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WS-08-1291
Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 452 NE 92 Street Miami Shores Village, FL 33138- Owner Information BRIAN WADE Address Expiration: 01/21/2009 Parcel Number 1132060140040 Block: Lot. Valuation: Total Sq Feet: $ 2,300.00 0 452 NE 92 ST MIAMI SHORES FL 33138 -3155 Contractor(s) ALL STATE CONTRACTORS LLC Phone CeII Phone Phone Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $110.00 $6.00 $2.75 $121.15 Applicant BRIAN WADE Available Inspections : CeII Inspection Type: Final Shutter Attachment Final Shutters Window Door Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 25, 2008 Date Friday, July 25, 2008 1 121,10 1, . lath. Miami Shores Village 114 tiff* Ivack- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nl BUILDING , Permit No. N vv RA 1 PERMIT APPLICATIO FBC 2004 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Contractor's Address 7(e 0( -Cc-e 4 s 6 z Y City No z44" & ah // e r State P' Qualifier Name 4i ∎ o G /44 hit 54' Value of Work For this Permit $ 2.3 00 00 Type of Work: DAddition ❑Alteration Describe Work: - Je 4- Qc ! 1e* e $ L ( --(24d /Us .X Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Permit Type (circle). ; Buildin Roofing /2v 71/41,0,41 v Owner's Name (Fee Simple Titleholder) 4,4 �- Phone # Owner's Address 1 7 4 502 / c .1# / iZ4JJ City 1.-(0 / f/'4'( State / L Zi l 3 •- f'/ S - Tenant/Lessee Name A Phone # A(//4 /! .. 5 2 0 - or ( eon® Is Building Historically Designated YES NO X Contractor's Company Name #L t 5444 4-e C6 c j-- L Seg. e" 2.vp ,(.7w /t iC 7 Qlr. State Certificate or Registration No. e...6 C «s YYc'/ Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # ❑New 'OA kLLIJ /iv vi S /10 (, ZdNO /ite ********* * * * * * * * * * * * ** * * * * * * * * * * * * * * * * *F Permit Fee $ C®a;ur Pg0ou Master Permit No. County Miami -Dade Zip S7. 77 cy 13/ Phone # 34)S q 70 /S4,?. Zip 33/ V/ Phone# 3'C 9 7a epair/Replace A C 0A ea Square / Linear Footage Of Work: D Demolition c.., i n r�fx,e) :1:9-ra *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Training/Education Fee $ Technology Fee Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City o /Z gu (Revised 07/10/07) Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who i ersonally known to me who has produced As ' tifi PUBLE I 'rA O did L ORI D A oath. NOT Y ' I L IC: David Fabricant Commission # DD417122 ` lll Expires: MAY 02, 2009 Bonded T Atlantic Bonding Co., Inc. My Commission Expires: APPLICATION APPROVED BY: 14 07= -itin Fp. 5ei e . -647 8 State G Zip �2 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FJ.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Contractor The foregoing instrument was acknowledged before me this 7 day of ea ly , 20 (, by f ''j 4 - c ec �A who is personally known to me or who has produced i L as identific age nan who did tak an oath iNI PUBLIC -ST ATE OP FLORIDA NOTARY P : IC: David Fabricant Commission #DD417122 Expires: MAY 02, 2009 Bonded Thru Atlantic - : Co. Inc Print:) l O /9 a tzL' 1 My Commission Expires: ************+u**** ** * *** *** *,x**** *** *x **** ************* ******a:+x********************** ****** *s:*:x** **:x******* Plans Examiner Engineer Zoning Date: Claudio Grande CBO 305- 795 -2204 7)4 /6 Miami Shores Village Building Department 10050 N.E. r Avenue Miami Shores, Fl 33138 Tel: 305 -795 -2204 Fax: 305-756-8972 Permit No: RC- 0 g ®''l 2._q 1 Job Name: (AVM Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new s /doors dmoilhataideidiedimittem I ressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. //, Dc/ 0 T"S4)J%1/6 ,pD di2 /4 G /z ___ - /),q1/6 f H7'r £ / 1C 1 / 1V/ Po o zci6A/ 7gft c S <;a1 (.7.0 e 1pZ L. L <<7e'1i 4(/t417:0 ` 2006 Supplement oft& 2004 Florida Building Code - FINAL Table 1609.6.2.1(2) Add the table to read as shown: TABLE 1609.6.2.1(2) NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING), P fElposure B at h= 30 feet with I =1.0) (Pgf) Vitlei, 8/22/06 ;4/7 tr,4-4_(),-( 5 (x /, 2 For SI: 1 foot = 304.8 nurL 1 degree = 0.0174 rad,' mile per hour = 0.44 m/s, 1 pound per square foot = 47.9 N/m Note: For effective areas between those given above, the load is permitted to be interpolated. otherwise use the load associated with the lower effective area. 79 z�N e EFFC WINO ALMA BASIC WIND erenn v imph-3-3628441 881) BS 00 100 ' 110 120 130 140 180 ' 170 1 53 .13.0 5 9 - 14,6 7.3 -18 0 ; . 2111 I in 5 259 124 14.3 -35,3 16.5 -405 ,, '11 20 & I 5.0 -12.7 5.9 -14.2 69 -175 8.3 .212 9.6 .252 114 ;9; 13.4 -34.4 .. -364 ' 16.8 - 511 7 1 43 -12.2 5.1 - 13.1 6.3 - 166 ' 7.6 - 20.5 . 1 4.0 -24.4 103 123 -33,2 14.1 -38.1 18.1 -48.9 1 100 4.2 -11.9 -47 511 -16.5 7.6 -19.9 6,1 -23_7 97 -27.11 114 -12.3 11.0 - 37.1 16.7 . at.e. 56 24.4 7. 302 .6 365 1115 43 5 124 -51.0 14,3 .50,2 16.5 67.6 21,1 1172 .40.5 s o - 21 6 66 -2711 63 -726 9.6 -3141! 11.5 -45.6 13.4 -576 15.4 40 7 1' .8 .78.13 -16.4 3.1 -18.4 63 - 22.7 1.6 -273 • • 0 -32_7 10 5 -38.4 123 -443 14.1 41.1 18.1 - 14.1 1.7 15.11 5.8 193 7.0 23.6 8.1 28.1 1 .72. . .0 11.1 38.2 1_ 13 136 16,7 56. 328 56 1633 7 *4 1 10 . 50 165 654 12.4 7615 14.1 80.0 16.5 1027 2.1.1 111.7 -777 40 -303 611 -37 6 , 82 ASS 6 6 -34 2 11 6 - 3.6 11.4 -718 I4 4141 19.8 -108.7 19.7 5.1 22.1 6_ 273 7.6 11.1 6.6 3133 165 6.2 12.3 533 11.1 615 18.1 76.9 lea 1.2 11.1 15.4 5.6 19.5 70 73.6 84 283 0.7 13.0 11.1 311.2 11.6 43.0 16.7 56_1 10 7.5 11-9 a6 133 10.4 16.5 (I,. 19r) 14 0 -217 17! 27.8 76.3 3'1 '33 370 Atln 47f, 6.14 1 1.6 1714 111 161 11. 1 1 11.6 2311 16'! 276 18.5 311. 21. 46.9 ' 233 163 4 80 6.0 -11.1 6.7 -123 14.2 -15.4 10.0 , - 12.6 11.0 -222 13:1 - 26,61 18.1 _KU 1 _S _2437 23.11 - 44_5 In. 100 IM1111211101111111111111111193111211121121100111111 rill NMI PM ID" IIIIVIEffilit211 2 00 7.9 -20.7 6.4 -23.2 0.4 -281.7 , 12.5 1E11 14.7 ime 173 -48.4 293 -S6,1 211 IrCIEZI -4 214 iszirri IffIllE1 ,46 .67 4 2 111 64 EM 1 1 , '1. 4 4 4 uorimEirin ii A ins 16.1 -344, 141 4 6 -1 i 4 2 46 6. 0 IBS 6? .321 . 11 2 1111112IIIMIE 1131 1.44 -36 4 16.1 434 - 7 134.1 1111 I ... 