Loading...
HomeMy WebLinkAboutSFRA2017-0306 * JA N 2 5 2017 DATE OF ISSUAR 4 ` It T E : r I s PERMIT#: BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM) JOB ADDRESS: S.Vn h099� CJ . SUITE # LOT: 6 BLOCK: t SUBDIVISION: All BUILDING CONTRACTOR(company name): LP,N sT 10,V WINDi CURRENT MAILING AD//DRESS:A S-1 /V c%ee //JJewL ��� IDS +� l;mis sl Vio, a�9 CITY/STATE/ZIP: rrl'• 6t/O,e , 7G [ 3 PH:# 9173Y11162 Fax#'8/7 3Yj- g3yl PROPERTY OWNER: 7�4.L &)!!NAA/D CURRENT MAILING ADDRESS: _�af �::�4.4DJWV 6� (_ CITY/STATE/ZIP: "Pt II1j,4- PHONE NUMBER: dILY21. y�Syl PROJECT VALUE: $ pw 0 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (check ones that apply)ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE:DQNp e _')T1 N j SC(ZeeN r°WJ e4- ^AhD Rep4 PCB w►�hlAw/6'-4 X t3' USE OF BUILDING OR STRUCTURE: p l S UQ e- NAME OF BUSINESS: Total Square Footage under roof:�- Square Footage of alteration/addition:- 112-1 S- ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1&2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPR 'AL OM THE APPROPRIATE STATE AND OR FEDERAL AGENC(S). PRINT NAME: ,$qNefMoa-e- _ SIGNATURE PHONE#: 0t11Z 55�70 _ EMAIL: THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V Permit Valuation: $ 4.2ba •O O Setbacks Approval to Issue Occupancy Group- Q3 Fire Sprinkler: YES — NO — Front: 141 Electrical Division: Building Depth: 13) Left: 61 Plumbing Zoning: Building Width: 6• Rear: AC 1 Mechanical Occupancy Load: Right: 14 A Plan Review Approval: Date: Ov I-17 Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: a•3•V7 Total Fees: Lot Drainage Submitted: nk g Approved: Total Amount Due: P.O.BOX 95104,GRAPEVINE,TX 76099(817)410-3165 O:FORMSIOSPERMITAPPLICATIONS i/f�iev�t/0 07,11/09,4111 �a '-1 I Q BUILDING --- RESIDENTIAL ALTERATION GIssue Date:February 3,2017 r.q E I t 1 i PROJECT DESCRIPTION:Demo Existing Screen Enclosure&Replace With New 16'6"x 13'Screen room Enclosure. � PROJECT# (817)410-3010 www.mygov.us SFRA-17-0306 Inspections Permits City of Grapevine P.O.Box 95104 LOCATION LEGAL Grapevine,TX 76099 1214 Sandhurst Ct. Forest Lake Addn Blk 1 Lot 26 (817)410-3165 Voice Grapevine,TX 76051 No.1220 Tr 26 (817)410-3012 Fax *05162564* CONTRACTOR INFORMATION Lone Star Champion Windows *CONSTRUCTION TYPE VB 2951 Northern Cross Blvd *OCCUPANCY GROUP R-3 Fort Worth,TX 76137 *ZONING DISTRICT R-7.5 (817)354-1162 Phone "*APPLICANT NAME Terry Spoonwmore (682)208-5383 Mobile **APPLICANT PHONE NUMBER 817-226-5570 APPROVED TO ISSUE ELECTRIC NO OWNER APPROVED TO ISSUE MECHANICAL NO Floyd E Ormsby APPROVED TO ISSUE PLUMBING NO 9671 Fm 1434 Cleburne,TX 76033-8313 County Tarrant Fire Sprinkler System? N/A AVAILABLE INSPECTIONS Square Footage 215 Building Framing(required) VALUATION 4200 Building Final(required) FEES TOTAL=$99.75 Building Permit Fee $99.75 PAYMENTS TOTAL=$99.75 Lone Star Champion Windows(Mario Anthony Jaramillo) Other on 0210312017 ($99.75) Note:CC9719 NOTICES 1)ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2)A copy of the signed permit and approved plans must be on site at all times. 