.VAPOR TYPICAL WALL 1 1/2" = 1'-0" SEE FOUNDATION DETAIL. N-STUCCO 1 IM Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmall.com U O M N M >~w Q E ti w Cleo oa a� 7 ­Zr z Z Li 0) C: �U J 70 U 0 co ® _t U_ Imo- Q M CL LO N N N 0' O mC _ 4) W E o 5 f� W U a »: (�D/ Z o Q L LJL W ® CL o V L u 0 a Q .n a)VJ C O W 65 E U ry o�CU U m o > :3 2 a > w m U aM la w Project number ' Z:\projects\projects\2016.231 z Ciuperger\CIUPERGER VERSION 5.rvt u F- (_ Date 11/10/2016 Drawn by MM z Checked by MM z =rz� Scale As indicated FMp qpy L 1 LY_ T 4/4/2017 4:12:44 PM LVINDLOADCALC.com Nominal 223.9 .,»..,..,..aaur _..ewrnrvmwr.�,....,•^.- 5 `�`s"�4x^ !§�Vi"d „'... ?. F_i J �,: i �y E�zritrsett E >� �,, 70.0 7-10 .# P 113a9 *CSC . 74.7 Version 8.0 2013 IiL.610 20(3 � Building Permit Edition Wind Load Program AP#�i.4 ING I'0.i3 LOAD Fti�t, F i F1, 'b'.AT#0N4 WIND Atil£.4 At�.7TtMt71p9 N►4AXSA4i3�et 1' OA Approval Numbvr M. 2:t Fre5sure Per NO X f€rMj (feet) (fit) ( rt1 POSITIVE NEGATIVE PRAMSURE(psr) SURE(ps0 NdA NIA N_ N/A *N/A NNI A �k 4 4 o,O 8.0 48 24.8 27.2 B 4 4 3.0 6,0 1AZ 2&6 _28,0 E3t3 4 9.5 3.0 3.0 `' 27.6 -30.0 _ 4 4 3.0 6.0 I8 26.6 -28.9 CC 4 9.5 10 3,0 1 4 27.6 30.0 4 4, 1'.b C3 � 4 4 10.€1 8.0 _ 80 219 -26) 5 4 16.Q 8 0 12A 23.1 -27.8 4 6.1 6.0 37 253 42.3 il- 4 3.ii 8.4 ?+ 26.! -28.4 1 4 # 3,0 5,0 15 26.9, .29,2 p C K 4 4 3.0 15 26.9 -29.2 L 4 4 2.0 �5,0 3,0 6 27,6 -30.0 3 Im 4 4 3,0 5.0 15 26.9 -29.2 4 3.0 5.4 t5 26,9 -35.5 4 7.6 S.0 61 24A -30.5 4 9.0 _ -t1 72 24.1 -20,9 it 5 4 9.0 6.0 72 -24.1 -29,9 4 4 i2.0 8.0 96 23.6 -25.9 t 4 3.6 8.0 69 24_1 -30.1 L? 5 4 2.0 6.0 12 27.3 -36.3 V 4 4 2.0 60 12 273 -29.0 yI 4 4 ?. 3.0 9 2:.6 -30.0 5 - 4 '.f; 3.0 6 27:6 -37.0 Y 5 4 2.0 3.0 6 27.6 -3?.0 p 4 4 1.0 6.0 18 26.6 _28 9 d ZL 4 9.5 3.0 To 9 27.6 -30,0 Z _ x v,*lwv.wind�oadcak:.com 414/2017 Paget Mark I Type Mark I Count I Width Window Schedule TvDe Manufacturer Model I Finish 0�• B SH3060E 1 3' - 0" 6'- 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FLA7647 SYSTEMS SERIES IMPACT GLASS BB SH3030 1 3' - 0" T- 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS C SH3060E 1 3' - 0" 6'- 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS CC SH3030 1 3' - 0" 3' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS D SH2O30 1 2' - 0" 3' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS G SH3060E 1 3'- 0" 6' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS G SH3060E 1 3' - 0" 6' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS _ SERIES IMPACT GLASS J SH3050E 1 3' - 0" 5' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS K SH3050E 1 X - 0" 5' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FLA 7647 Win -Single Hung SYSTEMS SERIES IMPACT GLASS L SH2O30 1 2' - 0" 3'- 0" CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS M SH3050E 1 T- 0" 5' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FLA7647 SYSTEMS CUSTOM WINDOW SERIES IMPACT GLASS MULL 2-SH3061 1 1 3/8" 6'- 0" Win -Mull Bar 8100 VINYL 1 3/8" MULLION BAR FLA7647 SYSTEMS Series N SH3050E 1 T - 0" 5'- 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS P SLT2080 1 2'- 0" 8'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8170 VINYL DOUBLE INSULATED, FL-14850. SYSTEMS SERIES IMPACT GLASS 1 P SLT2080 1 2' - 0" 8'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8170 VINYL DOUBLE INSULATED, FL-14850. SYSTEMS SERIES IMPACT GLASS 1 T SLT2080 1 2' - 0" 8'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8170 VINYL DOUBLE INSULATED, FL-14850. _ SYSTEMS SERIES IMPACT GLASS 1 T SLT2080 1 2' - 0" 8' - 0" Win -Fixed; Muttons CUSTOM WINDOW 8170 VINYL DOUBLE INSULATED, FL-14850. SYSTEMS SERIES IMPACT GLASS 1 U SH2O60 1 2' - 0" 6' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS V SH2O60 1 2' - 0" 6'- 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS W PW3030 1 3' - 0" 3'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8150 VINYL DOUBLE INSULATED, FL-17387. SYSTEMS SERIES IMPACT GLASS 1 X PW2030 1 2' - 0" 3'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8150 VINYL DOUBLE INSULATED, FLA 7387. SYSTEMS SERIES IMPACT GLASS 1 Y PW2030 1 2' - 0" 3'- 0" Win -Fixed; Muttons CUSTOM WINDOW 8150 VINYL DOUBLE INSULATED, FL-17387. SYSTEMS SERIES IMPACT GLASS 1 Z SH3060E 1 3' - 0" 61 - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS SERIES IMPACT GLASS ZZ SH3030 1 3' - 0" 3' - 0" Win -Single Hung CUSTOM WINDOW 8100 VINYL DOUBLE INSULATED, FL-17647 SYSTEMS ISERIES IMPACT GLASS Grand total: 24 P Mark Door Size Door Schedule Finish Manufacturer Description -F-Door I Frame 1 Comments Rough Rough Height Width I NOA 1 60" x 96" THERMA-TRU 6 PANEL FIBERGLASS FIBERGLA SS DOUBLE OPENING 8' - 2" 5' - 2" FL-15037.2 2 36" x 96" THERMA-TRU 6 PANEL STEEL STEEL RIGHT HAND 8' - 1" 3' - 2" FL-14991.1 3 60" x 96" CW Custom Window Systems Custom Window Systems W/ SIDELIGHT 8710 GLASS VINYL DOUBLE OPENING 8'- 2" 5' - 2" FL-14850.1 4 Nesting tri-panel door9 foot SGD GLASS VINYL SLIDING GLASS 7' - 11 1/2" _ 19' - 3 5/8" 10272.1-R 5 5 D-Sliding; 3 Panels Custom Window Systems SGD GLASS VINYL SLIDING GLASS 7' -11 1/2" 8' - 9 1/16" 10272.1-R I 5 6 Nesting four -panel door 2 Custom Window Systems SGD GLASS VINYL SLIDING GLASS _ 7' -11 1/2" 11'- 6 1/16" 10272.1-R 5 7 72" x 96 EXT. Custom Window Systems W/ SIDELIGHT 8710 GLASS VINYL DOUBLE OPENING 8'- 2" 6' - 2" FL-14850.1 , 8 30" x 96" LOWES 6 PANEL WOOD WOOD DOUBLE POCKET 8' - 1" 5' - 1" interior 9 3211 x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8'- 1" 2' - 10" interior 10 32" x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 81 -1" 2' -10" interior 11 4811 x 80" LOWES 6 PANEL WOOD WOOD RIGHT HAND 8' -1" 4'- 2" interior 12 32" x 96" LOWES 6 PANEL WOOD WOOD