1111111111111121111011111111011112111111111112310131/1111111211M131111ENIEzerranteni in 2 1'. -406 2161 -44 4 1114 -4 141 -11 4 1444 .61 11 16 4 -1141 '114 .441 '44 -414 41111 -146 1 3 26 4.11 - '116 13 -4'3 II 4 -3 6 ' (33 4 ,11 434 -541 163 43111 I11' .4 33 '(4 1113' '14 114!! 4 1 30 633 -26.0 6 ; -234.1 82 -36 1 10.0 43.5 11 11 .514 11 4 - 613.4 16.1 - 'MO 183 411 11 2 . .111.1 Mill 1. 1131111=1111111fflINX111012103111121111111111115211111121MMIllta 13111131111112111111111331 1 10 11 4 1 -.1411 1 -4 4 -(34. 1161 -14 11 14 IA .41 14 - "1') ' r 4 - 404 4 4 -41 4 4,11 -4111 ' 416 - , -,11 i 30 11 4, --/ ' 3 134 -(411 16 0 -131 ('3 .3 9!? 111 -34 6 ; s 31 -94 :0 .33 5 36 0 .1113 463 40 .4 1 00 1 11 11 34 123 , 138 1% -119 166 - , :. 1 1 ' .71 -12 X 34,1 ..2.118 4411 .11 34 6 4341 .1. 234 .43434 EMI 1. 11111111112111111111112111 MEI 1121311111111111111111111111111111 Ell EMI B21111 Nell 11111,11111118111 Ili m 11111111111111111.116111MIM111112111156111111111111111211111111111111111111913 men rietimri . . 1 ! 4 - 1 3 % 1113 -14, 14.1! - PIP 1 1133 p '4 3 , '4 11 ., " PI '1.1 .4411 413 - 01 4 16 IA pe.11 1 PM A p•141 1 $LQ 11 641 11 1 "13.7 1Z 2 -113 134 -16 PA 1631 27, 9 2'2 2; -272 240 -12.' 197 -37. i 34.6 "47 1 44.1 "1431 - om 10.8 -13.0 12.1 -HA 14,1 -1 411 18.1 -21111 213 -25.9 25_2 -49.4 29.1 -35.3 33.6 -403 47.2 -510 rill IBM . 11111111111111111 MS -14, 1. " -17 12111111 1 11331111111111211112111/1_ ISIIIENI_ 1 7 0 115111111,111EIN 30 - 10.3 .16. -rtriimenti ,,,-, 1c3Ini.,4,13 . IA -14,4 3637 rEINIEEN -58,1 WM 00 1 11 IMO 12,5 1.93 13,4 11 260 -12,0 3u2 -37J 1111111ERIFfill .9 WA i. -WA -1341 1_I PHI 14- 1121111111111171 21..5 PIO 25.2 -30.4 724.3 Effie 33,0 Effirttl -!.. 10 PIA 11 111111111111111111111111111 BIS Nil 1111.121111111111011112111111111111111111 NOM RINI rsirtioresrmil arT-16 'Pe 124 -13.5 1339 -15,1 172 EfEllerillai 24 7 -24, 2941 -31.6 33. ...345.7 412iiitlitrill .^34, I III so I I 45 .119 13 0 -143 161 .1 6 1 . ' .:1.1 : :3 '54 ..74.4 116 -34.6 162 -3137 46.6 -3143 Iry 11 1 12.2 12 .12, 1 .9.1 .61,11 ■ 14.5 -204 ..24 2 237 -28.4 300 -33.0 34.4 .37.8 44.2 48.0 111111111MINIIIIIIIIMI112111121111121111,111r11111121111111111181111111111111:111011011111M111E31 a to 31 -17.4 1437 -19.1 140 -24 1 • 21.4 -29 .1 . 226 -14.7 1111 -40.7 .. 3 -47.2 403 -4:1 32.0 - OM s 26 l'.4 10.2 13,9 -182 17.7 .22_3 ' 70.4 272 747 '124 296 -180 33.7 -.44.44 167 40.3 49.6 -64,0 5 r Ire ill 116 117111BrIll •14.7 3311 -1 ,3 1.6.1 . 3 1 .246 232 -2511 27! -34.3 _ 16 . •394 IESIIIMIN11111911121111 -4. 7 6 46. .0 5 7 NMI RINI 011111121111f11111112111 220 111111111111111 30 . 300 9.7 - 1944 110 - 12.1 11.4 -14.0 091 -18.1 1 q.3 -21 .3 77 4 -23.2 20.2 -79.1 10.7 -33.o 38.8 -41.2 2006 Supplement oft& 2004 Florida Building Code - FINAL Table 1609.6.2.1(2) Add the table to read as shown: TABLE 1609.6.2.1(2) NET DESIGN WIND PRESSURE (COMPONENT AND CLADDING), P fElposure B at h= 30 feet with I =1.0) (Pgf) Vitlei, 8/22/06 ;4/7 tr,4-4_(),-( 5 (x /, 2 For SI: 1 foot = 304.8 nurL 1 degree = 0.0174 rad,' mile per hour = 0.44 m/s, 1 pound per square foot = 47.9 N/m Note: For effective areas between those given above, the load is permitted to be interpolated. otherwise use the load associated with the lower effective area. 79 2006 Supplement of the 2004 Florida Building Code - FINAL Table 1609.6D Delete table to read as shown: 20 25 39 4:89 1.05 40 43 1.12 38 4:16 5.5 149 60 1.22 1.35 1.15 1.19 1.53 1.56 4 1.62 For SI: 1 foot — 304.8 mm. �.. . Y: .. .... -.. Table 1609.6.2.1(4) Add table to read as shown: TABLE 10.6.2.1(4) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE. (74 8!22/06 For SI: I foot = 304.8 mm. a. All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. Table 1609.6E Change title to read as shown: Table 4609,6B 1609.2.1(5) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITII A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) [Remainder of table unchanged.j Section 1618.9. Change text to read as shown: 82 ❑ Contractor wner o Architect Miami Shores Village Building •Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT PERMIT #; W , 2 C �( DATE: 2 a (2- 0 9 /*/1 }A/D Picked up 2 sets of plans and (other) / 1(/° . S�Z— / L �i �i7 Address: 72 / i From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to continue permitting proces Acknowledged by: 1/19 PERMIT CLEARK INITIAL: I. RESUBMITTED DATE: 1 7..%16 PERMIT CLEARK INITIAL: Leo k . JUL 1 6 200 J j ij E3Y: ° • • •• •• GENERAL NOTES: • • • • • 1. WORK PERFORM A.THESE GEN? , REGCALL AP 8 STATE AN ULATION D.NAT1ONAL UN 2. ON SITE THE RESPON • • • • • • • • • • • ••• • • ••• •• •• • • • • • • • • NG:• • IN PUNS OH' • AND D OF FEE • •• • • • NSmt C • • • • • UT THE COMP E ANO COORDINATE OF THE+ NT' E • • MP111.1•REIO •IT TO THE AROFRltc1 '` • WORM • • • • • • ALL 5. ALL CONDRION� A AU•API�A9LE• RE • GEREASHT • •IM: JHE• • NTR CT • SE 4 OWN SPECIFICATIONS. SHALL COVEN E, OMISSIONS: I4 THE EVENT THAT MEAN FEATURES OF THE CONSTRUCTION CONS CTTI S SHOWN HALL BE OF THE CHARACCTTERTER TM AS FOR SIMILAR COMMONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHER9SE, SHALL BE PROPERLY PROTECTED AT ALL 1545. CONTRACTOR SHAD- P011AW AU. ACCEPTED METHODS OF SAFETY PRACTICE ANO PROVIDE ALL FENCES, 0WRRICA001 ETD. AS MAY BE NEEDED 10 PROTECT LIFE 1040 PROPERTY AND AS MAY BE REWIRED BY AUIHORR1E5 HMO JURISOOTON OVER HIS WORK. HE SHALL. REPAIR AT HIS N W OOST ANYDA TO THE PREMISES OR ADJACENT WORK B. 01g0REPDXJ5BH THE CONTRACTOR SHAD. FAMLARQE H94SELFWITH THE PROJECT • AS TO T UGKLY UNDERSTAND 1145 CRANES RK. NIT ANND Nil SPECIFIC/CMS, DISCREPINCES AND OM METONS SHALL BE REPORTED TO THE ARCHITECT PRIOR ID THE COMMENCE/AEC OF ANY WORK. TT IS THE RESPDNIBIJRY O AS I E CONTR 1440 1AR�55 WSCREWENCEES AND MONSOONS It BEFORE COMMEND= WITH THE WORK, THE CONTRACTOR SHALL FILE WITH 115 OWNER CURRENT INSURANCE CEROFlCATIONS IN THE AMOUNTS REQUESTED BY WE OWNER MR WORKMENS COMPENSATION, 00MPRE4iFNSIVE 9ENEBAL MUM BODILY INJURY MD PROPERTY SHALL MEANS? FSEFY THE � N .IND TH ARCHITECT � � �N4C R COSTS, CLANS, SUITS, ANO JUDOEMEN19 FOR PROPERTY OAMADE AND COPE INJURY, (INCLUDING' DENTAL). AMMO AMMO OUT THE WORK OF THE 10. OMMSICFS: IN THE MDR 114AT CERTAIN FEATURES OF THE ODNSTRUCRON NE 1407 FULLY SHOWN ON WE DRAWINGS, THEN THEIR COMMONS BE OFF E SANNE CHARACTER AS R 998.95 11. ALTERI10 STRUCTURAL. MOMS NO STRUCTURAL MEMBERS SHALL BE MATTED, NOTOH5D CUT. KEG' OUT, OR RELOCATED *M140UT PRIOR APPRL9JN. BY T MEOW AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED WALL SE NEW AND DELIVERED TO THE JOB W ORIGINAL SEAM 0 0 14 19 55 8 BEARING ORDINAL MANUF9TUROH LABELS. 