3)The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine.I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR MYGOV.US City of Grapevine I BUILDING--RESIDENTIAL ALTERATION I SFRA-17-0306 1 Printed 02/03/17 at 11:10 a.m. Page 1 of 3 OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FED- AL A Signature Date I MYGOV.US City of Grapevine I BUILDING--RESIDENTIAL ALTERATION I SFRA-17-0306 I Printed 02/03/17 at 11:10 a.m. Page 2 of 3 FOR 't '*a " "' "" °"' INSPECTIONS: R e+e, s"e M R ;1■ rf else (817) 410-3010 LOT3 LOT 3 ********* ***** ********** * `.4 @P REGISTRA ION VOKED UPC N ate �w-d EXPIRATION. (ow Pkit, 4�yy.IiOT �S' woad 8L to Sri. .+. '4. C 1, AS .7 irre } r 14', LZ' LLL LL' _ L (R.FFOURW4E SEARIWG) LOST 26 L ri ONE�STORY W 30' 140 E HRLGK R FRAME a -'.- 110.001 20 h 121 NDHURST COURT 4 4 LOT 27 ��ry 4rti Z mow`. ITY F GRLANP RELEA D FOR OONST 0 SHEET: OF: a Wkk?*U*ft uml r? `=.,'i R`•` a. , I LINE RELEASE DO SNOT AUTHORIZE ANY WO SIJSI r ILL:CT t to J WITH THE UILDING CODE OR ZONI P HIS PLAN TO BE KE T ON 'e`V 4 THE JOB AT ALL TIMES t DATE: off• -y - Q f 5C] 'S/• �,:y- 1215.00A TO O I [ BY: �"`�" ( i %;V. 3•,�. L EDGE DRIVE (Per plat) WILDING INSPECTION DIVISION °•'�'- nand 1/2" RELEASE DOES NOT APPLY TO CONSTRUCTION IN •I rod D EXS1 MENTS 09 PUBLIC RIGHT-OF-WAY. 5 W 2qI 460 W ALL CH _NGES MUST BE APPROVED 20.00' �....: hailt ANDHUR5T COURT (say R.O.W.) NaTESt CN . C17NTPOLLING r"VMENT. KARING5 ARE SASED ON THE RECORDED PLAT REFERENCED BELOW. THIS SURVEY 15 VALID ONLY WITH ORIGINAL 51GNATURE IN BLACK INK. a 10 4 70 a7 +a THIS SURVEY' 15 SUBJECT TO THE FOLLOWING: ((P)-AIRPORT ZONING ORDINANCE NO. 71-100, VOL, 821.13, PCs. 178, R.P.R.D.C.T. THIS 19 TO DI MAM that oa this date a survey was mane on the ground. under iirtation and supervision of me property located at 1814 SAMHURST COURT. and Being Lot Be. Block 1. of 1PO =DARE ADDT1TO u r sion l f to tha. Cii�r of 82,Grapevine, TAFi1tANT Coual�, Tmm. according to the map or plat thereof recorded In Volume, 368--108. PeQe 82, ai the Plat Records of TARRANT County, Texas. There arc no visible conflicts or protrusions, except on shown. The subject property does not appear to tit within the limits of a to0-year flood hasard saga sooardittg to the mip published by the l�aderal enc Management Agency, and has a Zone, "r:Rating as shown by la's No. 4849oCM6 X dated AUGUST R. lM. The statement that the property does or do" not us witbio a 100-year flood sane is not to be, taken as a representation that the property will or will not flood. This survey Is not to be used for construction purposes and is for the exclusive Am of the her"n. named yurohasar. company, and title company only and is surrey is made pursuant to that one aer gala Utle commit ttment under the OF n apaay naan*0 hereon and that this date the sasanents, ALL �whlnh the undersigned has knowledge or has been advised nATI DAM MD DAMm 15j09 ft. me-lon ACC By: .. ....... 4}a. AP D P ANS HALL BE ••N°• S`i"'°'"`•�• y stiu KEPI ON JOBSITE AT ALL TIMES \N 2 5 2017 VAPWO ft "-4 uwmm mu calf"1 Ply ORDER NO: 1781 ITEM: 1 DATE: 12/06/16 A Wall --r--�AFFILIATE SUPPLIED --r AFFILIATE SUPPLIED CITY CF GIAPEVINE RELEASED FOR COONSTRUCTION W SHEET: OF: W RELEASE DOES NOT AUTHOR ZF1 ANY WORK IN CONFLICT WITH THE BUILDING CODE Oil ZONING ORDINANCE. THIS PLAN TC BE KEPT ON THE JOB AT ALL TIMES BUILDING INSPE T')N DIVISION RELEASE DOES NOT AI CONSTRUCTION IN EASEMENTS OR F