SINGLE POCKET 8' -1" 5' - 5" interior 13 32" x 96" LOWES 6 PANEL WOOD WOOD DOUBLE OPENING 8'- 1" 2' -10" interior 14 32" x 96" LOWES 6 PANEL WOOD WOOD RIGHT HAND 8' - 1" 2' - 1011 interior 15 32" x 96" LOWES 6 PANEL WOOD WOOD SINGLE POCKET 8' -1" 5' - 5" interior 16 36" x 96" THERMA-TRU 6 PANEL STEEL STEEL LEFT HAND / closure / 20 min 8'- 1" 3' - 2" FL-14991.1 17 32" x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8' -1" 2' -101, interior 18 32" x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8'- 1" 2' - loll interior 19 32" x 96"' LOWES 6 PANEL WOOD WOOD SINGLE POCKET 8' -1" 5' - 5" interior 20 3211 x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8' -1" 2' - 101, interior 21 32" x 96" LOWES 6 PANEL WOOD WOOD RIGHT HAND 8' -1" 2' -1011 interior 22 32" x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8' - 1" 2' - 10" interior 23 24" x 96" LOWES 6 PANEL WOOD WOOD LEFT HAND 8' - 1" 2' - 2" interior 24 10' x 8' OHD 2 DAB doors company Overhead Door METAL METAL SECTIONAL SECTIONAL 8'- 0" 10, - 0" 15-0304.01 MD 25 16' x 8' OHD 2 DAB doors company Overhead Door METAL METAL 8'- 0" 16' - 0" 15-0304.01 ✓b ✓a t6 /a No. Description _ Date 1 city comments 04/03/2017 SEAL Consultant Edward F. Shinskle Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterpdses.fl@gmall.com --1 O o � N _ to w�A i33v � ' L ® I (� J LL CD tf I � 1 C/� L0 (� C O r/ W U •t3 E `o W U CQ a d V Z v/ V W LU ® Q a j -0 Cr �W �V/�\j °ma) U U >�_ f° v °m o m > co o m U o m i o Project number _ Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by MM Checked by MM I Scale PY -J 4/4/2017 4:12:53 PM POOL SUB -PANEL --� LJ AT 9' A.F.F. ---- A r, --- EI �D r----------------------� r— --- ----7 i \ 01 / WP/GFI AFd - f''WP/GFIT------ -- _l X _ �/ (TWP/ -1 /,---�v AF..�3 - - — / v LL ti vvvv ---_ Q--------------------- / I 1 i---- m Q %\ ILL LL I � ----- \ \ \ WP/GFI -- -- - v ---- - -- c�-------- / Q AFJ� EL 10 — — — \ LL FLOOR OUTLET \ S� v p ��- DISH WASHER ''i / V Q I=9 � LL -GFI{'; � r � L---------A �I -_j v i � � � � I I \ I 60^ A F F I �' — AT 9' A.F.F. w I TEN FEET \\ \ \ \ \ DOUBLE OVEN �\ / ,IQD/co 1 Q \ LIL - PA F - L------------T J 0 LL z FI \ - _-- - - AF 6 A. F E-_ \ \ I LL rta Q--- \\\ Door V 0 �� — — — Chime - �S G AFC �!GFI LL I \ dLIL \ ---- o QLL I \ �. � � AF (RAF GFI Q L-------------J GFI // \PB PB (TAF ���;i v iZZ MAIN < PANEL / \ DISCONNECT // TANKLESS WATER HEATER METER IZ / TO POWER CO.FTI i \ ' I -- I I I ATTIC LIGHT & RECEPT. I � / I / /0 ------ -- -- 77 II I \ I I \ I 1 I i 1 I I / I I I i I I I I I / 1 First Floor Electrical 1/4" = 1'4" LIL ----If1 / PB I C7 Q \ \ I \� I I LL \ \ G�=1i s AF % ;1 \ �65 4PAF T IL Q I i `m I ALARM TANKLESS WATER HEATER M No. Description Date SEAL Consultant Address P.E. # E-mail C CU � _ J -0 1 ) +� J 4-0 U 0 0 n t n rO 1 = cM n � 70 m M c U o 12 L � LL W E `o -F w V a a)CD Z `° o o ��� N LL w W W 0 0 Q v �s m 6N Q0 W U E r-0 a U 2n CL — _ N co ,o m C U O rn 52m cA 4 Project number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by RW Checked by RW Scale 1/4" = 1'-0" s c ®?FILE—OPY L 3/10/2017 12:00:56 PM DISCONNECT SWITCH PANEL MAIN DISCONNECT SWITCH Q METER o/Co 1SMOKE DETECTOR TV/CABLE Q TELEPHONE I DUPLEX RECEPTACLE YPAF DUPLEX RECEPTACLE ARC FAULT �GF1 DUPLEX RECEPTACLE GFI WP'GF' DUPLEX RECEPTACLE GFI/1/VEATHERPROOF �R 50 amp/30 amp RECEPTACLE j SINGLE POLE SWITCH �3 3-WAY SWITCH BATH EXHAUST FAN DOWN LIGHT 0 FLUORESCENT LIGHT CEILING FAN W/LIGHT o CEILING MOUNTED LIGHT O PULL CHAIN LIGHT Q WALL MOUNTED LIGHT lip WALL / SOFFIT MOUNTED FLOOD LIGHT L.E.D. WALL / SOFFIT MOUNTED STRIP LIGHT u M MOTION SENSOR GARAGE DOOR OPENER Door DOOR BELL/CHIME Coo�o PB PUSH BUTTON ELECTRICAL LEGEND 1/4" = 1'-0" ELECTRICAL NOTES: 1. CONTRACTOR SHALL PROVIDE ANY REQUIRED LINE DIAGRAM DRAWINGS, LOAD CALCULATIONS, ETC. FOR PERMITS. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATION OF SERVICE FACILITIES. 3• THE ELECTRICAL CONTRACTOR SHALL CHECK WITH OTHER TRADES FOR THE LOCATION OF EQUIPMENT WHICH REQUIRES ANY HOOK-UP, DISCONNECT SWITCHES, ETC. PRIOR TO ANY START OF WORK. 4. LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS, 5. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE APPROVED LOCAL ELECTRICAL CODES AS AMENDED AND ADOPTED. A. INSTALLATION SHALL MEET REQUIREMENTS OF NATIONAL, STATE, MUNICIPAL CODES, RULES LAWS AND STANDARDS AS THEY MAY APPLY. A. (FBC) FLORIDA BUILDING CODE B. (NFPC) NATIONAL FIRE PROTECTION CODE C. (NEC) NATIONAL ELECTRICAL CODE D. (SEC) STATE ENERGY CODE E. (OSHA) OCCUPATIONAL SAFETY & HEALTH ACT F. (LSC) LIFE SAFETY CODE - NFPA-101 G. (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE B. FOLLOWING STANDARDS OF ASSOCIATIONS, ORGANIZATIONS, APPLIED WHERE APPLICABLE. A. (UL) UNDERWRITERS LABORATORIES B. (IEEE) INSTITUTE OF ELECTRICAL 7 ELECTRONIC ENGINEERS C. (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION D. (NFPA) NATIONAL FIRE PROTECTION ASSOCIATION E. (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS 8 ELECTRICAL NOTES J 12" = 1'-0" METER/MAIN 101 TO POWER PROVIDER BY POWER PROVIDER 8' GALV. GROUND ROD. Residential Standard Calculation Version 2011 L STEP 1 Article 220.42 & 220.52 LS TT _7 5326 General Lighting load 15,978 VA cI 2 Small Appliance 3,000 VA 1 Laundry circuit 1,500 VA Ge;tr.Lgt, Sm App.