13. ALL COLORS SHALL BE SELECTED BY 7M ARCHITECT OR OWNER. 14. THE 00N1RA0T05 SHAW. LEAVE ALL CHASE'S, HO1.99 OR OPF7450 TRUE 4511911N0� A S S MA SE NE Tp� PROPER 04 AUA" OF MS R OTHER OWN WORK RS CG' REQ 140940 PROPER N OTHER 0? SAME . TN RASE OF Hai FAILURE TO LEAVE DR OUT SAME 94 THE PROPER PLACE HE SHALL CUT THIN AFTERWMOS AT M OWN EWEN= MESSRS CUTRN9 SHALL SE PERMED NOR SHALT TU 14545555 55 CUT WITHOUT THE COMMIT OF THE ARCHITECT. CONTRACTOR SHALL SE FULLY RESPONSIBLE FOR THE COORDINATION OF AU. WORK OF HIS TRADES PLUS THE 00050)NA1101. REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT 91LL BE SUSREOUEN1LY LET UNDER SEPARATE CONTRACT BY 111E OWNER. WD WORKMAN-UM MANNER, RAT0HIIRO AND E AU.. SURFACES ISERE S CLEAN ALL L SURFACES SN P S YRH FR E OF HEAT AU. DIRT R CONTRACTOR CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE ALL A41ACE:NT snow= WRING THE COURSE OF HS ONTALTATIONS, ALL ISLASS � HARDWARE OWNER. BE 1NRDUGHLY CLEANED IN A MANNER 1 AOCEPT9BLEE TO THE OWNER ALL A AND L ATERAL�I4 BY HIM FOR A p E PERIOD OF NO LESS THA144 ONE YEAR AFTER DATE OF ON GOR.R 1405. SSHHOULD am5 OCCUR As ALL WOW BE D REpLADED OR PROPERLY 95594971 AT NO ADOITIONAL COST 10 THE . 19. ALL WORK AND/OR MATERIAL SHALL BE INSTALLED W STEM ACCORDANCE WITH MANUFAC'R3R� OR INDUSTRIES 55001EN0A1'ONS NM 18. SHOP DIVANOS AM JAMMER FOR 01149 DESIGNATED BY THE ARCHITECT SHAD. 85 9UBMDTED TO 1HE AR0HREOT FOR APPROVAL 18. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHOsES OF THE WORK ARE 001APLETED 5]101183)19 ALL FINAL PUNCH LET EF1E5, REt*RDIESS OF CWNEAS MATE OR OOWPANCE OF THE DW0U.ING. 20. NO CAMS FOR EXTRAS OR GRANGE MORE WILL BE Gym COSIDERATTON UNLESS THEY ARE IN WRIONS 9908570??, THE CONTRACTOR AND WE OWFI AND SEINED BY THE 21. "THE GENERAL. 00NDm0N8 OF THE CONTRACT FOR THE 50145TRUCTIO OF BUILDINGS OF THE ANEROM4 1450511E OF ARCHITECTS DOCUMENT A -201 LATEST EDITOR, ARE HEREBY WOE PART OF CONT14ACI' 000UM'419, THESE GENERA!. 140158 555C1PI .410NR AND CONTRACT BERM THE OWNER AND CONTRACTOR SHALL TAKE 5550 NT/DCE OVER THE ° GENERA. 42040HON9" IN THE EVENT OF A CONFUOT. 22. AIR CONDITIONING AND VENTILATOR PEWS BY ME4HANIOA. CONVENOR. AREA CF NEW WORK NEW 9'-0 WOE PLANTER (2) CAR BRICK DRIVWEWAY BAILEY RE910ENCE MIAMI 9805E5, FLORIDA E10S1RNG USE: RESIDENTIAL 1,940 S.F. INCLUDING GARAGE PROPOSED use RESDENTIAL 1,940 S.F. GROSS L0T AREA: 127.96' X 70.00'® 11,938 S.F. DATA EAST SETBACK SCUM SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF ASPHALT /PORCH AREA LANDSCAPED OPEN SPACE LEGAL DESCRIPTION EXITING 10 -7" 31' -11 4' -7 14'_8" 421 S.F. 5,577 SF THE WEST 1/2 OF LOT AND LOT 8 LESS THE VEST 5.00 FEET, BLOCK 40, MIAMI SHORES SECTION 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 14.6. 52140 STREET ()LOCATION MAP SCALE: 1"=100' 70.0' (2) CAR BRICK RIVWEWAY SITE PLAN SCALE: 1 " =20' PROPOSED 51097NG EXSITNO EXISTING EXISTING EXISTING EXISTING EXISTING FUTURE I POOL S -D" HT. WOOD FENCE 9459 POCKET DOOR BLOCK UP EXIST. DE05 NEW A/C WALL UNIT IN EXIST. OPEMNG SCOPE OF WORK 1) GARAGE CONVERSION INTO A NEW BEDROOM W/BATHR00M NEW 3'X8' DOOR NEW CABINET 9419 ES' -0' SLIDE MSS DOOR NEW RAISED FLOOR MIN. 7 ABOVE GRADE 43 BLACK UP EXISTNG D00R NEW B' -0"W X 4' -0" HT. WINDOW NEW S' -0 WIDE PLANTER AREA OF NEW WORK FLOOR PLAN SCALE: 1/4"=1'-0" f NI Rya! DAIS SY \ z a. y W0.' Pn Z Ow Ea. 41 en 0 y O W I W zp rt —J TA 1 ! DRAWN AL3 8101144 � NQ SHEET A-- 1 OF 2 SHEETS DIVISION 2 STE WORK • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • •• • • • • • • • • • • • • ••• 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2FIWINDER BUILDNO :COMPACTED WIN SAND; NOT MORE THAN 10 PERCENT BY WEIGHT PASSIN1 N0. YiF RAC ;SWINGS N4)i, • • ACCEPTABLE. 3. FILL FOR ROUGH ORAOf00 u U v >gI 01) R ROCK • •• • • • • AND/OR SAND CONrANINA OF a96% SA YR7� l�0 • ROL!k LARGER THAN WALL PASS A 2)4 RING. 4CLEARINO: REMOVE OR MEER IS INCLUDING OESIONATEO IRE' ' ETC. TRIO EN SITE. • • AREAS TO BE COVERED BY BUILDINGS SLAB OR FL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED 10 A MWIMUN DEPTH OF B" NEW AND AS OTHERWISE REQUIRED 10 REMOVE STUMPS, ROOTS, ETC. i COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL G TRASH AND OTHER MUTINOUS I NVI R4..S ARCM SINE AMR •T00CRR! • • • WALL APPROVED MATERIALS FOR SRI GRAONR • • • • • • • BOARD 0. EXCAVATION: EXCAVATE FOOTING TR0N•H44 TM DBPTH0 INOAT*I10N • STRUCTURAL DRAWNGS AND DETAIWE, TRELOW1Een(C•VAI DSMA10UAL • BACK FILL UNDER FOUNDATION IS 1S4RIaCTLX,PRQHiB1iEO • • • SPECIAL • i�+g• OTHER THAN FOR A TY OF .18 ALDESfGNFOMIDATAIS II Et 4,3 •' °LA 0D S OTH R N FOR BEARING ECI A QTY 3F SOIL r !�L P.B.F. 7. FIWNG AND BACKFIWNO: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT 10 A 1RNIMUM OF NINETY -FIVE STURE AS DETENED SY ASTN 01857. FILL O O RMI F BUILDINGS IN LAYERS NOT MORE THAN 12' THICK. WATER MD COMPACT EACH LAYER TO SOLI) MASS EQUAL TO SURROUNDING; UNDLSIURBED SOX. &PROVIDE GROUTS) POISONING PER FHA M.P.S. UNDER ENURE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS *DOH ARE NEW. • • • • DIVISION 3 CONCRETE AND FOUt#7ATWN (8EE STRUCTURAL DETAILS) WNW 4 MASONRY 1. CONCRETE MANSORY UNITS A9.0.M 090 -70, GRADE A, 2. STORE MA7ERIAl UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS SLEEVES ANO OTHER moos SPECTWO EC30WHERE, BUT 40500* 4 N B5 001 IN MASONRY. PROVIDE OPENINGS LDREO sr OTHER TRADES. EREOT BACK ABUTTING CONCRETE WO4UC S POURED UNLESS OTHERWISE INDICATED. Dui NOT USE SQUARE ENO KOOKS ABUTRND CONCRETE LINO T A NC W HORS IN All SLOTS EVERY THIRD t SUNNI. 4. MORTAR MIX 1 PART FORM) Mom 1/2 PART UNE PUTTY. 