IIGHT-OF-WAY. ALL CHANGES N BE APPROVED 158" Dimensions Wall Width: 158.000" Wall Height: 97.375" Layout 1"(Fascia) +0.5"(THERMAL H)+0.75"(Foam)+0.5"(THERMAL H)+67.375"(2 Lite Window)+0.5" (THERMAL H)+83.375"(2 Lite Door)+4"(Corner Post) JAN 2 5 2017 ORDER NO: 1781 ITEM: 1 DATE: 12/06/16 B Wall AFFILIATE SUPPLIED AFFILIATE SUPPLIED z RE SED FOR CONS UCTION S i OF: REU A OES NOT AUTHORIZE ANY W JF K IN CONFLICT m V IT iE BUILDING CODE OR ZONIN RDINANCE. THIS PLAN TO BE KE N W THE JOB AT ALL TIM DATE: 2."3. 1 7 BY: BUILDING INSPECTION DM I N E E DOES NOT APPLY TO CONS T UOTION IN SEMENTS OR PUBLIC RIGHT -WAY. A=l._7VANNGESMUSTBE PROVED All 200" Dimensions Wall Width: 200.000" Wall Height: 97.375" Layout 4"(Corner Post)+1.625"(Sill)+95.375"(2 Lite Door)+0.5"(THERMAL H)+95.375"(2 Lite Door) + 1.625"(Sill)+0.5"(THERMAL H)+1"(Fascia) Page 1 of 1 'r i ' I V A) l \ 2 � 4 - •`�- (�.e�`Al � 0� https://outlook.office.com/owa/service.sve/s/GetFileAttachment?id=AAMkADMwM WZh... 12/6/2016 rn o M I NN Do co I I Iv ; I II ,: II' I , ' 10' I�11! . .,t.• ,. I'. I''.'. X �•i,• II I •� i, � I U aL�c 4 181. 20% 261 319 346.5: I' !: I' it li! '! F'65 z "O " ,CAI •. �. r. � � cn Lo 12 �' 168 198 �548 578 5.11NI5 5C F LN;NCI-051t CAN It COK51 LK,ItP ON I]M-LF,'[ PLCK5 P C'VI[)Lt- INL GLCK L�J = 15 117 1195 18' 2•#7 279.5 :IZ '1}yj ill +09�; F'r' ; '.,�. I: � AUK[%115 FOOIING5 NAVE 6LLN FFOFLkT Y LNGINFLFL%10 5AT E Y C/fVy 1HL LVCL05IRL AM% � O H. ZLCK5 GL51GN I01V%5. v 4 91 126 161 0 231 b OI 336 371 3- 0 60 -4,MI5 LNCLOU51 56iEM 15 L IMI I 10 VtCk AIION ANP OU[T%00,L IVING FYPOF t5 AWG I- ri j NOT TO?E USED AS A CA•1.FOFi,GW?AtL OF AC li/VjLE FOOM 1 a7.5 3y 210 2 77., 285 3 �60'397.5• 1.: 18 17 1% 13 O C-' 16 IOa �} 184 ! 224 264 304 /323NC_U?L5 FOO-PAW LL 1LJ LORI 5 NATLf IfV S L�I� 3 17 153 20 14'.. 238 280,5 323 I. 501L5 18 162 20 !;7� 2921A 297 r:Ci r�li:l.�:: rJJJ}•, A. AI.L FOOTINGS SHALL f EAP,ON LLVLL( WITHIN j:12) UNG15111WEP 501L Of?APPk'OVLG � � TABLE INCLUDES FOOT PANEL DLAI7 LOA05 LNGINLLFING FILL WITH AN ALLOIN/ft,E 501L CAPACIV 0= I000P5F.F0011NG5 SWV,L U 7' NIGH COLUMN rtI i COLUMN 9' NIGN COLUMN FKTEND BELOW 1HF FF05T LINE OF ME LOC&ITY, Z N A;Y:• V1. Lj COLUMN 5PACI% COLUMN 5PPONG COLUMN 5PACIN6 2.CONCRETE A ALL CONCFETE 5ftl, CONFOFM TO/'a I:EOLIIFEMFNf50F ACI 301 " 5FFCIFICATION5FOF TABI E B;COLUMN AXIAL LO%J75(I135) 35 �2 511?UC 1UFAI. CONCFC 1E FOP Gull171NG5, 35 31 25 53 25 ^ 20 ---'--- ALL CONCRETE SHALL HAVE A MINIMUM COMPFE551VE 5TTNGTH OF 5000 P51 PT 28 DAYS PANEL] COLUMN FOOF LOAD+/-(P5F) _ , AND WHEFE EXP05L0 TO THE EXTEFIO�ENVIFOMFNT SHALL HAVE AN ENTF.AINFD A1F CONTENT 5y 32 5 30 ' 2� 31 23 i 18 SPAN SPACING - � - - -___._ . . . _____ __ - 10 15 20 25 30 35 1 40 ! 45 50 5y 60 OF BETWEFN 4 5% fO7,0%, (Ff) '. (FT) 1 `/ 7r,(] 3y 35 31 55ii?�' 23 27 20 16 i C. ALL FEINFORCING 5TEEL 51f-L CONFORM fO A5tM A615 60 K51 PEPFOMFD 13AR5 AND 10'\ 3 195 i 270 345 420 . 495 570 i (94y 720 795 1 670 945 ; K)ck) 35 35 30 34 25 20 23 17 14 ASTM AI85 MESH, ' 10 4 260: 360 460 560 660 760! 860 960 1060: 116 - 1260 1250 35 34 27 30 ' 22 20 ly i IZ -. 3,SfFUCTUFfV fV.UMINUM 10 5 525 450 575 700 82y ; 950! 