& Laun. Load 20,478 VA 3,000 VA 100%= 3,000 VA 17,478 VA @ 35%= 6,117 VA CIUPERGER RESIDENCE Nexgen Framing Systems 445 Stan Drive. Suite 1 Melbourne, Florida, 32904 Telephone & Fax 3ID2017 1143 VA @ 25% = VA STEP 2 Article 220.50 & 220.51 ® General Lighting Demand Load 9,117 VAn AIC Condenser & Fixed Electric Space Heating QTY Total 2 On 5,000 VA AHU 1 I U KVV 11,600 VA Z Heating Load 23,200 VA. VA AHU 2 select VA Qty CU Load 13,200 VA Aft- 4d VA AHU 3 �)eiect VA LZty A/L ff4 VA AHU 4 �)eiect VA Qty Greater of Heat @ 100% vs.A/C @ 100% 23,200 VA A/L'F5 VA AHU 5 Jelect VA ury STEP 3 Article 220.53 Appliance Demand Load 4,72393 VA Z6,6UU VA 2 Water Heater 57,600 VA I,0UU VA 1 Refrigerator 1,600 VA Dryer Demand Load 5,000 VA buU VA 0 Freezer VA 1,4UU VA 1 Dishwasher 1,400 VA Range Demand Load 8,000 VA byu VA 1 Disposal 690 VA 4UU VA 1 R / Hood 400 VA Service Demand 92,710 VA I,SUU VA 1 Microwave 1,500 VA ❑ 4,UUu VA 0 Microwave VA Demand Load 386 A I iu VA 0 Mini Refrig VA n 4UU VA 0 Wine Clr VA Neutral Demand 93 A ❑ S,Uuu VA 0 Insta Hot VA I,oUU VA 0 Ironing Center VA Min.Service Req. 400 A s, x select Jacuzzi Tub VA select Sprinkler Pump VA Min. Feeder size 400 ❑ select Well Pump VA 3 select Fountain Pump VA 3 seiecQ Elevator VA ❑ Pool Equip. Panel VA 100%Demand ❑ GATES VA No Demand U Other load VA No Demand Total Appliance Load 63,190 VA 4 or more demand @ 75% plus 100% demand loads 4 7,393 VA STEP 4 Article 220.54 Electric Clothes Dryers 5,000 VA STEP 5 Article 220.55 Electric Ranges i 2,000 W Col C demand 8000 or Number of appliances Cooktop Col B demand ❑ Check Box for Gas Rai Cooktop Col B demand Oven(s) Col B demand Oven(s) Col B demand Number of appliances 0 Dem Fa"— Cooktop & Oven Demand load W imp1'ds c mcast.n�k 400A ENCLOSED BREAKER 120/240V, 1 PH, 3W, 3R OR COMBINATION DEVICE. 300A MLO CIRCUIT BREAKER PANEL W/BREAKER SPACE AND SUB -PANEL AS NEEDED, 120/240V, 1PH, 3W. #4 CU. WITH A BONDING TERMINAL FOR LOW VOLTAGE UTILITIES. UG METAL WATER PIPE IF APPLICABLE, CONNECTION TO BUILDING FOOTER 250 COPPER SERVICE STEEL IF AVAILABLE, INSTALLED # 3 NEUTRAL PER #4 GROUND FBC-R E3608.1.2 NOTE: FOR BACK TO BACK METERIPANEL, THE 300 AMP ENCLOSED BREAKER MAY BE DELETED IF A 300 AMP MB PANEL IS USED. (WHERE APPLICABLE) TYPICAL RISER DETAIL i� RISER DETAIL �J 12" = 1'-0" Pool Panel Feeder Calculation (sae Ivots) Continuous Motors 0 ...... Non -continuous 0 ...... Spa heater11 kVA ..... Pool heater 3.5 ton Pool heater ...... Pool Light select 0 Blower select 0 11 oth. hed 0 ❑ n.Copper Pool Feeder AWG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A A Minimum Panel Rating A Phase Amperes Neut. load Continuous Non -continuous select ❑ seiect ❑ _ seiect ❑ o4 select seiect ❑ select ❑ c select seiect ❑ select ❑ select ❑ �` 0.0 Motor Neutral Load Max.Unbalanced Neutral Load SEISCO MODEL RA-28-4 WIRING SHOWN WITHOUT FACTORY JUMPERS. ' INSTA-HOT WATER HEATER REQUIRES (2) 2-POLE 60 CIRCUIT BREAKERS WITH FACTORY JUMPERS INSTALLED OR (4) 2-POLE 30 AMP BREAKERS WITH JUMPERS REMOVED. WATER HEATER ELECTRICAL SPECIFICATIONS MODEL VOLTAGE K.W. AMPS WIRE SIZE BREAKER QUANTITY SEISCO RA-28.4 240 28.0 116.7 6 60 2 2-POLE WITH JUMPER SEISCO RA-28.4 240 28.0 116.7 10 30 4 2-POLE W/OUTJUMPER 12" = 1 HEATER WIRING No, Description Date SEAL Consultant Address P.E. # E-mail E o (.C) J U) J U) O LL O 'C t~ U') a � comic LL W • (� E (D O U a--' a rwn V Z (D> Q o -0O C W _ CL o o � Q a) > W 0 Q 70� CT (1) '^^ U • _ c a�co a) a � W W j V s W E, a) 0' _ U o= 202 W CL W N <o ,o m U M ` �v a rn M CIL U) 0 Project number Z: \projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by MM Checked by MM Scale r I L InEn d 3/10/2017 12:01:00 PM NOTE; THE HVAC CONTRACTOR SHALL ENSURE THAT ALL WORK IS DONE IN ACCORDANCE WITH ALL CURRENT FEDERAL, STATE AND LOCAL CODES. THIS DRAWING IS A GENERAL REPRESENTATION OF AN ASSUMED LAY -OUT. THE HAVC CONTRACTOR IS RESPONSIBLE FOR PORPER EQUIPMENT SIZING, SUPPLY AIR QUANTITIES, RETURN AIR QUANTITIES AND/OR MAKE-UP AIR REQUIREMENTS. GENERAL MECHANICAL NOTES 1. PROVIDE & INSTALL A FORCED AIR SYSTEM INCLUDING, BUT NOT LIMITED TO AIR HANDLING UNIT, A.C.C.U., DUCTWORK AND AIR OUTLETS AS SHOWN ON THE DRAWING AND AS SPECIFIED. 2. MECHANICAL EQUIPMENT AND FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED. 3. PROVIDE EXPERIENCED, WELL TRAINED WORKERS COMPETENT TO THE WORK AS SPECIFIED. 4. PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER. 5. ALL WORK SHALL COMPLY WITH MANUFACTURERS SPECIFICATIONS. 6. MECHANICAL CONTRACTOR SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE AND WARRANTY INFORMATION. 7. DELIVER. STORE AND TRANSPORT MATERIALS TO AVOID DAMAGE TO THE PRODUCT. REJECT ANY DAMAGED PRODUCTS DELIVERED TO THE JOB SITE. 8. VERIFY LAYOUT AND C.F.M. REQUIREMENTS ON DRAWINGS AND NOTIFY DESIGNER OF DISCREPANCIES. 9. EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK. 10. MAINTAIN AND USE UP-TO-DATE TRADE STANDARDS AND MANUFACTURES INSTRUCTIONS. 11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 12. DUCTWORK SHALL BE R-6 MINIMUM (3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER) IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS. 13. FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR KINKS. 14. REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE ACR TYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN 5% SILVER. INSULATION NOT LESS Tg'A"WRMAFLEX" TYPE. LIQUID AND SUCTION LINES TO BE SIZED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 15. PROVIDE TURNING VANES FOR PROPER AIR BALANCING. 16. PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS. 17. DRYER VENT SHALL BE MINIMUM .25 GAUGE METAL PIPE WITH SMOOTH INTERIOR SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AND UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSION. MAXIMUM LENGTH SHALL NOT EXCEED 25' FROM DRYER LOCATION TO WALL, ROOF CAP OR ENGINEERED EXHAUST SYSTEM, 18. BALANCED AIR RETURN -RETURN AIR SHALL BE 1 z TIMES THE CROSS SECTIONAL AREA (SQ. INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM IT'S SERVING & THE DOOR HAVING UNRESTRICTED 1" UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED. 19. SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQUARE INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED 1" DOOR UNDERCUT. 