3 1/2 PARTS SAND. ASTM 0-270 AND ASTM 0-00, USE TYPE 'B' BF1OW GRADE AND TYPE "9" ABOVE GRADE. GROUT MIX 1 PART 0E4SNT 3 PARIS SAND. WOWS B METALS 1. STRUCTURAL. STEEL AND MR$T.UANEOUS IRON CONFORM TO ABTA A AND SHOP COATED WITH RUST INHIBITIVE NON-LEAD RIMEL 2 PREVENTION ELECTROLYSIS WHERE ALARM WILL COMTAOT CONCRETE MORTAR Oft PLASTER THE CONTACT SURFACE Of METAL SHALL SE ONE W COAT OF ALUMINUM PIGMENTED 3. TIE DOWN RARER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4, FASTENINGS OF THE SAME 44TERML, COLOR AND FINISH AS METAL. TO WHICH APPLIED ALDO O471 INDICATED. PROYIDIND SECURE AND ADEQUATE ANCFI hAiOR E FOR SE 04TFNDED N AU. INSTANCES. 01504014 B CARPENTRY 1. THE LUMBER USED MALL BE IDENTIFIED BY THE CSADE MANIC OF AN APPROVED LUMBER GRAINS, OR INSPECTION BUREAU OR AGENCY. WIRERS -GRADE LUMBER SHALL. CONFORM TO THE 'NATIONAL DESIGN LATEST DIT1044 STRUCTURAL F MEM T O 1, � PS MUM DOME FUSER STRIDE N BFNDAY0. 2. FURRED SOPFTIIO A. FURRED SOFFITS SHALL BE CONSTRUCTED MTH 2X4 METAL STUDS AT 19' 0.0. JOINTS, HUNG FFROS STRUCTURAL FASCIA AND 1144 TEARER ANCHORED TO MASONRY AT 4'-0" MAX. O. FOR LOCATION AND EXTENT 00 FURRED AREAS, SE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRANKS 0341001, TRUSSED WOO) RAFTERS, 'URRINf RI GG OCGNG AND ALL STANWR0 sPEMOACONS 4. MIL4.5050 INSTALL MD TE.Y. IN A NEAT AND A SVORKMANUKE MADRN�10 TIGHT JOINTS AND TRUE SURFACES WELL SAND. SCRIBE ALL. WC AND SHELVING TO AO.ICINNO SURFACES. LEAVE ALL WORK FREE FROM ALL FNMA!. DEFECTS, S. ROUGH HARDtk4REI ANCHORS 9P(KE9, OAR , 1 � HARDWARE FOR EXTERIOR USE, PLAIN NAILS AND PRIM COATED FOR NIERIOR, FURNISH AND S43TALL AS REQUIRED. METAL WINDOWS; A MANUFACTURED N ACCORDANCE WITH A.AJA.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WENS YAM APPROVED 44.3.0.0.0. C. E7 HS -A1 -14 CLASS �II EPEC /A.A.M.A D. FRAMES AND SASH SECTIONS MNIMUN .09' RUCK. 8093 -115 ALUMINUM ALLOY WTN WHITE ANODIZED FINISH OR EQUAL ESP. FINISH. E. AIR AND WATER NFILIRA11ON SHALL 50400 50 0440000 THE REQUIREMENTS AS ESTABLISHED BY AA.M.A. NEW INSECT SOREN BACKER ROD AND SEALENT NEN EXMOOR INSECT SCREEN NEW BACKER R00 AND SEALENT D IVISION D MI9HES 1. STUCCO: A. STUCCO FINISH TO MATCH ERSING B. STUCCO ON MASONR1 8 B' THICKNESS N ma 00*10. 0 C. 510000 ON WOOD FRAM 13/0" TOTAL THICKNESS N TWO COATS ON EXPANDED METAL, LATH OVER 15 IBS. ASPHALT BATURATE0 FELT. D. PROVIDE COOT. STUCCO CONTROL 404147 AT JUNCTION OF METAL LATH ON FRAME OON804 TO MASONRY ODNST. SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION& USE METAL CORNER BEAD DR ANGLES CMCRETE • AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPEC1040AT10NS. 80,000 PSI. 3. PANTING; A.PA2T ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR DR EXTERIOR PANT AS APPUCA84.E, 9'TEEI. 4ON G DETAIL JAMB SCALE: 3 " =1' -0" NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 310/4 TAPCON • 1Y 0.0 DETAIL HEAD SCALE. 3"...1 MARBLE NEW 2X4 PT MID WM DECLARE 10 / 3X1 /4 '10*. TA 1z° 0.0 "49" CONIC. Wjj11 p� e MN. 9" PRIEIRA MG JAMS COND. BOTH SIDES DETAIL CO SILL SCALE. 3 " =1 " -0" nor COHG. FRIED 00.E W/1 W9's D01M1. MN. 9" INTO FODTIN0 AND CONC. HEADER CONCRETE MAN.. E pg� SIRFaIC1)i Km pi. FILL N EXIST. GARAGE DOOR OPENING A SOUTH ELEVATION SCALE: 1 /4"=1 ' -0" NEW 9"- D"XB' -8" SLIDING GLASS ODOR ^ WEST ELEVATION SCALE: 1 /4 " =1 -0" NEW WALL UNIT N EAST. OPENING EAST ELEVATION SCALE: 1 /4" =1 ' -0" 1 r REVISIONS SY SIMOIER l w A,s w v A � N � W LJ.,I D � •0 ® Z N f 6SJ� t1T z 0 J W LsJ 0 0_.4 4 040k, / DRAW„ M.M. -141-e.° DAM AS SHDMN OW NC. 02 SHEET A -2 OF 2 9ME4Ts lt,kodi-ov/v /) n ramallimet 1RE111 I■_ 151111111VIIIINII FM ■ ■'1 ■ ■E!`t_ EIONWINIII MAME EIEWLIMIIIIIIMIEE40:A•111111= MINN MN 11l ■11MI k Ciiiil ■A■C` C- 0 - n m • • • • •• •• • • •••• •••• • .• .. ..• • • • • • • • • • • • •• • • • ••• • •• Miami Shores Building Department CoA' 7�b AsA-1 o a g.2 ('[. t- /Z. 4/ 0p 01) 1$4. /,/G 5A-' ( l-6'G4.Iii, Pc'o / rte( /96r .i.v6 vfr/L7 14i' 7 Product Approval Schedule / Comparison Chart Address:ySZN1.92w1 02241 Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF ( -) PSF ( -) PSF MaIllE 01 ® vi T Jsr 1ir ■t�l�'�. %/ i- l Ire MEI I ■Ir� wliM7 ■■■ 1� . I II - ■ 1 7 ••• • • • ••• • ••• • •• • •• ••• . • • ••• • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Budding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sides APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impacr, sheets ltbrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami- -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall Ns done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by lshaq L Chanda, P. E. • •• • • • ••• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • . ML MI DADE COUNTY, FLORIDA • • • • • • O- DB FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ▪ • • • • . • •MMAMI, FLORIDA 33130 -1563 • • • • • • • i i • ( 315490 FAX (305) 375 -2908 • • • • • • Y'"'bui ingcodeanline.com • • • ••• •• • • • • • • • • ••• •• • • • • • • • • • • NOA No. 074629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries A. DRAWINGS B. D. E. E -1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . .. • • • • . .. . • • • • • • . • • • .. • • • • • 1. Manufacturer's die drawings and sedtidnL. 2. Drawing No.11005-1, titled "Aluminum trench door 4 Sideliie- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert .'Chrk, P . :' : ' •: QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. • .. . . . • • • • .... • • .. . • . TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No F1'L -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L Clark, P.E. 2. Glazing complies with ASTMS- 1300-02 MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. 1st.," 1. Ltt4a1.. Meg L Cbanda, P.E. Product Control Examiner NOA No 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GI AZING OPTIONS: A. 3/8' LAMI NOM. (. 4021 CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTE LAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. B. 318° LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 118' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16• HEATSTRENGTHQi® GLASS. C. 7/18° LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3(18" HEAT STRENGTHENED GLASS . D. 7 /1Q" LAMI NOM. (.4851 CONSISTING OF (1) UTE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTE LAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 3. MAMBOS: Q X X2 2 Q Q, AND QXX . 