107y;1200 4 1525 1 .4yO 1575 1500 35 31 2y 26 20 16 16 12 10 A.ALL EXTFU510N5 5NALL BE AJ,6065-T6 N UMINUM PFOVIDED BY ENCLO%F\E 5UPPLIF25 _ r INCOFPOFTATED, 12 5 234 324 414 504 j 594 i 684 774 ; 864 4 1044 1134 1750 35 31 22 23 17,3 13 13 10 P,FOOF PANEL5 SHALL BF 3 z/4" OF 6" THICK SANDWICH PANELS MANLFACfaP BY Uj 12 4 312� 432 552 672 . 792 912 1032: 1 '2 1272 1392 1512 FEFEF TO fABLF FOP AXIAL LOAP5ON COLUMN5 ENCL05Uf 5UPPIU5 INCOFFOFTATED.THE PANEL COFE 9V.L BE EXPANDED POLY5TY�NF ? TABLE 2(CONT'D): WITH A DENSITY OF 1,5 PCF, THE PANEL 5KIN5 SHALL BE 0.024''ALUMINUM 5HEETHIN6(3105 12 5 �90 \06 90 840 990 1140 � 129P. 1440`1990 1790 1890 N374 TOP ANI7 BOtfOM.ALTERNATIVELY THE 5KIN5 SHALL CONSIST OF A 7/ 16"05P TOF SKIN ' P"AXIMUM ALLOWABLE HOFIZONTAL DE51GN WIND KE 5UIT(P5F)FOR273 483 588 693 798 . 903 1008. 1113 1218 ANI7 A 0,024 ALUMINUM SNEFTNING(3105 N374) BOftOM SKIN,i1f PANELS 51 TALL 6E A CENTER COLUMNS MAXIMUM OF THREE FEET(3') WIDE AND 5HALL 6E SLOTTED 3F1`WEFN AL 606-5-T6 j 6EAM5, 14 4 364 504 64 784E 924 . _ 4{ 1204 1344 1484 1624 o ! NIGN COLUMN 11' NIGN COLUMN I2' N' -- LIMN z 14 5 455 630 1805 9- ` II"� 1330 150y I680 1855,2030� AX1AI.LOAD 4,S�.FEWS w I' COLUMN : i ;COLUMN 5PAC' COLUMN 5FACIN6 a,5HFET METAL 5CFEW5 5HALL BE 5fAINLF55 5TEEL,ZINC PLATED,GALVANIZFD 5TEFL OF w _ w 16 3 312 432 552 67 912 1032 /�f (L65) - - ' 2024-T4 ALUMINUM '%f i 3' 4' S' 4' S' 3' 4' S' 0�cn I6 4 416 576 756 V 96 1056 I6 ' 1376 B.LAG 5CFEW5 5HOLLD BF GALVA 15ED 5TEFI.WITH A MdNIMUM BFNDING YIELD 5TI�NGTN OF z tz f � 0 26 i 15 22 I6 9 .. 14 10 60,000P51, LA6 5CFEW5 SHALL NAVE A MINIMUM EMBEPPMENf DEPTH OF 8 X LA6 5CFEW ¢z o -i 16 5 520 720 9 f 1120 020 1y2 •' 1120 - r DIAA(fTEF z C,WOOD 5CFEW5 5HALL HAVE A MINIMUM BENDING YIELD 5TFENGTH OF 80,000 F51 z o v w 18 3 5�1 48t'° 621 ' 756 + 891 `' / f�/ TAP>L.r ?. MAXIMUM ALLOWABLE HOFIZONTAL DE516N WIND M55UPE(F5F) w Q z Uj 18 4 468 . 48 828'10081 1188 HERX � /��� ;' FOR CORNER COLUMNS o w oUj 18 5 5 810 3 W '� j ✓ /� f �i ¢U)-E vvi I I O 5' 1260, 1485 7 NIGN COLUMN V' �o I m 9 NIGH COLUMN � f AXIAL LOAD w.�•��� �' 20 3 390 540 690 � � COLUMN 5FALING COLUMN`.PACING COLUMN 5PACING ,�E.OF.r �i, J v cal 20 520 720 920 �/ j � r � (L65) 3 4 y 3 5 3 4 y (ABLE 4:ALLOWABLE LOADS( L E�j� `� �; F F)FOP N APFF sir r ZO 5 650 900 1150 •; �j % ��s' �/ 0 .5 35 35 .5 35 5I 25 „ . f ,I .5 NFADEF SPAN S6 42 48 54 (2011 USE T. 'ULAIED VALUES FOF AXIAL LOAt75 ON CENTEF COLUMNS (FT) 500 35 35 3y 35 55 30 35 30 24 - i••.••••••• Do t OCT 2012 U5F 1/2 OF THE 1ABLLATEP VALLE5 FOP AXIAL LOAD5ON COFNEF KLOW LOAD 423 311 238 188 152 r� 3. COLUMNS i '} 35 35 35 5y '.''. 29 55 29 23 (FLF) I" 1000 55 55 35 35 35 28 35 28 22 PVEF TO fMLE A FOP APPLIED FOOF FEACTION AT 5UPPO:T5 0. DRAWN 6Y: MJG fABLE INCLUPF5 FOOF PANEL PEAT LOADS <t`� �„a�`" D G No. s-4 UE F TO TABLE B FOF AXIAL LOA250N COLUMNS 7_ f 4 OF 4 JAN 2 5 2017 /7 , -.;;. I l'i Vv h I I V,V 11 11%,ii III 1 11 `wV a, r IC'llil.b4/d-�r1.',� . r- I I � . I • W I#1.'( °,fvrl 11'IrHI"r1c,T1Ill ul/6uP l anx� �I n n � n l / W i U) v Luj a o 12' C/CFA51C>F 6O ccCO'-'Nf:P.C01 1'.IV TO I, JFP COIvN.