20. DUCTS SHALL NOT BE INSTALLED WITHIN 6" OF THE GROUND. 21. DRYER VENT MINIMUM 4" GALVANIZED METAL DUCT TO BE LISTED AND UL LABEL AND CONSTRUCTED AS PER FMC 504.6 AND VENTED TO THE EXTERIOR WITH BACK DRAFT DAMPER AS 504.4 & 5. 22. AC SHALL BE IN COMPLIANCE WITH FBC RESIDENTIAL 5th (2014) EDITION. 23, AHU UNITS SHALL HAVE A DRAIN PAN WITH OVERFLOW SHUT-OFF SWITCH. GENERAL MECHANICAL N 12" = 1'-0" n First Floor Mechanical Plan '- 1 /4" = 1'-0" I EQUIPMENT LIST RHEEM RA1624AJlNBRHC RH1T2417STANJAUSA 7940891 13.0 EER, 16 SEER RHEEM RA1618AJ1NB RH1T2417STANJAUSA 7940565 13.0 EER, 16 SEER 80 CFM THRU SOFFIT W14" FLEX TYPICAL No. Description Date SEAL Consultant Address P.E. # E-mail U W � x Z 3 L I � J U) LL O V— O CM L r I (6 C o C" m m M W �a Ea)o WU CL d UZ? ° ° `o_ W U � Qua W 0Q • ^ L.L co _ LI) "O ` m v E — W v �m0 Q C) >�_ C oU2 G OL c `� Mo o> a � Q w U 2 U) 0 Project number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by RW Checked by RW Scale As indicated COPY 3/10/2017 12:01:09 PM �I I T SINK PROVIDE BACKFLOW PREVENTER (TYP.) HB CW HW LAV owl L -H W.C.O. �t�✓/,�a''' III r TANKLESS WATER HEATER ( I �I l I I HW HW �— CW CW HB SHUT-OFF VALVE CW I TO CW a n First Floor Plumbing Plan U 1 /4" = 1'-0" TANKLESS WATER HEATER i I — III _ HB 3" TWC CW CW CW HW I I i LAV CW TUB HW LAV HW 2" 2 ECO TO S.S, w 11 m No. Description Date SEAL Consultant Address P.E. # E-mail M i � M 73 � 3 Sa 2 3 4 I L U)JC/) LL 0 O M C J LO N C — m r O prf W U 'O L E Q w C) c� ^ _ Q w 4) (�D/ Z, LL O 0 I 0 � � BS W .20 U L.L. W Q Q 2 CT _n a) CU aaa) E W C 9 U >0_ 2Us CL M.0 co N w C U !Z rn''i UQ-m _ to N 0 Project number Z:\projectskprojects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by RW Checked by RW Scale I 3/10/2017 12:01:15 PM 3" VTR TOTAL FIXTURE FLOW DEMAND CALCULATIONS ITEM OTY OF FIXTURES LOAD VALVE TOTAL VALVE WATER CLOSET 4 2.1 8.4 SHOWER / BATHTUB 4 1.4 5.6 LAVATORY 5 0.7 3.5 WASHING MACHINE 1 1.4 1.4 KITCHEN SINK 1 1.4 1.4 LAUNDRY SINK - 1.4 TOTAL 20.3 P-FIXT-FLOW 1 12„ _ 1,-b„ -- G C LEGEND UNDERGROUND PIPE BY OTHERS UNDERGROUND PIPE BY CONTRACTOR DOMESTIC WATER PIPE DOMESTIC HOT WATER RECIRCULATED HOT WATER SANITARY VENT SEWER DRAIN PIPE GAS PIPING AIR CONDITIONING CONDENSATE DRAIN ROOF DRAIN PIPE VALVE ABBREVIATION CD CONDENSATEDRAIN CW COLD WATER DD DECK DRAIN DN DOWN ECO EXTERNAL CLEAN OUT FL FLOOR FLD FLOOR DRAIN GWH GAS WATER HEATER HB HOSE BIB HW HOT WATER OFD OVER FLOW (SECONDARY) DRAIN RD ROOF DRAIN RHW RECIRCULATED HOT WATER SS SANITARY SEWER VTR VENT THRU ROOF 2 P-LEGEND & ABBREV 12 1 0 z c z o� No. Description Date SEAL Consultant Address P.E. # E-mail ,o 0 M pp - L CO _ j - J r L C CU O C 07 E LD d yy IJ_ W ffi E N p CL 0 o L a s /D / LL W CL Q CL 0 c N ^W LL or E W E v 2c CD ._ U Q� oV� m.2 m c 2 52 :3 L fA Project number Z:\projects\projectM2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by MM Checked by MM Scale As indicated w. . 3/10/2017 12:01:27 PM I LL No. Description Date 1 city comments 04/03/2017 it SEAL Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmall.com HT, 1:.t coo U) 0 U) 0 CD V_ LL 0 CY) L0 CU CU C 0 CM G at LL Lij 03 E o 5 i W L) .-C CL >' ca > 2 0.0 C Ui 0 Do- U C) i < Cr LJL ICU �C: a) a) a) C: Cr TD E W 0 (U .0 = 0() M U. R M 0 0 2 -0 CL (U 0) M CL 2 m Project number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11/10/2016 Drawn by RW Chocked by RW Scale ---------- - - - 1/4" = 11-01, u. WUM _7x_� STUCCO 1/7 DW 4.5" STEEL INSULATED WALL PANEL: - 3.5" MIN: 20 GA. CFS FRAME STUDS MAX. 24" O.C. -1" 3 LBS EPS SHEATHING WI MIN. 1" STUCCO FINISH CLOSED CELL SPRAY FOAM IN CAVITY 2.5" OPEN CELL FOAM IN CAVITY. MIN. 112" X 8" WEDGE ANCHOR W1 SIMPSON BP 1/2" X 2" WASHER, MIN. 7" EMBEDMENT PLACED @ 32" 77O.CRR.��MAAppX��ANNDN WITHIN' 12" OF CORNERS & TRACK 0.001, 4'R'SLAB W/ 6" X FINISHED SLAB 6" WWM OR FIBER. - -- O 4 'all ��XYY/Wt FOR BARRIER. CLEAN COMPACTED _ (2) #5 REBAR CONT. ON 3" TERMITE WIRE TREATED SOIL. CHAIRS @ 6.0" O.C. 2500 PSI CONCRETE. T_Y@..FO JfN DATTON D1 3/411 = 1'-01, 4" CONCRETE SLAB W/6" X 6" 1011 O WWM. 7FI LOWI 4.5" STEEL INSULATED WALL PANEL: - 3.5" MIN. 20 GA. CFS FRAME STUDS MAX. 24" O.C. 3 LBS EPS SHEATHING WI MIN.1" CLOSED CELL SPRAY FOAM IN CAVITY 2.5" OPEN CELL FOAM IN CAVITY. MIN. 1/2" X 8" WEDGE ANCHOR W/ SIMPSON BP 1 /2" X 2" WASHER, MIN. 7" EMBEDMENT PLACED @ 32" O.C. MAX AND WITHIN 12" OF CORNERS & TRACK TERMINATION 4" CONCRETE SLAB W16" X 6" 10/10 WWM OR FIBER. n • - n -- 4 < - 6MIL.VAPOR BARRIER, 16" N (2) #5 REBAR CONT. ON 3" WIRE CHAIRS @ 6'-0" - D.C. 2500 PSI CONCRETE. D2 3/41, J ... _ CLEAN COMPACTED TERMITETREATED ISOIL. PORCHES BSTEPDOWN @ 0.001, COLUMN BEHIND FINISHED SLAB Y CONCRETE SLAB W/ 6 X 6" 10110. _..Q- WWM OR FIBERMESH. 20" JA6,011 FF y� 16f1 6 .VAPOR BARRIER CLEAN COMPACTED TERMITE TREATED SOIL 1611 (2) #5 REBAR CONT. ON 3" WIRE CHAIRS @ 6.0" O.C. 2500 PSI CONCRETE. TYP. PORCH FOUNDATION 3/4" = 1 NUCON PREFAB 3.5" 22 GA. CFS WALL PANEL, NON -BEARING WALL, ATTACH W/ AEROSMITH NUCON PREFAB 3.5" 20 GA. MIN. CFS 314 WALL PANEL BEARING WALL. PINS OR SIMILAR TO FOUNDATION. MIN. 1/2" X 8" WEDGE ANCHOR W/ SIMPSON BP112" 2" X 2" WASHER MIN. 7" EMBEDMENT, PLACE @ 32" O.C. FINISHED SLAB MAX AND WITHIN 12" OF CORNERS & TRACK - TERMINATION. 20111 D4 _ 3/4" = 1'-0.1 \-(2) #5 REBAR CONT. ON 3" 6 MIL.VAPOR BARRIER WIRE CLEAN COMPACTED 1'6'� CHAIRS @6-0"O.C.2500PSI TERMITETREATED CONCRETE. SOIL. INDATION 6 PORCH COLUMN 4.5" STEEL INSULATED WALL PANEL: - 3.5" MIN. 20 GA. CFS FRAME STUDS MAX. 24" O.C. - 1" 3 LBS. EPS SHEATHING W/ MIN. 1" CLOSED CELL SPRAY FOAM IN CAVITY 2.5" OPEN CELL FOAM IN CAVITY. 