4. ANCHORAGE: THE 33 1/3% s TRESS INCREASE I4AB NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTER,R ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 8212, ELCO TEXTRON NOA: 04-0721.01, 030226.06, ANSUAFWA NOS-2005 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CURRENT EDITION INCLUDING THE HIGH VELOCITY HUMANE ZONE (HVHZ). 9. CONFIGURATIONS WHICJ CONTAIN A SIDE UTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A INT. - 3/16' HEAT STRENGTHEN) GLASS 1PT GLASS B E A EXT. - 3118' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLOOKEEPS,AFE MAXIMUM A86 }+— A 7118" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 • • • •• •••1 • ••I • •• 1 •••l • " • • • • •• Mate 89181 aAr vat OP MAWR MENU fl NWOLA98 BBE MOGLA8BB BW T 0 MATIMIIMILIA A1gWA88O®G ARC, REM tut INV TECONOLOGY O NOKOMES NZ 411117) as1s NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR it SIDE LITES, IMPACT MAW* perdu irn0► 1 1X 1 a 10 1 11000'-1 I B NOA DRAWING MAP Men SHEET GENERAL NOTES. 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS. .... 3 VERT. SECTIONS ..... 4 HORIZ. SECTIONS........... 6 PARTS UST-- ..... .... 6 EXTRUSIONS ....... 6, T ANCHORAGE. 8-10 • •• •• • • • • •••• ••• • • • • • •• •• •• • • • • • • • • NO* t B•ierndageoabd walk w • •• • •• •• •• • • • •••• • • •• • •• • • • • • •• • •••• • • • ••• • • •••• • ••• • • ••• •••• • • • •••• • •••• • TABLE 1. DESIGN PRESSURES FOR AU., CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0(, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVALS) REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT X WIDTH XX WIDTH 8 - 79 314 -833/4 873/4" 913/4" I 8 0 - 95 3/4" 3° 371/213° 71314" X WIDTH 2° 2612" 2 31 1/2" 2 3312" 3512" 3° 3712" fliftle: DIE mAilw crow WSW r6lv 1 91 Wig PX SAMAW X � O WIDTH 27 3/4" 361/8" 38 3/4" O WIDTH 353/4" +75,0 +75.0 +75.0 TABLE 2. " .... A APPROVED CONFIGURATIONS: OX, XO, OXO, )0 O, OXX& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE CITE PREVAILS.) REINFORCEMENT I8 NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR 0 HEIGHT 4 47 3/4" +58.6 -58.6 +55.4 -55.4 XXWIDTH 3 793/4" 7 833/4" 271/2" 513/4" +54.9 -54.9 291/2" 55 3/4" +51.7 -51.7 5 59 3/4" 5 63 3/4" 673/4" 8 0 71 314" SINGLE O WIDTH SIDE UTE 103/4" 123/4" 19" 21 3/4" 27 3/4" 381/8" 36 3/4" A s 7° +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A -75.0 -75.0 -75.0 SINOLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 -76.0 +43.1 +38.1 +34.0 GLASS TYPES A, B,CORD +75.0 +75.0 +72.4 -72.4 +84.5 -64.6 +52,9 +35.2 +75.0 +75.0 +74.9 -49.0 +48.2 -46.2 +51.8 - 51.8 +49.0 -49.0 +48.8 -48.8 +46.1 -46.1 -43.1 +43.1 -43.1 -38.1 +38.1 -38.1 -34.0 +34.0 -34.0 -75.0 +76.0 -75.0 -75.0 +75.0 -75.0 +88.5 +61.0 -75.0 -75.0 -74.9 -52.9 +49.9 -49.9 -352 +352 -352 +34.0 -34.0 +34.0 -34.0 "fivE td{A6t/9f AIDAl3►A +75.0 +71.4 +70.4 87 3/4" 91314" 8 - 95 3/4" +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 +43.8 +41.5 +38.1 +34.0 +75.0 +75.0 -68.5 +85.0 -85.0 -81.0 +57.81.57.8 +472 +35.2 +34.0 -76.0 -71.4 -70.4 -75.0 +76.0 -76.0 +75.0 - 47.2 +44.7 -35.2 +35.2 -34.0 +34.0 � 8A4 11 141 1 0 3& Ai'dD1KgA 77pp AMA AAgl IttSl8tIk91IiM N�AKOPAlB7RTAm8Z2 MUM +75.0 -75.0 +75.0 -75.0 +75.0 +57.6 +68.6 +61.9 +55.0 -75.0 -87.6 -68.6 -43.6 +41.4 -41.4 +39.3 -39.3 +48.5 -48.5 +43.8 -43.8 -41.5 +39.3 -39.3 +37.3 -37.3 -38.1 +37.5 -37.5 +35.6 -35.6 -34.0 +34.0 -34.0 +34.0 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -352 -34.0 +75.0 +842 +63.1 +44.3 -44.3 +41.6 -41.8 +75.0 +76.0 +59.0 +52.4 +42.6 +34.4 +34,0 P.06 /4. -76.0 -642 43.1 -75.0 -75.0 -59.0 -52.4 42.6 -34.4 -34.0 NOTES: vhj, Boar �. GLASS TYPES: A. 318" LAM) (118" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" 118, .090 PVB, 3/18' HS) C. 7/16" LAMI (3/16' A, .090 PVB, 3118" HS) D. 7116' LAMI (3/18' HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 73112" MAX OXO WIDTH =109 MAX. XXO/OXX WIDTH = 107 3/4' MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WOE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN ML4MI -DARE COUNTY. ® 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68• WIDE x86" HIGH DOUBLE DOOR WITH 38112" 810E LITES DESIGN PRESSURE = +70.4/-70.4 PSF EX. C FROM TABLE 2 • OXO WITH GLASS TYPE C • • •• 30" WIDE x 87 314' HIGH SINGLE DOOR WITH 26" SIDE UTES • • DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C •••• 63 314 WIDE x 80' HIGH DOUBLE DOOR WITH 28' SIDE LIT4 DESIGN PRESSURE = +43.1 / -43.1 PSF • DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT am, 1 1X 1 OW I 1100541 I • • •••• • .• • • • • • • AI AB Approvcd •.eo•mrb•s+Ni eems ® 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHIAH • • REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCE': • DETAIL. • • •••• • • • •• • •• • • • • •• • Ai 7 ,4) Robert L c ai . P.E. PER 9712 tioudam •• • •• • •• •• •4 IPA • •1 • •••• • • • •••• • •••• • .•• • • ••• • • • • •••• • • mew FtX FJC 73112 A MAX . —+SEE NOTE 3+r— — kr— -- +-1.•-- -- -SEE NOTE 3 MAX SEE NOTE 40XORXO 371/7 1 A MAX avwe 843/8' MAX. 01.0 95 3/4° MAX. HT. TYP. X A XX 71 3/4 Mr !Waft MAX WIW H ma CaecrVEIMPIcaOA DFDRI IO . Mb 0407 8" 7 6 1 = MORRCUM U7 J."6 249n8Max DLO (TYP) 38314" MAX. 33 5/8' MAX. DL • (TYP.) macciaa R.841118 ar= As67t vwbb E 0 1 SEE NOTE4 953/4" MAX. (M•) ELEvA77ONS G G NOTES: 1. FOR ANCHORAGE DETALS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE LITES OVERLAP IC AND 90C DOORS BY 3/4" WHEN ASSEMBLED TO MAKE X0','OX','OXO' %X0','0)0' AND '0 0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 8. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.848) (70C DOOR = DOOR WIDTH/2 4.079) O XX O ALUM. FRENCH DOOR & SIDE LITES, IMPACT R I NISI 3 • 10 r ya"' 11005-1 �B 38314' .44 "--SEE NOTE 4 •••• • • • • •••• • • • •• _ -- • • • •• • • • •• • 983/4" MAX. (TYP.) 84 318" MAX. DLO (TYP.) I • • • • • r :". ror • el R DLO HEIGHT = HEIGHT - 11 3x8" • • • •" saw. OL 1$ DLO WIDTH = DOOR WIDTH - 121W3, • • i P 1 DLO WIDTH IOC = DOOR WIDTH/2 -11511 i • .¥ A r � � • ,� , • SIDE • $ rikA1 4n DLO HEIGHT = HEIGHT- 11318 L i • i • • • • DLO WIDTH = WIDTH -31/8• • • • • ••• • / , •` L(ACT, . ' rI ' i /, iloVACT. mew FtX FJC 73112 A MAX . —+SEE NOTE 3+r— — kr— -- +-1.