`C1C't; #H F , a"5n5 c 2a" s: ! �i'3/J" W a �� I CGFNEP CGLUfdiPJ FFD P r•I I EP!n'[ ': f l \1'JI'a;=/;"!r'I '8 Z a ra FOP WIND ZONE I: 6 #8 X 5i 4"5M5 4#8 x 3/4"5M5 CONNECTING 17 .,_ 4"f=PS C013'- �F°17 Q z n� 20 W11H FP.AME +:' 5/4•41AVICH PP�,;L 0 s FR WIND ZONF 2: 7#8 X 5/4°5M5 PEP 2 G^?U,v,N fO fHE FXf-?WfF EACH'AREI'�FP;n G`/,NFL FOP IVIND ZONE 5: 8#8 X 5/4"5105 #6 X /4"5aA5 @i 16, N FOV.W11`112 ZONE 4:10#6 X 5/4"SMS FUI L K1611f 1-COLUMN PEP 12 F05T`T EE/F Col uMV PFP I,/AND 18,FFFFP f0 Wil F5 7 9 13 P A(W- E 12rrr'P n r rer=.A�n irgdr r+ a,rn t FOP/A,I OvVAD4 F CJI UMN:IEIGI T5 _ 4" t V 16"c/C EAA 51 SIGF G COVWE\COLUMN TO FOOF CONNECTION NON AXIAL GFAP.ING COLUMN TO p00F CONNECTION - ?M50-A e p00F TO NON >fMING WALL CONNECTION ,� COKCPETE e 0 U: I E' EXPGNGEP 3F5E PEP? FOOTING 5"MIN CONN'ECfION PPOVI2E AND 8 0 -, EXPANDED FSASF :ZA. FFAME.,AW PEP 2 Ov s; .FOP i'VIND ZONE I: COLUMk PEPAND5 PGST CAP FEP 17 ° AL $ J 'a#8X�/4"SMS KV12 <4 SLE , e Z W P05T EVE FOP VVIN12 ZONE 2: PEP 18 Q s C 7#8 X 3/4"SMS 2#8 X 5/4"5M5 z z a 3 3 O @ 16"C/C � 1-5EC11ON 1-5ECfION 5/8"X 2-112 O CD FOP WIND ZONE 5: JEDIICALLY c6t MN PEP 12 COLUMN PEP 12 1VEDGE-PoLf+®ANCH025 v" Z E v 8#8 K 3/4"5M5 ATTACHING 130TH CONNECTING fHE fM5ERkrC fO H FPAME JAMP5 f0 z 5/8"X 2 I/2"VVE12GE 60LT+® THE CONCRETE FOUNDATION A.f Z (AFOP WIND ZONE 4: e e: e ANCHOD5 CONNECTING ff fM5ETDACK EACH COLUMN(4�f0(AL) a ? O CORNED COLUMN _ a s s 10#8 X 5/4"5M5 w 4 a fO THE CONCFETE FOUNDATION Af EACH SPE rMM P,5fEr 5;^nh!n ZDr CO1,UMN(4-faA--) 6 e v Q c eEXTEFIOD FACE OF FOOTING EXTRIOF FACE OF FOUNDATION COC NEC COLUMN TO EASE CONNECTION CONNECTION OF CFNfW COLUMN ffF 12 & 2 TO 6A5E/FOUNPATION CONNECWN OF CENTER COLUMN FFp 11 & 18 TO FOUNPATION G u trdN - � e DATE: 11114/13 CONDNED COI UN PEP 20 EXPMJDEP PEP?OP ''25 EX11EMR FACE OF FOOTING #8 X 5/4"@ 161, SCALE:NT5 WITH F iE JAMB PEP 2 F-CHANNEL PED 8 I #8 X 3/�"@ I6" c/c EA SIDE OOP 51L PCP 5 CONNECTION PPoVIDE t/ Of "WIPE CONCMTE FOOTING Zj c/c EA 5112E OOP 51LL PEP 5 Drawn by:MJG FOP WIND ZONE I: ING C ELOVV THE FD05f LINE ° #8 X 5/11 @ I6" 6#8 X 3/4"5M5 � REV: DATE: LOCALITY OP I� fSELOVV ? c/c EA SIDEEKPANDED PEF 7 JP 8iDEP PEP? i'CO+VNIC ,FOP VVIN12 ZONE 2: CE VVI1N I#5 f&f3 " SILL EKTFUSION OP SILL7#8 X 5/4"5M5 6A5EWACK/EXPANDE s z FEP 10 EXmU9ON ATfACHWNT OF fM5E fO 11MPEDPED 7 AND 8 ; PEP 10 B#WIND ZONE : DECK OP FOUNDATION COFNED P05f PEP 20 ° a °8#8 X 5/4"SNIS @161DIMEN5101NPWil6#12 X 2-1/2'WO0125C�VV5 c/c EA 5112EFOD WIN12 ZONE 4: CO THE DECK OPTHE 6ASEPLATE f0 Z 5/8"X 2-1/2" ° ° ^ ° ° ° ° FUPAMINGWtk DECK10 8 X�/4"SM5 ° (4) 5/8"X 2 I/2° - WEDGE 60 f (�ANCNJDS MEMf3EP5 fr rns�E n s leer IMn>n zoNe ,- CONNECTING THE (4)-E/5 Lf+ 112CNODS N s ' CSASE iD/LK AfTACNED f01}E 6'. !.T5,8 Af 6iE ED TO '?E DECK VVITN E51 NV,1101J c > , °• �ASEfDACK f0 THE `' €- OUf51DE EDGE OF CONCRETE Af3 CONNECTING fNE CSASETFFlCK TO a 5.25 MIN CONCRETE FOUNDATION 1Mf}1(2) Z)LL3�8 LE12GED LOK -. VVS @ 24"C/ •`- CONCDETE FOUNDATION AT FOUNDATION 5.25 MIN ON GDA12E OD tHE FOUNDATION AT EACN COLUMN M�� 5/5"X 2-1/2" VVE12GE(SOLE+ OF �' t' FXTEDIOD FACE OF EACH COLUMN(4-TO-K) _ _ ' DECK C SEE DEtAII.I6/5 4 FOD WEDGE �r ANCHOF Ga f5 @ 24"C/C (2) #12 X 2 I/2"WOOD c 1:'WS @ 24 p ; 1 C FG ,, j'4 7_.o�. �oLrsPACING> COPWE,P05T TO FOUNPATI0M CONNFC110N POOP\THI?E5HOI-P TO FOUNPATION n00 I'F c/c ��'h ." " f'� CO �J �.a...'