43' STEEL INSULATED WALL PANEL: - 3.5" MIN. 20 GA. CFS FRAME STUDS MAX. 24" O.C. -1" 3 LBS, EPS SHEATHING W/ MIN, V CLOSED CELL SPRAY FOAM IN CAVITY 2.5" OPEN CELL FOAM IN CAVITY. 112" DW 1/2" DW MIN. 112" X 8" WEDGE ANCHOR WI SIMPSON BP112" 2" X 2" WASHER MIN. 7" EMBEDMENT, PLACE @ 32" O.C. MAX 5" CONCRETE SLAB WI 6" AND WITHIN 12" OF CORNERS & TRACK TERMINATION. X 6" 10110 WWM. 4" CONCRETE SLAB W/ 6" X 6" 10/10 WWM OR FIBERMESH. IF VARIES MIN 3" MAX 3 12" 511 - j -� 2011 6 MIL. VAPOR BARRIER. (2) #5 REBAR CONT. ON T WIRE CHAIRS @ 6'-0' O.C. 2500 PSI CONCRETE, 3/41' = 1'-011 1611 CLEAN COMPACTED TERMITE TREATED SOIL. 1/2" DW MIN. 1/2" X 8" WEDGE ANCHOR W/ SIMPSON BP1/2" 2" X 2" WASHER, MIN. 7" -" (1) #5 REBAR CONT. ON T WIRE EMBEDMENT, PLACE @ 32" O.C. MAX CHAIRS @6'-0"O.C.2500PSI 0.001, AND WITHIN 12" OF CORNERS & CONCRETE. FINISHED SLAB TRACK TERMINATION: TE SLAB W/ 6" X 6" 10/10 WWM OR FIBERMESH. SHOWER DRAIN v SLOPE TOWARDS DRAIN -6.00" - aries 11 If 11 . 20° V . \-(2)#15REBAR CONT. ON 3" 6 MIL.VAPOR BARRIER 1211 1211 n WIRE CHAIRS @ 6'-0" O.C. CLEAN COMPACTED 16 2500 PSI CONCRETE. TERMITETREATED CLEAN COMPACTED TERMITE TREATED SOIL. 6 MIL. VAPOR BARRIER. SOIL FOUNDATION @GARAGE CURB THICKENED EDGE @ SHOWE RECESS 35 D8 8 3/4" = 1'-01, 3/4" = 1'-0" 18 GA. PREFAB PANEL STUDS 24" O.C. MAX. 112" DW 112" DW MIN. 1/2" X 8" WEDGE ANCHO ]SIMPSON IF BP112" 2" X 2" WASHER MIN. 7" SEDMENT, 1X6 RECESS@ GARAGE DOOR PLACE @ 32" O.C. MAXAND WI 12" OF CURB VARIES MAX. 3112" CORNERS & TRACK TERMINI ION. FINISHED SLAB 0.001, 4" CONCRETE SLAB W16" X 6" 5" CONCRETE SLAB W/6" X 6" 10/10 WWM OR FIBERMESH. FINISHED SLAB 10110 6.00" 112" SLOPE OWARDS GARAGE DOOR 51 �' 1611 10 oz. (. 20" / 1511 U APOR BAR ER. RESISTE FIBERGI 6 MIL.VAPOR BARRIER (2) #5 REBAR CONT. ON 3" CLEAN COMPACTED CLEAN COMPACTED (2) #5 REBAR CONT, 0 WEDGE II WIRE TERMITE TREATED WIRE BOLT S 16 CHAIRS @ 6'-0" O.C. 2500 PSI TERMITETREATED SOIL. 16 CHAIRS @ 6'.0" O,C, 500 , CONCRETE SPEC SOIL. CONCRETE. SIZE S S FOUNDATION GARAGE CURB 5 DOOR INTERIOR BEARING 2CONTI BEADS( D/ 11 = 1'-01, 3/411= 1'-01, FOUNDATION NOTES: 1. CONCRETE DESIGN IN ACCORDANCE WITH FBC-12 402.2 FOR REINFORCED CONCRETE (A.C.I. 318). 2. ALL CONCRETE WORK IN ACCORDANCE WITH "HOT WEATHER CONCRETING" A.C.I. 305R-89. 3. CONCRETE FOOTINGS IN ACCORDANCE WITH FBC-R-403 OR ACI 332. 4. CONCRETE TO BE PLACED WITH A SLUMP NOT EXCEED 4". 5. ALL CONCRETE TO BE 2500 P.S.I MIN. AT 28 DAYS. 6. SLAB STEEL REINFORCING SHALL BE #50 GRADE 60 REBAR WITH ALL LAP STEEL @ 40 BAR DIAMETERS, PER FBC-R 404.1.2.3.7.1. 7. BEARING WALL ANCORAGE SHALL BE 1/2" X 8" WEDGE ANCHOR WITH SIMPSON BP 1/2" X 2" WASER 7" MIN. EMBEDMENT. PLACED @ 48" O.C., AND WITHIN 12" OF CORNER & TRACK TERMINATIONS. 8. CONTRACTOR SHALL VERIFY SIZE & LOCATION OF OPENINGS WITH ARCHITECTURAL PLANS & WINDOW AND DOOR SUPPLIERS SPECIFICATIONS. 9. CONTRACTOR TO VERIFY ALL CHANGES IN SLAB ELEVATIONS. TION NOTES ONE NEXGEN TYPE 1 PATENTED WALL SYSTEM 3.5" - R22 - IMPERMEABLE PERFORMANCE TEST REPORT: C4826.01-450-18 11 WALL ISO STUCCO 1 -1-0 11 111Z- LIUH I GUAGE S 1 ELLS I UU, 390 GALVANIZED, 20 GA. 2.0" OPEN CELL SPRAY FOAM INSULATION 1.5" CLOSED CELL SPRAY FOAM INSULATION 1" HI DENSITY (3LB) EPS SHEATHING FIBERGLASS REINFORCED STUCCO (TYP) PER ARCHITECTURAL SPECS. TE SLAB FOUNDATION (TYP) PER iR SPECIFICATIONS No Description Date 1 city comments 04/03/2017 L� i 11 SEAL Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmail.com E� M C/Z J) M U J c O O Ln o � ' to c m C C W -M E N O LL W U N CL d A V Z Q > O O. s W C: Q O Cn 0 O a a=.0 a)Ca) /W LL -- C N U m ^` ^, W W U (6 rC6 oV cc L O r L C LL cp O Ep w aci = 2 p CL U Qm U) o Project number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by Author Checked by Checker 's Scale As indicated e IIII 4/4/2017 4:13:31 PM Al r SIMPSON CLIP S/H1A ro,_ FASTENERS TRUSS ALLOWABLE UPLIFT LOADS MODEL THICKNESS PLATE / WALL STUD THICKNESS MIL (GA) T P NO, TRUSS TRACK S D MIL (GA) 33 MIL (20 GA) 43 MIL (16 GA) 54 MIL (16 GA) 470 470 470 4410 3410 1410 27 (22GA) 4410 3410 1-410 33 (20GA) 510 550 690 S/H1A 4410 3410 1410 43 (18GA) 510 550 690 4410 3410 1410 54 (16GA) 520 675 850 '�12' '-0 SH1A 2" -1 �-�' TABLE 1 GARAGE DOOR LOADS WIDTH (FT) HEIGHT (FT) 10 8 +361-44 PSF 16 8 +36/ 44 PSF j Garage Door Loads Y 1'2„ = 11_01, CONNECTION ALLOWABLE SHEAR CAPACITY (POUNDS) MINIMUM MATERIAL NUMBER OF ALLOWABLE UPLIFT THICKNESS SCREWS (POUNDS) (MILS) 27 8410 1 151.2 33 8410 2040 43 8410 3032 CONNECTION ALLOWABLE SHEAR CAPACITY BASED ON MINIMUM THICKNESS OF THE CLIP AND TRUSS WEB MATERIAL. $�e ZS 5:�7 vqn CONNECTION ALLOWABLE UPLIFT CAPACITY (POUNDS) MINIMUM ALLOWABLE UPLIFT (POUNDS) MATERIAL CLIP THICKNESS' CLIP 1 SIDE CLIP 2 SIDES (MILS) 27 495 990 33 605 1210 LNTC-6 43 790 1580 CONNECTION ALLOWABLE UPLIFT CAPACITY USING (5) #10 X 3/4" SCREWS IN PULLOUT BASED ON WALL TOP PLATE THICKNESS AND MATERIAL YI5LD OF 50 KSI. n CONN SHEAR CAP � CONN UPLIFT CAP 1'2" = 1'-O" u 12" = 1'-O" U 3/16" = 1'-0" L No. Description Date 1 city comments 04/03/2017 SEAL Consultant Edward F. Shinskie Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmaii.com T � � E M w o a� aril 3 31 Z �I i .0 J U) ® _t LL /� ♦') r�i m C E mCo _ d WW Ea>o' W U c >' U Z `° O _CL R' i c o- w 0 Q CD 0 T C _ �v� W �/ U �'NE �C U 0__ as U Q c U' m o 0 2 O'> _� mCc II cn I _Protect number Z:\projects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt Date 11110/2016 Drawn by Author Checked by Checker Scale As indicated III I le0001— �(::, L -� - - --- --........III' 4/4/2017 4:13:37 PM J 4-NTC6 2-NTC6 ---\ NTC6 —� No. Description Date 2 NTC6 4 NTC6 — 2 NTC6 2-n 2- 2-1 -1 1 �I�1N�11�1�1�1�1�1�I�I�I�I�I�IWEI I�I�I�I���I1�1�1�1�1�1�4��1�1��i1��!!