•-- -- -SEE NOTE 3 MAX SEE NOTE 40XORXO 371/7 1 A MAX avwe 843/8' MAX. 01.0 95 3/4° MAX. HT. TYP. X A XX 71 3/4 Mr !Waft MAX WIW H ma CaecrVEIMPIcaOA DFDRI IO . Mb 0407 8" 7 6 1 = MORRCUM U7 J."6 249n8Max DLO (TYP) 38314" MAX. 33 5/8' MAX. DL • (TYP.) macciaa R.841118 ar= As67t vwbb E 0 1 SEE NOTE4 953/4" MAX. (M•) ELEvA77ONS G G NOTES: 1. FOR ANCHORAGE DETALS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE LITES OVERLAP IC AND 90C DOORS BY 3/4" WHEN ASSEMBLED TO MAKE X0','OX','OXO' %X0','0)0' AND '0 0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 8. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.848) (70C DOOR = DOOR WIDTH/2 4.079) O XX O ALUM. FRENCH DOOR & SIDE LITES, IMPACT R I NISI 3 • 10 r ya"' 11005-1 �B 38314' .44 "--SEE NOTE 4 •••• • • • • •••• • • • •• _ -- • • • •• • • • •• • 983/4" MAX. (TYP.) 84 318" MAX. DLO (TYP.) I • • • • • r :". ror • el R DLO HEIGHT = HEIGHT - 11 3x8" • • • •" saw. OL 1$ DLO WIDTH = DOOR WIDTH - 121W3, • • i P 1 DLO WIDTH IOC = DOOR WIDTH/2 -11511 i • .¥ A r � � • ,� , • SIDE • $ rikA1 4n DLO HEIGHT = HEIGHT- 11318 L i • i • • • • DLO WIDTH = WIDTH -31/8• • • • • ••• • MAX. DLO MAX DOOR HEIGHT INTERIOR EXTERIOR MAX DLO DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL 40707EOHNOWEWDRIVE INIROMIS,PLOWN tar C1629 86a74 MAX. SIDE LITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE WES, IMPACT Vtdb$'8errn I 14 • 10 r 110054 B • • • • • • • • •• • • • • •• • ••• • • ••• •• • • • • • •• II • • • •••• • • • • • MOW Dade Coo! I • • • •••• • • • •• • • •• • • • •t •••• • • •.••• • • •.••• • • • • • AmegOA MOSTOP ax F.K SL SECT. E-E HORIZ, (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 &2 FOR APPUCABILi7Y -MAX Si- WIDTH SL SECT. F F HORIZ. (SINGLE SIDE UTE) WOW DOA BMW trio 2/22/07 NOCNAHORMSWIERT. ADO vaaraurero orrssAS ,BAeure AP arm I Ism VERTICAL SECTIONS • • • • • •• • ALUM. FRENCH DOOR & SIDE LITES, IMPACT RAH I 18 O 10 Ia. "' 11005-1 I B • • •• • • 10 ••• • • • •• • • • ritki �•C44 «.�. • . • • •• ,• • • • • • • • • Is t=etilln 11amp(y1•e•pbth • 1 • • • • ••• o ••bee - •0 •11 ••• • • MOM lS" _f„ a nand •• •• nand •11 •••• • • • • •••• 1011 •••• • • •••• • • • 6 8 3 23 80 943B 1010 7070 955 938 958 995 998 952A 11000 1870 11004A 11001A 11002A 110034 9150 1010 8808 1140 1048 930 1118 7070 9100 911E 917 1178 913A 1130 990 91411 60411 612300 67070K 7955X 7938X 7958A 7832X12FPXP 70995 70900 6533016 811000M 671670 811004M 411001A 411002A 411003A 80300 6641 78NI12PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO )1058FP W,B 60378M 61RODA 7990NUfA 80379M 7834FPT 70997 879240 41720 76X12FPAW 7P30GG 6983 8984 80200K 74UBLOK 7634F FD2PTAY FRAME HEAD WSWP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIXEPLATE 2 PT. LOCK 81RIKEPIATE FRAME HEAD S1RICEPIATE BACKING PLATE 8832 X.500 PH. FL MS - S.S. W/SLICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUf6WWG 1HRESHOLD WSTP..350 RD FOAM FLL T-SLOT (AMSBURY832011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOISE INJECTION MOLDED) ACETAL SPACER .095 (INHOLSE INJECTION MOLDED) ACETAL SPACER .140 (ACCUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.760 X 0.650, 6081 -18 88 X1.500 PH SOATIS JAMB SCREW COVER CAP STROKE PLATE INSERT 610 X.750 PH. FL. SINS BULB WEATHERSTRIP .187 X.300 HIGH D OOR PANEL, TOP & BOTTOM RAO. DOOR PANEL, SIDE RAIL HINGE EXTRUSION 81O X.626 PH. FL. SINS 1RLSS CLAMP 5116.181) EADED ROD 6/1018 FLANGED HEX NUT WEATHERSTRIP CHANNEL 08 X.75141. FL TEK GASKET (BETWEEN PANEL HO EADISTLL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 88 X.500 PH FL AIMS TYPE BDS SILL. DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1(OUTSWI NG) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .100 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 88 X.750 PH. FL 8148 2 PT. LOCK ASSY. ITEwA DWG 8 1 2 3 4 5 7 9 10 11 12 1 14 15 18 20 21 22 24 25 P018 DESCRIPTION 26 27 30 31 32 33 34 35 38 37 38 39 097 1023 928 1145 43 1212 44 983B 40 41 42 45 46 1 213 47929 48 1139 49 982 81 62 63 S4 85 930 931 1118 007 1118 SR180FS 41721 7FRSPX 710104PFA 70957X 710X34PFA RUBBER SLEEVE STRIKE PL INSERT(INACTIVE PANEL) D EADBOLTSTRIKE PLATE 810 X.750 PH Fl. WAS HANDLE STROKE PLATE 81O X.750 PH FL SINS NYaM" aDmi4rr3e7 aNait NNW" l od. Dale Off SW •amps a logos PA: M4A7 A =A EUfRHFADHDLTIOP INAMWEPNELOAYTDDS14t ••M.ic 01,1•,10 Dab FJC 21297 S.. 611497 I P.� RH a 60 61 62 63 64 65 68 67 70 7 72 73 92 93 94 95 96 69200 SIDEUTE HEADER 6921 60381 SIDEUTE SILL SIDEUTE JAMB 781PQA 7998 88 X1.000 QUAD PN. SINS HEAD GASKETS (STOCKING 070998) 7899 SILL GASKETS (STOCKING 870999) 61641M SIDEUTE JAMB ADAPTER 812 X 1.000 SHEET METAL SCREW 712683K SETTIING BLOCK, 3/3T X1/4' X 1" W/PSA 71267K 64222 6988 SETTING BLOCK, 1/16" X 1/T X 1' W/PSA BEAD, 7/16" BEAD, S/8' 64989 DING 8 PE R8 920D 921D 97 98 100 103 916B 1188 969 999 934A 4222A 988 985 1224 6TP247 iseZ Tr, How .880- k25J O TUBE MULL 6063 -T5 DESCRIPTION BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI -118' A, .00 PVB, 3/16" HS GLASS, 3/8' LAMI -118' HS, .90 PVB, 3/18"103 GLASS, 7/16' LAMI - 3/18" A, .00 PVB, 3/16" HS GLASS, 7116' LAMI - 3116" HS, .90 PVB. 3116' HS 11006A 141106A IACETAL SPACER .295 (IMOUSE INJECTION MOULDED) OFF THE SHELF DEAD BOLT LOCO( .04—H (---; ro 280 13 OUTBWING THRESHOLD CHANNEL COVER COMM) •X750--01 1.000 • • • • ••• ••• •• • ••• • •• ••• • • • • • • PARTS LIST ALUM FRENCH DOOR & SIDE LITES, IMPACT PofOl 1 1%81 I B. 10 I •m'•'° 11005 -1 I B • • • • •••• • • • •• • • •• • •• • • •• •• • • t Aar ale • • F • • Sib •• MI • • I • •••• • • • • •••• • • • • •• • •• • • • • •• • teil/ LCM.P.E. P E EOM 8avolu al • • • • • • • • • • • • •• • • • • • • • • •• • ••• • • ••• •••• • . •••• • •••• • • • • • • •••• ••• • • ••• • • • • • • ►• • • • �1 ••• • • •• • • • •••• • •• • • •• •• • • 91-£009 13NNVH0 d1018 LE a3H1V3AA �00ir OZ9' L • • • • • • • • • • • • • •i ••• . 