..'4�® �NEp COLUMN TO FDUNr7ATI0N CONNECT ION � POOP,TFIf?FS�IOLn TO�'FCK I� � ` 5-a � �i� ••'�.' r CHAMPION'5 5AN7'VICH 3#B X 3/4"5M5 Af PANEL W/ 3 3/4" GP 6" fHICK 5ANWACH 3#8 X 3/4" 5M5 Af PANEL W 3 3/4"OP 6"fHICK 3/4"OP 6"PANEL POOP 6#8 X 3/4"AT I-yEAM FOE WING ZONE 1-* (3 EA 51PE)Of PANEL POOP 5Y5TEM 6#6 X 3/4"Af IMAM FOP WNP ZONE 1* (5 EA 511?E) OP 5ANPWICH PANEL N # 5Y5fEM 8#8 X 3/4"Af I PtAM FOP WINO ZONE5 2-4-(4 EA SINE) 8#8 X 5/4"Af I-DEAM FOP VV1NP ZONE5 2-4 (4 EA 5117E) 8 7/4„ *W-fAXIF A q rT 5 FG GE51GrA 11GN 0 1'ArJD ZOP E FA5CIA PEP 8 OP 16 *�ff fAMF A 5 frf�N M561,4MON of MP ZaJf W @ 24"f&13 #6 x 5/4" FASCIA PEP #8 X 3/4" J v 80f16 ` 0. a m J NEAPEF APM 1 HEAPEF ARM #8 X 3/4" (A o PEP 6 — ' PEP 6 / @ 24"W f / W Q M FASCIA PEP Io OF 16 z #8 x 3/4"5M5 @ 12"C/C l l z' #8 x W 4" 5M5 @ 12"C/C — ' #, K 3/4"5M5 I # .X 3/4"SMS H 1 LL NEAI7EF EASE PEP 5 @ 12"C/C @ 12"Cl C 0 >- C NEAOER f3A5E PEP 5 #8 X 5/4" 6EAP5 ON COLUMN 1-5ECnON GIPP PEP 12 CONNECTING NEAPEP CONNECTING IfAOEP V R SMS @ 12"C/C bVINPOUV/ POOP (3)-#8 x 3/4"5M5 EA SINE HEAOEf APM PEP 6 fO HEAOEP ARM fO HEAPEP ARM W O CONNECTING HEAPEF TO #8 X 3/4"5M5 @ 12"C/C HEAPEP GAS NE/OEf ARM PEP h #8X 3/4" 5M5 @ 0 M 3 -#`x 3 4"5M5 EA FPAME NEAR PEP I-5EC10N ANO I-5ECnON TO PEP 5 #8X 3/4 SMS @ I6 Z r (5TOP5 Af FACE OF C/C EA 51PF CONNECTING 24"C/C EA 510E :IPE CONNECTING I ACJEF INTEFMEPIAfE COLUMN FOP NEAFEP BASE CONNECTING HEAW � u TO M50M HEA COLUMN) OER TRANSOM PEP 5 0 INIEPMEPIATE CHUM WINO ZONE I OF I-COLUMN PEP 12 UV1tN FPP�"CIE EXfPU510N PEP 4 f0 fPAN50M 96 OP'VMNP ZONE I OF COLUM PEP 11 &2 (4)-#8 x 3/4''5M5 EA 51PE JAMB PEP 2 OP P05f 5LEEVE 5/8"IN5ILATE12 GLASS IJMIf WITH 4)-#8 x 3/4"5M5 EA OF 17,18&2 CONNECTING HEAPEF fO ANP CAP PEP 17 ANP 18,PEFEP FULLY TEMFFITP GLA55• 5-514"EP5 COPE IPE CONNECnNG HEAVEP I-5ECTION ANP 1-�ECVON r0 WINNOW/ fO TVI-E5 5 ANP 5A TO 5ANFWICH PANEL V 1'0 INTEPMEPIATE COLUMN IN9PME01ATE COLUMN FOP, POOP FfAME PETEFMINE WIEN P05f SLEEVE N�A17E�rr GLAS TI'AN50M CONNECTION °A H�A>7�p 10VPAtLC'ANSOM CCNN�C110N OP WIN,ZONES 2 4 VVINP ZONE5 2-" HEAP PER 1, I5 FEOUIREP. 5,3 s-3 *SCE f� U A 5Trf 5 NIP Z_a�C *%r TAM A 9tff 5 fR l'AkV ZaT e 51AN17Ap17 HEA17Fp TO CE NTT COLUMN CONNFC110N e H�AOEp WITH 1-51 CG ION TO CEN1Ep COLUMN CONN�C110N M50M - 3_5/4"EP5CoP o Exm%510N PEP 4 ��5/8" INSLLATEP 5AWVVICH PANEL 2 CC P05f SLEEVE COVED PEP 17 #8 X 3/4"SMS @ GLASS UNIT #8 X 5/4"5M5 @ 16"C/C O T #8 X 3/4"SM5 @ � �� � EA`%TOE CONNECTING f0 � +� # � #66/4"5M5 @ I6 C/C EA,ICE O to U) (3)- 8 x 3/4 SMS EA 51,E fPAN50M TO GIFT I6"C/C VEfnCALLY c CONNECTNG— I PTAM 5ECn01J C J CONNECTNG FPJ ME CO_NTRAC G COLUMN TO I6 C/ TPAN50M TO GIFT GIRT PEP 12 -�3 AM GIFT PEP 12 oQ 13 a ;AW5 TO COLUMN EASE TRACK FG'P UVIPJP ZONE Z. a « W FPAME JAMB PER 2 OF FVAME DAMP PEP 2 #8 X 3/4"5M5 FFAME NEAP PEP 1 #8 X 3/4"5M5 a c G (4)-#8 x V 4" 5M5 EA 51,E @ 16"c/C @ 16"C/C ;' Z I-COLUMN PEP 12 P05f 5LEEI/E PP 18 $ •- p cONNECTNG COLUMN TO M WE NEAP PEP 1 O 3 #8 X V 4"5M5 @ f3AA5 fPACK FG•F WIND ZONE5 a ~ I6"C/c VEfnc%1 L v EW'P,NPEF BASETR/, K TP.AN50M fO WINPOW F M� °z PftL TP^5 . .ti TO WINPOW I FAMME _ « W CONNECTNG FPAME 2 4 PEP 7 OR 8 ,. 4 3 w y JW05f0001.UMN rFrrcil=nserr r rnnnia.f O N WNNOW/ F0\ #8 X 5/k"5M6 @ 1WFOVV/ FLOP 48 X 5/4"5M5 @ a is C�NT�p COLUM pit?12 +2 TO 6A5� Gt% CFNT P\COLUM F' F, 17 I8-+2 TO PA5�CONN�CVON FPAMF 511.1.PEP�`•. 