�� 1 1 �����®7 I�h �. ICI ' I�I�I ,_ '■I■I�i�l�l■I■� 91. 861-85/8"- 87-81 i � I■I■I■I■I■I■i■I !' lI III ��!, .. ffl�_,I�� ���!!! �i III pl� / I /I ,i !�I I � / it III I■I �I�i�. --:-�- �.I:.. I/! �I,I/I/!�I I �,�, I 11■��I, �•� � II !�/I/I ,L.��� rL�•I!:='!!�,�!►:!II_7II� /I I/ /I yl !� I'', 72- :: I . II I/! III 1 __III■�■� �i�l�l, �,�- milli ; i / / il� / �I/i ��/ i �/ /I/ I I II / ���■ 1-9 Iff J , lo w u.i 1- .. .. .. 'I��If .. JGI S •. • I ll; �!' i� I,'1//�I/!/ I .. .. .. .. .. ... III_-_., �� ,��ji/�l I�!II ■11� —37--glff �I�Sr .1. 511 5181— 1/i ,� �� NINE SIN■,_' ,I ���■■■I��,_ I� I I i III, -- - _ 1 INN I��I �11� 7.910 �I�■ 11.: II I 'I'I//�/'�■�I�I�/_i%���■►ram!///�■ � � I - i� T� �� n..,a•..xusr�.;..roscnvsxw-r�•I• , I' �„'=■�I, ■ly/.1� ,,,■ limp I�/.��I%il//I� �I� 1'�!■°III :- ��I ��� IIIICI—I��r—n��.� i■I�������II'pt 1 �_II��I�I��������,_ winlviii rill /vinvinly� iii�ro�'i�il�=� ��I�I■�II�IC71�— lllx� �P01 ��I�►�I� ,I■� a CNN NTC6: �IIWi Will -1:1II �/ .2. wr-� •1II�,�- •5. 9b 1 IN �I■� �� C_ 1 �irrl�.e— 1 �I�I�i�A �■ ■� NTC• - • .. - .• .. .a .. .. NTC6 truss layout 1 1/8" = 11_011 L NTC6 BASE TRUSS LAYOUT SCALE: 3118" = 1'A" — (3)NTC6 (3)NTC6 truss layout 2 1 /8" = V-011 I Z li w F SEAL _ Consultant Edward F. Shinskie�� Address 4707 Wild Turkey P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmail.com a) c -0 0 C) J c LO J m � C +� O � � N W -�' -a E (1) o W U o o�r� z 5% 1 Q Y Y L ry W CU J CL V/ W 0 Q _0 (%) U)13- a E W U a) a� — C) >�_ 0Ur a-tp a0- � ,o ro U i Q. m U o 0 to � Project number w x C:\Users\User\Dropbox\CIUPERGER o VERSION 5.rvt z 0 Date 11/10/2016 0 Drawn by Author Checked by Checker 1 /8" O (l Ip yl. II �Idt' n `7 � � 'M1111(11'(' �IIb11Y III 41 z 3/16/2017 2:13:32 PM COMP. DOOR SURROUNUWI #10 X 2" O.C. MAX. THROUGH FOAM TO STUD. COMP. SIDING WI #10 X 24" O.C. MAX. THROUGH. FOAM TO STUD. — MIN.1"31bs EPS RIGID FOAM MIN.15lbs FIBREMESH EMBEDDED MIN. 1"21bs PU-SPRAY FOAM MIN, 2.5" .5lbs PU-SPRAY FOAM 114" SHIM MAX. SPRAY FOAM VOID. PROVIDE (6) 110 X 2" TEK SCREWS PER JAMB, EVEN SPACING 6" MAX. FROM SILL & HEADER ON HINGE SIDE THROUGH HINGE. EXT.DOOR. J 1/2 DW MIN. 20GA. STUDS @ 24" OACINGFJ MAX. @ OPENING DBL. STUD SP O.C. MAX. EXTERIOR DOOR ATTACHMENT DETAIL N.T. 1 EXT. DOOR DETAIL 1/4"SHIM MAX. SPRAY FOAM VOID, 2" DW PROVIDE (3) #10 X 2" TEK SCREWS PER JAMB ON HINGE SIDE THROUGH HINGE. i INTERIOR DOOR MIN, 24 GA. STUD @ J 24" O.C. MAX. J INTERIOR DOOR DETAIL N.T.S. kNT. DOOR DETAIL 9 3li 1'-0" COMP. WINDOW SURROUND W/ COMP.SIDINGWI#10X2„ #10X2"@12"O.C.MAX. SCREWS @24"O.C. MAX. THROUGH FOAM TO STUD. _ THROUGH FOAM TO STUD. 1 1 ` a ��ma�••�s o%���i�•�i�ioi�•i'r0 IN. 2.5" .5 LBS PU-SPRAYF A WINDOW FLANGE MOUNTED, \-1/8 SHIM MAX. SPRAY FOAMVOID. 112" DW WOOD SILL MIN, 20 GA. STUDS@ 24" O.C. MAX. @ OPENING DOUBLE STUD SPACING 5" O C. MAX. WINDOW ATTACHMENT DETAIL N.T.S. WINDOW DETAIL 3" = 1'-0 (6) 3" x1'••I4" SELF -DRILLING SCREWS 0 0 0 0 0 0 2x6PT p p O 0 0 O O 2x6PT ° ° (9) 7014" SELF -DRILLING SCREWS 0 0 (14) Yx114" SELF -DRILLING SCREWS 2x6PT 2x6PT m (14) Yx114' SELF -DRILLING SCREWS 0 TYPICAL ATTACH. TO STEEL FRAMED HOUSE ° p GARAGE DOOR BUCK DETAIL n Garage Door Buck 4.5" STEEL INSULATED WALL PANEL 1/2" DW MIN. 1/2" X 8" WEDGE ANCHOR W/ SIMPSON BP12" X 2" WASHER, MIN. 7" EMBEDMENT, PLACED @ 32" MAX O.C.AND WITHIN 12" OF CORNERS & TRACK TERMINATION. TYP. WALL TO FOUNDATION TYP WALL TO FOUNDATION 2 3/4" = 1'-0" METALTRUSS SPRAY -FOAM INSULATION ROOFING MATERIAL WATERPROOFING MEMBRANE DRIP EDGE FASCIA SOFFIT TYPICAL SOFFIT DEMW TAIL �3LTYP SOFFIT DETAIL 1 1/2" = 1'-O" CLIP D: SPLICE COVER 20 GA, MIN. 3.5" WIDE 8" LONG C-CHANNEL WI (2) #10 X 3/4" SELF TAPPING SCREWS INTO EA, BEAM EA. SIDE (TOTAL 8 SCREWS) TYP. CLIP A: 20 GA MIN. 6" X 6" WIDE FLAT STOCK WI (6) # 10 E X 3/4" SELF TAPPING PAN HEAD SCREWS INTO BEAMS & (6) #10 X 3/4"SELF TAPPING PAN HEAD SCREWS INTO POST STUDS (TOTAL OF 12 SCREWS) ° (1) 2193HP 3/4" AEROSMITH PIN TRACK TO CONCRETE OR TAPCON 1/4" X 31/4". 3/4" = 1 9'-1" HEIGHT OF TRUSS BEARING -- - — - — - — -- NON VENTED HARDI SOFFIT +l 0.00" FF TYP HOUSE SECTION1 3" 3HT @ EA. POST TYP ROOFING MATERIAL, METAL OR SHIN 5/8" CDX PLYWOOD PEEL & STICK UNDERLAYMENT --- DRIP EDGE - 2X6 PT. FASCIA BOARD W/ALUMINUM WRAP. HARDI BOARD NON -VENTED SOFFIT WEATHER PROOFING W/ ADHESIVE T @ WINDOW PERIMETER. FIN. WINDOW IMPACT LOW-E. STUCCO BAND --- (OPTIONAL) STUCCO BAND FINISH —--- SPRAY FOAM INSULATION OPEN CELL R=30 NUCON METAL TRUSS SYSTEM 5/8" DRYWALL SIMPSON &/OR NUCON TRUSS CLIP 1/2" DRYWALL CAULKING & SPRAY FOAM GAP (TYP.) @ WINDOW PERIMETER 1/2" DRYWALL WOOD WINDOW SILL WITH TRIM 4.5" STEEL INSULATED PANEL MIN, R=20 1/2" DRYWALL BASEBOARD WALLANCHOR FLOOR FINISH 0.00" FINISHED SLAB APPLY 2 BEADS OF CAULK AND BITUMINOUS TAPE TO ALL PERIMETER WALLS — 6 MIL. VAPOR BARRIER CLEAN COMPACTED TERMITE TREATED S SEE FOUNDATION DETAIL. TYP. WALL SECTION N.T.S. (,io) TYP WALL SECTION STUCCO 1/2" = 1'-0" LG STEEL TRUSSES OPEN CELL SPRAY FOAM INSULATION R30 NON -VENTED ATTIC SPACE STANDING SEAM METAL ROOF ON PEEL & STICK UNDERLAYMENT ON 518" CDX NUCON STEEL TRUSSES FASCIA 2X6 PIT BOARD W/ALUMINUM WRAP 5/8" DRYWALL STUCCO OVER 4.5" 15.5" LG STEEL INSULATED WALL -1" 3LBS EPS SHEATHING -3.5" OR 5.5 CFS FRAME STUDS MAX. 24" O.C. -CAVITY FILLED WITH MIN 1 ZO LBS CLOSED CELL FOAM & ADDITIONAL MAX 2 5 OPEN CELL SPRAY FOAM -INTERIOR FINISH 1/2" DRYWALL R24 �- 4 CONCRETE SLAB ON GRADE R--- _--- _------ --_— _--- —.