3 ..,.,,, a1R+l 1A • i • • •p p""' • • • • •• •• •••••• •• • • • • • e I P000/1 I 01 ° L I x2/1 I Mad r mama! aw Kw w••yr► J.7VdiV1 'S31173QIS 1 8 k1000 HON3Y4 41174 L -0111f 1 91 M31dbOV (9) elWr � / 011808 ewvr is --Loa- 9L9'L-0- 81-€909 eVi1dr '3VM 411000 S371dOY4NOIsn>IDC3 ivOVILLSV 0001131)31 ��J7 j l3NVd 0000 `"-�' 91-£900 C) X115 1s lgaL 'li'd WNW VINCOION 81 lVE1MAN1101031Ni T3NVd 0000 AMP TT COVEY 9r If 91BUOt71SOOBS84'LDt �@ a01111• 9k£80s tJ3OV H ,s 91'€909 dWV10 L 09L' a MINNSD411001NOOM e PIPPIN 91-.808 cnoms321Hi ONIAASJ lO r- - 000 . £ 91-€809 0 ov 3W1Md Mar am ammo d NMI Yd MPG SE LINN Yd SOO 1•11110•1/ •10 AVOW 6L4'L i � L 1:01dv0V 0V3H 0 L 00Y 099' r82 1 k --LLV£ I 009' L O 1IVO 3015 ($ WI 1110.1-1.00 d01 (Q$ ] 13NVd 0000 '13NVd 0000 `�-� c ^ 0 Ix XX ,/ OXXO x g x! x ` -- -v m 1 IDv 1 HEAD ZONE "C" 1 SILL ' ZONE 'C' SEE TABLE 3., SHT. 9 HEAD HEAD ZO t_ --t- ZONE i 1 SILL ZONE� . S ZONE - 1 • SEE TABLE 7.. SHT. 9 t ZONE 'D"- 1—'ZOi _1 1 1 SILL ZONE "D"�ZONENE ID" 1- SEE TABLE 4.. SHT. 9 roawaIETHOS EET. 01416111•70R VDTANOKAZOIOORC• MTV= lOOANOMORTYPEO 7D _ Die 811197 SILL ZONE"tr ZONE "F"� SEE TABLE 7.. SHT. 9 1007J?WBw LOGY aosvm to mar FL 84274 1 0 SILL ZONE E SEE TABLE 6.. SHT. 9 Pc ( "E" hZONEE'D" — 1 - ZONE '01 // /' XO OR . \ OX SILL ___ _ 911.1 ZONE "D' ZONE 'E' SEE TABLE 6., SHT. 9 HEAD HEAD HEAD 1 1°�Z •F" - 1 - 1 1 -ZCINE 1 ZONE °F' ZONE • T 1 ANCHORAGE T ^.O NFI G URA T /O NS •• 1. • • ZONE'P -ZONE 11. • SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 833/4"H 71 3/4'W 7Q( DOOR WITH 19'W SIDE LUTES (SEE SOLUTION 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SSA CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS 2ANCHOR QUANTMES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX O.C. HEAD & SILL OF DOORS: 9' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILT. OF SIDE LUTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ALUM. FRENCH DOOR & SIDEUtE3, IMPACT NY" ear . ""vu* Mall m• >n+m I NfS 18 10 I am"1 910061 B EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x1133/4 " SIDE LITES"B"AND "E' ZONE ANCHORS FROM TABLE 7. SHEET S. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH 'F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • • • • •• • • • •••• • • •• • • •••• • • • • pporoal a•oo.a1P;•°p with Ike Florida Ilsio •M - - 21.7":777 • L°.e I. • •••• • • • • •••• Lab • •• • • • • •• • 7 • • o • •� • • • /• •• • • • • • e. • ••• • • XX A '\ .v. 7fl JL C l V I .B. 3NaZ SPON —# � 1 m 1 IDv 1 HEAD ZONE "C" 1 SILL ' ZONE 'C' SEE TABLE 3., SHT. 9 HEAD HEAD ZO t_ --t- ZONE i 1 SILL ZONE� . S ZONE - 1 • SEE TABLE 7.. SHT. 9 t ZONE 'D"- 1—'ZOi _1 1 1 SILL ZONE "D"�ZONENE ID" 1- SEE TABLE 4.. SHT. 9 roawaIETHOS EET. 01416111•70R VDTANOKAZOIOORC• MTV= lOOANOMORTYPEO 7D _ Die 811197 SILL ZONE"tr ZONE "F"� SEE TABLE 7.. SHT. 9 1007J?WBw LOGY aosvm to mar FL 84274 1 0 SILL ZONE E SEE TABLE 6.. SHT. 9 Pc ( "E" hZONEE'D" — 1 - ZONE '01 // /' XO OR . \ OX SILL ___ _ 911.1 ZONE "D' ZONE 'E' SEE TABLE 6., SHT. 9 HEAD HEAD HEAD 1 1°�Z •F" - 1 - 1 1 -ZCINE 1 ZONE °F' ZONE • T 1 ANCHORAGE T ^.O NFI G URA T /O NS •• 1. • • ZONE'P -ZONE 11. • SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 833/4"H 71 3/4'W 7Q( DOOR WITH 19'W SIDE LUTES (SEE SOLUTION 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SSA CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS 2ANCHOR QUANTMES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX O.C. HEAD & SILL OF DOORS: 9' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILT. OF SIDE LUTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ALUM. FRENCH DOOR & SIDEUtE3, IMPACT NY" ear . ""vu* Mall m• >n+m I NfS 18 10 I am"1 910061 B EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x1133/4 " SIDE LITES"B"AND "E' ZONE ANCHORS FROM TABLE 7. SHEET S. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH 'F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • • • • •• • • • •••• • • •• • • •••• • • • • pporoal a•oo.a1P;•°p with Ike Florida Ilsio •M - - 21.7":777 • L°.e I. • •••• • • • • •••• Lab • •• • • • • •• • 7 • • o • •� • • • /• •• • • • • • e. • ••• • • // A '\ .B. 3NaZ SPON —# XXO OR OXX ' Z ewe— .\ /• 1 f V m 1 IDv 1 HEAD ZONE "C" 1 SILL ' ZONE 'C' SEE TABLE 3., SHT. 9 HEAD HEAD ZO t_ --t- ZONE i 1 SILL ZONE� . S ZONE - 1 • SEE TABLE 7.. SHT. 9 t ZONE 'D"- 1—'ZOi _1 1 1 SILL ZONE "D"�ZONENE ID" 1- SEE TABLE 4.. SHT. 9 roawaIETHOS EET. 01416111•70R VDTANOKAZOIOORC• MTV= lOOANOMORTYPEO 7D _ Die 811197 SILL ZONE"tr ZONE "F"� SEE TABLE 7.. SHT. 9 1007J?WBw LOGY aosvm to mar FL 84274 1 0 SILL ZONE E SEE TABLE 6.. SHT. 9 Pc ( "E" hZONEE'D" — 1 - ZONE '01 // /' XO OR . \ OX SILL ___ _ 911.1 ZONE "D' ZONE 'E' SEE TABLE 6., SHT. 9 HEAD HEAD HEAD 1 1°�Z •F" - 1 - 1 1 -ZCINE 1 ZONE °F' ZONE • T 1 ANCHORAGE T ^.O NFI G URA T /O NS •• 1. • • ZONE'P -ZONE 11. • SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 833/4"H 71 3/4'W 7Q( DOOR WITH 19'W SIDE LUTES (SEE SOLUTION 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4" ELCO SSA CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS 2ANCHOR QUANTMES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX O.C. HEAD & SILL OF DOORS: 9' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILT. OF SIDE LUTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ALUM. FRENCH DOOR & SIDEUtE3, IMPACT NY" ear . ""vu* Mall m• >n+m I NfS 18 10 I am"1 910061 B EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x1133/4 " SIDE LITES"B"AND "E' ZONE ANCHORS FROM TABLE 7. SHEET S. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH 'F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • • • • •• • • • •••• • • •• • • •••• • • • • pporoal a•oo.a1P;•°p with Ike Florida Ilsio •M - - 21.7":777 • L°.e I. • •••• • • • • •••• Lab • •• • • • • •• • 7 • • o • •� • • • /• •• • • • • • e. • ••• • • 1,2, CONC MEI 13E1 _® 00 00 Ella 00 00 EMI _® m EMI 00 Ella m 00 m ELI 00 On EMI 00 m m 10 10 • 23. WOOD 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 SHOE UTE WDIH x HT. 10.75 x79. 83. 87. 91. 95. 12.75 x79. 83.7 87.7 91.7 95.7 19.00 x79. 83. 87.7 91. 95.7 21.76 x79. 83.7 87. 91.7 95. 27.75 x 78. 83. 87.7 91. 95. 95.13 x 79.7 83. 87. 91. 95. 36.75 x79. 83. 87. 91. 95. 0 0 0 EI 0 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 •e 2,8, W000 TABLE 3. A DOORS GLASS TYRES ANCHOR & 8u951RA DOOR WIDTHS x -26.50 TO 37.80 WIDTH x NR. 25.50 x 79.76 6 83.75 5 8735 5 9135,8 95.75 6 27.50 x 79.75 8 83.76 8 87.75 8 91.75 8 95.76, 8 95.50 x 79.76, 8 83.76 6 87.78 6 91.75, 6 95.76 31.50 x 79.76 5 83.71 6 87.75 6 01.76 6 95.75, 7 33.50 x 79.75 6 83.76 8 87.75 8 91.75, 7 98.75, 7 35.50 x79.75 8 83.75 8 87.75 8 81.75 7 95.75, 7 37.50 x 79.76, 6 83.76 8 57. 