'c/c FFAME 51LL PEP 5 16"c/C a 3 4"51L1,5fcnON _9"51LL v #8 x 3/a PEP 10 #8 X /4 SECnON PER II @16"c/c , @16"C/C.� I-COLUMN PEP 12 IVIfH F?.AME (3) #8 x 7/ 5M5 A S DE CONNECTING,C�A`k f0 I-COLUAIN PEP,121VM I FIZNAE r, I f3EP,M GIPf PFP II DATE:�11/14/13 JAJ�1P3 PEP 2 OP, JAWS PEP 2 OP,WFE PEOUIPEP #8 X>/4" ,• -1�F,.M Glff PEP 12 #8 X 5/4" INTEPMEDIATE COLUMN FOP'^I )ZONE 101' y 16 /C Ih 8X, 4";MS _j P05f:tEEVE MP CA° PEP,17 PEP f/�LLE5 6 41FU,/5 5, "C " �-# �/ 4)-#8 x�/4" 5M5 EA 5VE CONNECTNG EASE TO SCALE:NTS AND 18 P05f SLEEVE hh ',-rx, PEP 17 5/8"1.%ATE17 f2l,N5GM EXIYUSIO� I6 C C IPJTEFMEDI/1fE COLUMN POP,IVINi ZONES 2-4- AMA 18 [A'I A`�5 UNIf PEP 4 1 1 EXPf,N;>;F PER 7 r-rr v�:I r n�.rrr�-_:>���m��i�x.rN Drawn by:MJG SMiPi4VL'I P/NEL C.IAVNEL PER�� MIN 12"111PF cOM.'l T%�i0(INU FWN)INr'n WINDOW FFAM� 10(.LASS ft� WALL REV: DATE: 8 C•N OW n IE FFO ff I INf OF n IF I oc^'HfY Of "MdN IZ"GFI CAVLWITIF W110f,/FF 15PFFPFP. 3/8"11,6h Ail bU1Nb0bV�C?AML TO pfWLL KNLL WALL IWd III f5 f&L` PEP I it 4"FP5 CC F. a It.'i J a o 4/c I' SHEET: 3 OF 5 r(E OF J \ Ir' lii}y /II"< il4,ri • I �' �I i I I :S U:�1PJ Fr;'I,NI%1( :'N 1 1 rN1r1<(c i IaMN 1 1 K II G,I KNkf= WILL I /�Nh kf l:r= 1'V 11. 1 l-,A - 1 I �/50116 RvoF PAsaeLS To Y3t$AM ) W ALA. A-t'TAGliPAC--N" -S �)"�A1.L 115- S.,.3spEc-7C'D 't}jE C11Y. I` J a � I d e CD O m . I , I 1• Way zLO . errJJ1Ji� z s 7J'I F q 51'FET 5 FG .,]-I ch"[f`Fk1N(G Cvi-,NN r mnmmx "` A.�It�ti� MA IM;A1,.01._,NiN PFP IL&%C,c I1Ir3&21:firF iv � � � � � SPi'e I`JG AJJp 1-x1'_F5 GOGF 1/V1 F 9 51f.Ff 5�01.'M/%xIM..M Z z N z 5/JJD'H SI1FE1 PJIf NIT HIT 1" PO✓117E 3.00kING W a m tJl( dJlf tJlf O r- _ I"C,'P/d l . : F 7.7� li 5 , 5 3 -I �111 EnVEN IVW l IVHLL EXISiIIJG Z a 11FiCNT5 ,. . ; -.L G'1 u.. 1• & C r & xLm z FOM FOOM5 W11N 5TFUCi'UM PANEL VVING5 r V✓N/hJC M 5TF ICTUPE 0 v a ro 8 OAT KNE.1VY�I 16 AFU.L WICAKCOI-;MN IS FEOUIFFp FIMEFE ALI ObVAG-'-E GIFT 5_, KNEE IV/J-l. c 5 s 5-a is r s N ' u.� 1 5- / SPhiJS/Jff 1E55iWN rHE;uGM FFG�EC110N. SEE irv4.E 6 � p00F COMC11t; 1'011W�p FC?AMMrt7 WALL GIPf _ ,r��. SHEET?rOM rvLOrVr G'LE :PAN5 `" / J J COMNEF C01 uMN PEk J FOP GLA55 OF NON-5iPUCTUM PANEL WN65 20, PE5IGNEp FOP H r�L HEIGHT CL�GMN M Sf LE PMO✓IGEp H1 A MINIM M v a 5PACING'� COI.SPAYING COL 5PACIN6- ��aPAYING COL SPA INC'- Go-5r'/;rING- CO-5FACItJC COMGINAnON 0r 2/ZX 6LOCKING A11fk'I1F910GE1NEP fir, rn:�e a Foy nr�_ow, €�0_�r�u�5-��sl,r� MAXIM'M P05501-F *"1, TO,W-1•J r0�AtLa vla r cc�,noa �F n., 8'C/C. :,rc r�l�s� ?=0r.r��o.��c Noh��o°a�eCJ;?sib�a LNJ�nG.irs• tVIfN 2 P;,1 V5 OF 8d N/VLS A18 C/C FOOM WIP11-1 AXIAL LOAP DOOM FFOJECfION UT A5 CLIF ANGLE ATTA'HING '~ C PETFMINEP lit'I Eh7EF 5/I6"X 3"Lk(4 SI' A1IACHING THE"ClEF 10 FArN O N rVONT � rvA-ro� AP/C11Y)HNI7IMND i E �ipr ���v l� PREP1HIL HN!7 A11,�NINC 1NE N/NCFPf0 iNE f3LOCKINC PEP a C9)CI{Od NAIL EACH LE( O 1 a I nl IG r�,c I GSUt? I- 'GNE 4 CPEP 1/GLE H (Z) I/1"X 3 3/q"NIL11 iNE YNF71A E f�EI,OIU 0 T W 'NEE1') WK-CON II ANCHOP5�I2" H/J�IGEP G� PE2 9 OF I: +• p rLASNINI AS _O U) WIND MAX DOOM PFOJEC110N 2 5E15 OF 5/16"X 5"LAG 5CFEW5 WI'H I"0 VVA54F (5)-#8 x 3/I"SM5 AfTACHINC I-f EAM5 FEOUIFEp C/C FOP FOOT MX11ON (3) #8 x 3/9" 5M5(f&I3)AffACHINCA O Z ZONF- (m I6"C/C CONNECfIIJG EACH W9 OF THE WOF f0 PANEL(T&6) & #8 x 3/�"5M5 @ LGAJS I1Pf0�100 FLr I-6EAM5 TO PANEL& #8 x 5/All 5M5 @ d 3 F 1 1.1 X WOM W TH PIAFHWAM fO A IM13FF FFAMFP 5TPi CTUIT 12"C/C INFO PANEL �PVH r0 fkr V 2 5fff G-07,1 12"C/C INTO FAKE;C T&f3) EXISTINCn FSP Z H V K00'r KE3 rION LOW75 OF PU55 TAIL, C W Z 1.0 X FOOM 1'V1GM OFo r 2 5Ef5 OF(2)-1/9"X 3 /9"HILfI KWK-CON II+ SANDIVICH PANEL POOP IV/ 3 0.9 X FOOM IMpTN 1NEFMAL "H" 1-6EAM5 Q 200E PAJJEL o 9 0.8 X FOOM WIpm HNCHOP5 @ 12"Cl C CONNECTING HE ENp OF THE j O Z FOOF PIAFNPACM fO A MA50NFY 5fMUCfUFc. 