—— — — — — — — — ----�\ MIX WIRMIxelErEvExen SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS CLIP A: 20 GA. MIN. 6" X 6" WIDE FLAT STOCK WI (6) #10 X 314" SELF TAPPING PAN HEAD SCREWS INTO BEAMS & (6) 410 X 3/4" SELF TAPPING SCREWS INTO POST STUDS (TOTAL OF 12 SCREWS) 18 GA. TYP. (3) STUDS POST. (1) 2193HP 3/4" AEROSMITH PIN TRACK TO CONCRETE OR TAPCON 1/4" X 3 ?i) i/Z X 8" WEDGE ANCHOR WI SIMPSON BP 1/2" X 2" WASHER MIN. 7" EMBEDMENT TYP. CROSS SECTION HOUSE N.T.S. CLIP A: 20 GA. MIN, 6" X 6" WIDE FLAT SELF TAPPING SCREWS INTO BEAM TAPPING SCREWS INTO POST SCREWS) SCREW POSTS TOGETHER Wi TAPPING SCREW @ 24" O,C: C THROUGH FLANGE & WEB STUDS. 18 GA. TYP. (2) STUDS POST 12 Corner Post __. -7 3/4" No DescriptionDate 1 city comments -04/03/2017 SEAL Consultant Edward F. Shihskie Address 4707 Wild Turkey Rd: P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gma:il.com U 0 M ' x O ' Z 3 •0 +i y 4-0 U) -J Co ILL J L r ��I �) mmc O II y, ,fir U � 0. W a) O. a) W CU +� — .. as d a >' V (� W c0 > o p 0 C t UJ a O tU ¢�. U/yJ 0 a Cr LL .� w U 2 Cp U > L M 20r W CL o cn M M L a > U O N Project number Z Aproj ects\projects\2016.231 Ciuperger\CIUPERGER VERSION 5.rvt - Date 11/10/2016 Drawn by Author Checked by Checker z [r: ScaleAs indicated z 4/4/2017 4:13:47 PM 1" 3 LEIS EPS CLIP B: ON OUTSIDE OF WALL 20GA. MIN. 3" X 4" WIDE FLAT STOCK W/ (2) #10 X 3/4" SELF TAPPING SCREWS INTO EA. WALL,1 CLIP ON TOP PF WALL, 2 CLIPS EVEN DISTRIBUTED OVER HEIGHT OF WALL, TAP CLIP IN BETWEEN EPS FOAM AND STUD & SCREW THROUGH FOAM. (TYP.) CLIP C: ON INSIDE OF WALL 20GA. MIN. 1.5" X 1.5" X 6" ANGLE W/ (3) #10 X 3/4" SELF TAPPING SCREWS INTO EA. WALL,1 CLIP ON TOP, 2 CLIPS EVEN DISTRIBUTED OVER HEIGHT OF WALL. CLIP B: 20GA. MIN. 3" X 4" WIDE FLAT STOCK #10 X 3/4" SELF TAPPING SCREWS IN HEADER & WALL CLIP TYP. @ TRUSS O.C. MAX. 1" 3LB 1.5" SPRAY FOAM. CLIP D: SPLICE COVER 20 GA, MIN. WIDE 8" LONG C-CHANNEL W/ (4) #10 X X-BRACING / 3/4" SELF TAPPING SCREWS INTO EA. WALL ON EA. SIDE EPS FOAM NOT SHOWN FOR CLRRITY - WINDOW OPENING & CORNER 1 ORNEROOUTSIDE 2 TYP BEARING WINDOW & CORNER 3/4" = 1'-0" TYP BE - CLIP D: SPLICE COVER CLIP B: 3 3/4" = 1= 1 I20 GA. MIN. 3.5" WIDE 8" LONG C-CHANNEL WI (4) 20GA. MIN. 3" X 4" WIDE FLAT STOCK W/ (4) #10 X 3/4" #10 X 3/4" SELF TAPPING SCREWS INTO HEADE SELF TAPPING SCREWS INTO HEADER & WALL CLIP & WALL ON EA. SIDE (TYP) T (TYP.) @ TRUSS OR 2'4" O.C. MAX. TYPICAL PANEL BEARING WALL X-BRACING & WEB BRACING INSIDE VIEW RACING CLIP D: TAP SPLICE COVER TOP TRACK ON OUTSIDE TAB FLANGING IN BETWEEN EPS FOAM AND STUD & SCREW THROUGH FOAM (TYP.) WEB BRACING CLIP B: 20GA. MIN 3" X 4" WIDE FLAT STOCK WI (2) #10 X 314" SELF TAPPING SCREWS INTO EA. STUD EVEN DISTRIBUTION OVER HEIGHT OF WALL. 8" LONG C-CHANNEL W/ (4) #10 X 3/4" SELF TAPPING SCREWS INTO EA. WALL ON EA. SIDE (TYP.) FRAME JOINT (TYP.) Al— TOP TRACK f' i i WALL STUD SPACING @ 16" OR 24" O.C. (TYP.) ATTACHED USING RIVETS. BOTTOM TRACK SEE NUFRAME DESIGN MANU/ KING STUD AND JACK STUD REQUIREMENTS. TYP. INTERIOR NON -LOAD BEARING WALLS N.T.S. TYP NON LOAD BEARING WALL 4 1 /2" = 1'-0" CLIP B: 20GA. MIN. 3" X 4" WIDE FLAT STOCK W/ (4) #10 X 3/4" SELF TAPPING SCREWS INTO HEADER & TYP. BEAM POCKET WI BEAM WALL CLIP TYP. @ TRUSS OF 2'-0" O.C. MAX. TYP, BEAM POCKET, � • ame CLIP D: SPLICE COVER • o® • CLIP A: 20GA. MIN. 6" X 6" WIDE FLAT STOCK W/(9) #10 X 3/4" SELF TAPPING PAN HEAD SCREWS @ JACK STUD AND KING STUD & (5) #10 X 3/4" AT HEADER. • • 0 O O O 0 0 0 D Q • CLIP A: 20GA. MIN, 6" X 6" WIDE FLAT STOCK W/(2) #10 X 314" CLIP B: 20GA. MIN. 3" X 4" WIDE FLA T GK W/ (2) SELF TAPPING PAN HEAD SCREWS @JACK STUD AND #10 X 3/4" SELF TAPPING SCREWS I 0 A. STUD KING STUD. EVEN DISTRIBUTION OVER HEIGHT F LL. TYPICAL PANEL BEARING WALL OPENINGS LAGER THAN 8'-0" INSIDE VIEW STUDS 0 24" O.C. MAX. INSIDE VIEW 6 TYP PANEL W/DOOIR 3/4" = INSTALLATION & HANDLING: DOOR OPENING INSIDE VIEW APPLY 2 BEADS OF CAULKING TO SLAB BEFORE SETTING INSULATED EXTERIOR PANELS IN PLACE AT EVERY EXTERIOR PANEL SEAM APPLY 2 BEADS OF ENERFOAM OR SIMILAR SEALER TO CONNECTING PANELS USE TEMPORARY WALL BRACING AT EVERY PANEL TERMINATION OR MAX. @ 10' - 0" O.C. ANY CUT OUTS, DAMAGE OF EPS OR PLUMBING WALL SHALL BE FIXED OR SEALED WITH ENERFOAM OR SIMILAR. TEMPORARY STORAGE: HORIZONTAL OR VERTICALLY, FLAT SURFACE ON DUNNAGE (4' - 0" O.C.) STACK PANELS STEEL TO STEEL AND EPS TO EPS TO AVOID DAMAGING EPS SURFACES. NOTES: ALL WALLS ARE PREFABRICATED AND ASSEMBLED ACCORDING TO NUCONSTEEL GUIDELINES ALL COLD FORMED STEEL IN MIN. G60 GALVANIZED 50KS1 UNLESS OTHERWISE NOTED STUD ALIGNMENT WITH ROOF AND/OR FLOOR TRUSSES UNLESS OTHERWISE NOTED MAXIMUM PANEL LENGTH 16' - 0" INSTALL NOTES 12" = 1'-0" TYPICAL PANEL BEARIIG WALL W/ POCKET BEAM INSIDE VIEW TYP BEARING W/POCKET 3/4" = 1'-0" j CLIP A: 20 GA. MIN. 6" X 6" WIDE FLAT STOCK W/ (6) #10 X 3/45"SELF TAPPING PAN HEAD SCREWS INTO BEAM AND (6) #10 X 3/45" SELF TAPPING PAN HEAD SCREWS INTO WALL STUDS. CLIP A: 20 GA. MIN. 6" X 6" WIDE FLAT STOCK W/ (6) #10 X 3/45" SELF TAPPING PAN HEAD SCREWS INTO BEAM AND (6) #10 X 3/45" SELF TAPPING PAN HEAD SCREWS INTO WALL STUDS. M No. Description Date SEAL-� Consultant Edward F. Shinski Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmail.com i E -1 0 E v I: z a 0 Cfl vJ 0 vJ 0 ILL O tf O C M M r MC 0) C 0 U C W L J U _ Ea)o at > m C� Z �o > 0 o �y W a mat o n LL W 0 Q Q n � M U 0— .2M N_ a) CD Cr aa) E w` mM U� 5 >rca 2U.2 �o 0 m �a a 02 � � n tq � Project number C:\Users\robw\Dropbox\CIUPERGER VERSION 5.rvt Date 11 /10/2016 Drawn by Author Checked byChecker ^/AAA Scale As indicated O00 3/11 /20"1710:39:34 AM B BEARING W/ OR HEADER NUTRUSS 2.OTM TOPCHORD Nu I MUJJ G.0 BOTTOM CHORD SIMPSON S/H1A CLIP w/ (4) #10 x 314" LP PH SCREWS TO WALL AND (4) #10 x 3/4" HEX SCREWS TO TRUSS. TRUSS TO WALL OR HEADER CONNECTION N.T.S CONNECTION ALLOWABLE UPLIFT CAPACITY (POUNDS) MINIMUM MATERIAL ALLOWABLE LOAD (POUNDS) CLIP THICKNESS (1 @ S/H1A) (MILS) 27 395 SIMPSON S/H1A 33 510 43 550 NOTE: CONNECTION ALLOWABLE UPLIFT CAPACITY BASED ON SIMPSON S/HIAATTACHED TO MINIMUM THICKNESS OF EITHER TRUSS CHORD OR COLD -FORMED STEEL WALL TOP PLATE. MINIMUM YIELD OF TRUSS IS 50 KSI. GIRDERTRUSS WITH VERTICAL WEB AT TRUSS 200NT8233 LOG(MIN1N.) LOCATION @ TRUSS TO GIRDER SIDE TRUSS TO GIRDER 20ONT162-33 8" LONG NUTRUSS 2.OTM SECTION w/ (8) #10 x 3/4" HEX SCREWS TO NUTRUSS 2.Ow GIRDER w/ (5) #10 x 3/4" HEX SCREWS TO EACH SIDE OF TRUSS. GIRDER TRUSS — !7 11 TOP VIEW TRUSS TO GIRDER TRUSS TO GIRDER CONNECTION N.T S CONNECTION ALLOWABLE SHEAR CAPACITY (POUNDS) Aip MINIMUM MATERIAL THICKNESS NUMBER OF SCREWS ALLOWABLE LOAD (POUNDS) (50 KSI MATERIAL) (MILS) 27 8-#10 1512 33 8410 2040 43 8410 3032 NOTE: CON NECTIONALLOWABLE SHEAR CAPACITY BASED ON MINIMUM THICKNESS OF THE CLIP AND TRUSS WEB MATERIAL. NUTRUSS 2.Ow BOTTOM CHORD LOAD BEARING COLD FORMED STEEL TOP PLATE OR HEADER INTERIOR LOAD J BEARING COLD FORMED STEEL STUD WALL. CLIP: NTC-6 w/ (5) #10 x 3/4" HEX SCREWS TO TRUSS AND (5) #10 x 3/4" HEX SCREWS TO TOP PLATE. \-NTC-6 CLIP w/ (5) #10 x 3/4" HEX SCREWS TO TRUSS AND (5) #10 x 3/4" HEX HEAD SCREWS TO NOTE: CLIP MAY WALL. BE INSTALLED ON ONE OR BOTH SIDES OF TRUSS. INTERIOR BEARING WALL TRUSS TO WALL OR HEADER CONNECTION N.T S CONNECTION ALLOWABLE UPLIFT CAPACITY (POUNDS) CLIP MINIMUM MATERIAL THICKNESS (MILS) ALLOWABLE UPLIFT (POUNDS) CLIP 1 SIDE CLIP 2 SIDES 27 495 990 NTC-6 33 605 1210 43 790 1580 NUTRUSS NUTRUSS (MIN .)NG A'Clt TRUSS SIDE VIEW JACK TRUSS TO GIRDER 2. TOP VIEW JACK TRUSS TO GIRDER NOTE: CONNECTION ALLOWABLE UPLIFT CAPACITY USING (5) #10 x 3/4" SCREWS IN PULLOUT BASED ON WALL TOP PLATE THICKNESS AND MATERIAL YIELD OF 50 KSI. TABLE 1 AEROSMITH 2359N ET&F ASK-100-010ON INSTALLATION MUST BE MADE BASED ON AEROSMITH OR ET&F SPECIFICATIONS AND - INSTALLATION TOOL RECOMMENDATIONS NUTRUSS CORNER, TOP PLATE �— CLIP: NTR-1 (BOTH WALL ST SIDES) w/ (3) #10 x 3/4" HEX SCREWS TO TOP SIDE VIEW SCRTEWSE. ASACLOSE TO CORNER JACK TO STUD WALL CLIP BEND LINE AS POSSIBLE. TOP PLATt­� NUTRUSS 2.0TM CORNERJACK TOP VIEW SIDECLIPNTR-1 (BOTH SIDES) w/ (3) #10 x 3/4" CORNER JACK TO STUD WALL HEX SCREWS TO TOP PLATE. LOCATE SCREWS AS CLOSE TO CLIP BEND LINE AS POSSIBLE. CORNER JACK TO STUD WALL N.T.S CONNECTION ALLOWABLE UPLIFT CAPACITY (POUNDS) CLIP MINIMUM MATERIAL THICKNESS (MILS) ALLOWABLE UPLIFT (POUNDS) CLIP BOTH SIDES 27 594 NTR-1 33 726 43 948 NOTE: CONNECTION ALLOWABLE UPLIFT CAPACITY BASED ON MINIMUM THICKNESS OF THE WALL TOP PLATE WALL TOP PLATE. SCREW CAPACITY BASED ON PULLOUT. MINIMUM MATERIAL YIELD IS 50 KSI. TABLE 1 AEROSMITH 2159N ET&F ASK-100-0'OON INSTALLATION MUST BE MADE BASED ON AEROSMITH OR ET&F SPECIFICATIONS AND INSTALLATION TOOL RECOMMENDATIONS NUTRUSS (2)#104/4" HEX SCREWS OR 2.OTM GIRDER TRUSS _ GIRDER PITCH BREAK LEG INS (SEE TABLE 1)EACH WITH VERTICAL TRUSS//PL325-33'@ t P WEB AT JACK GIRDER TRIS� TRUSS LOCATION NUTRUSS 2.Ow W� CORNER JACK GIRDER TRUSS ISO VIEW CORNER JACK TO GIRDER 20ONT162-27 _ 10" LONG NUTRUSS 2.Ow SECTION w/ (2) #10 x 3/4" HEX SCREWS OR (4) PINS HEXSCREWS) EE TABLE 1)OR (4) PANS (SEETO GIRDER wl () TABLE 1) -- TO EACH SIDE OF JACK. JACK TRUSS TO GIRDER CONNECTION N.T.S CONNECTION ALLOWABLE SHEAR CAPACITY (POUNDS) MINIMUM MATERIAL THICKNESS ALLOWABLE LOAD (POUNDS) (MILS) (50 KSI MATERIAL) 27 4 33 47676 43 620 8" O.C. IN FIELD @ 24" O.C. 6" O.C. ON SEAMS I I I,I I I LI ll LIv .I LI LI IJ LI LI �. I LI LI LI 11 LI I•I h•� o I•I I•I bl I•I I°I I'1 1 \ o �ps�G al II II I1 PI I1 s CI LI LI (I LI I:I IJ U six. 1.1 'I II pi Id 1.1 LI :....1— .. — 1.. 6" O.C.1st ROW 4" O.0 ON EDGES 6" O.0 ON SEAMS (.312 X .100 X 2" AEROSMITH STEEL PINS) TYPICAL NAILING PATTERN FOR ROOF SHEATHING TYP NAILING PATTERN 1/4" = 1'-0'I NOTE: CONNECTION ALLOWABLE SHEAR CAPACITY BASED ON MINIMUM THICKNESS OF THE CLIP AND TRUSS WEB MATERIAL. 150BPL325-33 @ 1-1/2" CLIP (TWO CLIPS REQUIRED) NUTRUSS 2.OTM CORNER JACK jtuNUTRUSS 2.OTM JACK TRUSS TOP VIEW CORNER JACK TO GIRDER CORNER JACK TO GIRDER CONNECTION N T.S CONNECTION ALLOWABLE SN€PR CAPACITY (POUNDS) MINIMUM MATERIAL ALLOWABLE LOAD (POUNDS) THICKNESS (@0 KSI MATERIAL) (MILS) 27 360 33 476 43 620 NOTE: CONNECTION ALLOWABLE SHEAR CAPACITY BASED ON MINIMUM THICKNESS OF THE CLIP AND TRUSS WEB MATERIAL. NUTRUSS 2.Ow CORNER NUTRUSS 2.OTM JACK ISO VIEW TRUSS JACK TO CORNER JACK 2.Ow JAI TRUSS TABLE 1 AEROSMITH 2359N ET&F ASK-100-0100N INSTALLATION MUST BE MADE BASED ON AEROSMITH OR ET&F SPECIFICATIONS AND INSTALLATION TOOL RECOMMENDATIONS 2WII.275-33 @ 1-1/2" CLIP 200BPL275-33 @ 1-1/2" 33 (2- CLIPS TOP & (2) #10 x 3/4" HEX SCREWS OR (4) PINS (SEE TABLE 1) EACH CLIP ,I (4) #10 x 3/4" HEXSCREWS OR (8) PINS USS N (SEE TABLED 2. JACK S (2) #10 x 3/4" HEX SCREWS OR (4) PINS (SEE TABLE 1) EACH CLIP NUTRUSS -3 2.OTM CORNER NUTRUSS JAYO 2.OTM JACK TRUSS JACK TO CORNER 4ACK JACK TO CORNER JACK CONNECTION N.T.S CONNECTION ALLOWABLESNEARCAPVAM(POUNDS) MINIMUM MATERIAL THICKNESS (MILS) �'U'�F LOIID(POUNDS) 27 380 33 476 43 620 NOTE. CONKCTIOMAU.OWABLE SHEAR CAPACRY BASED ON MINIMUM TW*ESS OF THE CLIP AND TRUSS NEB MATERIAL z No. Description Date it l �Z� SEAL Consultant Edward F. Shinski 100 Address 4707 Wild Turkey Rd. P.E. # Mims, Florida. 32754 E-mail P.E.#47515 rkeenterprises.fl@gmall.com tn no� W � M • r 3 ' z �s'yq o O LO M C 07 N 0 4) U° I� W C/w C M U> CLW ° z LL Q o W ® CL Q L Er Iv L_ =7 E `� W i a U rY I- > 2Ut U) aC— CL f0 .0 > •a�a U rn '� a m � 0 Project number C:\UserMrobw\Dropbox\CI UPERG ER VERSION 5.rvt Date 11 /10/2016 Drawn by Author Checked by Checker Scale 1/411 = 1'-9I �O 3/11 /2017 10:39:35 AM