3'-0"C/C LL 358 LFpGFF LGK 90YW51VIfN I"W16HEF OF O a E a VUTOTOMA5ftf5l�0�'VW70W 5/I6"X3"LAGYFEIVSIVITHI"IVASfEF o *0 _ t�e�iaW IOa 3 uz 0 Jr CONNECTING MNGEP fO ZX BLOCKING WTH 5PACINC, z �+ IT nM P 2 A50r -5 Ar ExT6 FEF rGLLObMNG TABLE 0 _y a 52 l`JNL 5'< VIAL 5-2 ACC r L W FOOF FACTION / 100 150 200 250 300 350 450 N01E5 EXfG FACIA t j J PE09 I. WOOF FFAMIi 6 SHALL HME A MINIMUM 5PECIFIC CPAVITY-0,43 EXTG 5PACINC 1611 16" 12" IO" 8" "' 2, rOF FAFfFFS/ TFU55E5 Co16" J Cl C/C 1NE MAXIMUM .LOWAf3LF PATIO 50LIp OF GPOU1E2 6LOCK Iv/CL (IN) FOOM FOOF FEAC110N LDAI7 FOP iN15 CONNECTION=400 PLF & OF SfFUCTUFAL RICK 1VA1.L POCr'TXT1GN MOM WUF 2 9ET 5 i, DATE: 11/14/13 o I• 3, F02 FAFIEFS/tUM55E5 @ 29 C/C Tff MAXIMUM ALLGINAf3LE FOOF I• •I 2 WOF t0 MA50NpY WA,. CONNFC110N PM WACTION LOW FOP fH15 CONNECTION-35O PLF SCALE:NTS q. A 5'WIJCTUM ANALY5115 Or 1NE EXTG FOOF FMAMING WWP5 o A131L1T1`fO CAWY THE NEIN I LOkO515 6FYONP fNE SCOFF OF1HI5• � I• CAVALL OF j Drawn by:MJG i' o ENCLOSU (LOAJ7 PACKAGE AMP 51-1 V1 0112 PE PEFFOFME12 PY Of5 Io 1NALL OF FAfIO ENCL05UFC , REV: DATE: o I•I o o o o I• 3EAPING) a CONGITT 5LA6 ON�FApE V A110 DOOM e00F 1O MCA k00� nWL o h 12 TK 5MW5 FXPANW PEF 7 EXISTINCn o I•I , r I•I GMAt7E , a' < #8 X�/9"5M5 @ 2k" SfMI1CTIIFE ATIALHING FOOF a o v f0 5112 1Wp L ANp C/C VFFfIC&I,Y f0 HEAGFF PEF #5 — „'' v'_ I/ "X 2"I-A6 SCFEINS C SHEET:2 OF 5 * P f/dL510,15& CONfINUOU5 1.> A' I-COLUMN PEF. I6"C/C INTO bVOGG FMAMING 19/5-4 f&13 _ I I F0011NC fO 13FM ON A FIPM 51A31.F OF FFAMF J/W� I/�"X 1-1/2"MU5HFOOM . ' SJ6GF/V7E HAVING A MINIMUM SAFE 6EAPING #1 tp,• �' E 6 1NALL OF ENCLOSU LONGIfLpINW �— CAFACITY OF 1000 P5F•Tlf FOotING 5vu PEF 2 HVV ANCHOF INFO MA5GNFY a ([,OAP 6EAPING) PANEL JOINT G 1 0 ' '—� EXTENP GELOW 1HE rFO5T LINE OF 1 s* !•' e�a��' Q LOCALIf1'DUI N01 LE55 fWN 12"6ELOIV 48 X 5/ill 5M5 �; $ /�—WALL OF EY,TC STFUCTI PE r:•.. :w DOOM IVIpTN CONIINUGUS PEFIMEIEF rOOfING GFApE, 29"C/C �. VEFIICALLI' ......... ............ .. .y MOOF 1, 1N �'.--�;• l�; �;.:::� •`,y--�. I UC N�t7 nJ 1�0011Nr1 n�T/VU "APM L, i"0 W6 511:UMVV COMNI�CTIGN r)c At �'i ��% .� N I" O 5 375" W G `s` J 0.062" Q 0,062" 3,7�h1" �_ O q 0. $ m 10, v N O ^ I L 0 N V� _ � U)W Z H z O WINDOW/POOP,MW NMD O WINDOW/DOOCP,FpAMMi JAMB O WINDOW/POOP�t?AM� SII U ®1�'AN M�t?AM� O NWA P,6A5� W.j a o C1 � ©H�APFP XM W a A —2,050"—Ilry 2 _ d 2,500" 2500" = r V 0,055" 0,055" O O o - _ _ _ 0.080" 0 Oco G -T� 0,080" Foul 0 OO R O J z N W O a" EXf'ANM, O a cO M O� _SECTON M�pM � NON-iNPM I-S�CTON 0 0°z 0 v H W N 0,515" O rn 2,625 1,000" �`�Qz��� C a � 2 000" 1115 0.062" G DAT�11114113 G SCALE:NTS G,r_80" - OI i� Drawn by:MJG � OST S�EVE,!WING I'A1tEl.UP REV: DATE: :v - 9 O �a 0 SHEET: 11 OF 5 ISS O . CIiPNhEI- Iv �, ail i Itj � �_, • ��� � ..:.. . . . . ....