7 91.75 7 95.75 7 ••021#0 FIL PJC P1C 2.3. WOOD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 LOAD ZONES 3 3 3 3 3 3 3 3 3 A, B,C,D x1 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 NO COMM NEM • AL80 USE VOTABLB6T0 MUM 4r. Q7 TASHpp,,N6i0 Sr TO'V. • CCLLfN VIATO 11788 811617 TABLE 4. NI DOORS (ALSO X DOOR OF XO & GLASS TYPES A, B, C. D ANCHOR TYPE & SUBSTRATE pooR WOW ,0c. - 47.75 TO 71.75 2.3, wow 11,2, CONC LOAD ZEES I r__ MOTH x HT. 0 0 * 47.75 x79. tin 83.7 8 4 ©0 2 87.7' 4p02 91.765 4002 95.76 8 4 ©0 2 51.75 x 79.75 5 4 EAU 2 95.75 4 E110 2 87.75 5 4 00 2 91.75 8 41/113 2 95 .8 4 ©0 3 85.75 x79.76 6 4 00 2 83.768 4 00 81.78 4002 91 5 4 00 8 95 .: 8 4 00 3 59.75 x79. 6 5 D0 2 83.755 6 p0 2 87.'.8 5003 91. 8 5 00 3 95.6 5 00 3 63.76 x 79.78 5 6 0 0 2 83, 8 8003 87. .8 6003 91.788 5 00 3 95. :LQ •. 100 3 87.75x 6 5 00 3 83.78 5003 87.78 8 91.757 8 0 3 98. 7 6 10 0 3 71.78x79.75 8 5 0 0 3 83.76 8 6 OBE 87.;8 5 91. 7 95.76 7 4 3 2 8 0 3 6 100 3 3 3 3 3 3 3 3 3 3 6 3 3 3 5 5 3 3 5 6 8 3 a 5 6 8 8 6 5 6 5 5 5 6 5 5 TABLE 5. Q SME LUTE IRAN TYPES ANaiOR it SUBBTRA A. B. C, D 1,2,COMO LOAD ZONES 0 -10.15 TO 36.76 Ham HC 6 10.75 x 79.75,4_ 83.75 4 87.76 4 91.78 95.75 4 12.75 x 79.76 4 83.76 87.76 1 91.75 4 95.76 4 19.00 x 79.75 4 83.76 4 87.78 4 81.76_ 95.76 21.76 x 79.75, 4 83.76 87.76 91.76 5 96.70 6 27.76 x 79.75 5 83.756 87.75 5 91.75 8 95.76 s 38.13 x 79.78, 8 83.75 5 87.75 7 91.76 7 98.75 7 36.78 x 79.75 6 83.75 8 87.76 7 91.75 7 98.78 7 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 40101ECKNOWEIV DRIVE NIXON1114 FL 84275 P AID q N• 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 TABLE 6. AP, & OX GLASS ANRB & SUBSTRA WORM °X' -25. TO 37 BCE LDE WERH x Hf 10.78 x 79. 83.7 87.7 91. 95. 12.75 x79. 83. 61. 91. 98 19.00 x79. 83. 87. 91. 95. 21.75 x 79.7 83.7 61.7 91.7 95.7 27.75 x 79.7 83.7 87. 91.7 95.7 38.13 x79. 53 . 87 91 95. 3 95.75x79 3 83.7 3 87.7 3 91 3 95. Me* Boas A, B, C, D LOAD ZONES 1,2, 0OM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 1 m TABLE 7. QXQ, ,XXO, OXX GLASS IP- TO 37 IOC" - 47. TO 71.7 &0 0 LOAD ZONES O 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 5 4 5 8 6 A, 9, C, 0 a .4 e4 1,2, CONC 0 0 4 2 4 2 4 2 4 22 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2• 4 2 4 2 4 2• 4 2 4 2 4 3 ANCHOR QUANTTIY LOAD ZONE TABLES 4 3 44 8 4 3• 4 3e 4 2 4 3 4 3 4 3 4 3 4 3 ALUM FRENCH DOOR & SIDE IMPACT 8 12INftlift TO101 NA B e 10 1/005-1 I B APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4° ELCO 8S4 CRETE -FLEX MASONRY ANCHORS 3.612 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. t • • • •• to •• • • •Appeo.ed • ep•pyYB•xy tBe • PIWWa Code Rax eN • • • •••• • • •••• ... as • • • • • • • • • • • • • 23( WOOD BUCK, NOTE 2 3A KSI MIN. CONC. 1X WOOD 1 NW g BUCK NOTE 2 MIN. . 114. MAX 1 AN:OR TYPE 2 OR 3, WOOD 1 I iffi NOTE 1 DOOR HEAD (WOOD) 131r 1/4" MAX. SHIM 1 MIN. 2X WOOD En BUCK NOTE 2 DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 2X WOOD eummom 2 DOOR SILL (WOOD) DOOR HEAD (CONC) EXT 114" MAX SHIM CONC. ANCHOR, NOTE 1 NOTE 3 c-1/4" MAX • „ . 1 3/4" TYPE 2 • L5 --0-I I-a– 1 -3.4 KSI MIN. CONC. f DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 ij 7 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 0C WOW BUCK, NOTE 2 1/4" MAX. SHIM • 1 3 /8" MUN 2X WOOD BUCK NOTE 2 SIDE LITE SILL (WOOD) 3.4 K131 MIN. CONC. IX W000 BUCK, NOTE 2 -,, mr MIN. 1/4' MAX MEW kW. •-•113/144;itiMAX. coNcANHo • lam I " N NOTE 1 TYPE 2 OR 3, 1 1/4" 'TYPE 1 OR 2 (CMU) 1 3fir -riTE 1 (CMC) SIDE UTE HEAD (WOOD) 1 314" TYPE 2 (CONC) 1/4" MAX. 8149A ; 1/4" MAX. SHM — r 1 MI ......,.....!: 4 3/4" MIN. ED. 1 3/8" MIN. ANCHOR CONC • j;.;. (A:4 .., A ' .III 4 ANCHOR, NOTE 1 CC1NC. STAI3GERED ON A ,7:7* trAl WOOD IlE 0 CENTERS, _,1 :: • I ANCHOR, NOTE 1 Illh 1 ' ' -A ,.. • 4 314" MIN. E.D. 111111* , .., 'TYPE t ',..',..4 '44 • __ 2 OR 5 1X WOOD BUCK 2X WOOD i 1M NOTE 1 1.5 K91 MIN. NOTE 2 3A KM MN. CONC. CMU OR BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 NS DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 54 KSI MON. co 1/4' MAX. SHIM SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1L4 1 3/4" TYPE 2 (CONC) , E.D. 1/4",PAX SHIM • • • • • .;t, .4 wr mei • • 4 3/4" TYSEN3 • • I..- 1 .5411 •4111 • Tho MIN. ED. ••••• SIDE LITE SILL (CONC) •• • NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAM1-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS IMBEDDED 1 air MIN. (TYPE 1) OR 1/4" 44 CRETE-FLEX EMBEDDED 1314' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTAUATIONS USE 912 SCREWS, GS (TYPE 3) OR ELCO 1/4" 884 CRETE-FLEX ANCHORS EMBEDDED 1318' MIN. (TYPE 2). . 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • • • DEPICTED AS 2X ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS 'TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON-SHRINK NON-METALLIC GROUT (3400 PSI MIN.), (DONE SY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT 'TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 18 WOOD, 308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTI4ORMf HAVING JURISDICTION. 1.5 KSI MIN. CMU OR " KSI MIN. CONC. .1314" MIN. E.D. • • 0 0 0 0 • • 0 0 • 0 •. • • • .• • • • • • • • • • • • • • 4 • II • • II • • • • • • • • 0 • • • • v001110 OwsOftp pz Oda Air WSW ANA= Rodigas B AMA= A 02010* 11/1117 two 22207 ND MANGE THMENEAT. SP= 7,VE1 4813MBEA MCI= mime. tIFED, 2118 CAWOOD DEVILS MAMMA WPCS WHOA, I. Taw 1070 TECHAZOGYDRAII NOKOMMIL841106 jar IMO ,FLIMEN ANCHORAGE DETAILS ALUM. FRENCH DOOR a SIDE UTES, IMPACT 0d10100 P0131 I NTS1 10 a 10 las•Alo lera I MOM 13 •11 L Clio% P.E. PE MOM Strustund • 0000 0 • • • • • • • • • • • • • 0 0 • • • • • • • • • • • • • • • • • • • • • REPLACE KITCHEN OUT SWING DOOR Passed V Inspector Comments e_z®_ ® d Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/18/2008 Inspector: Rodriguez, Jorge Owner: WADE, BRIAN Job Address: 452 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Thursday, August 14, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140040 Lot: Phone: (305)970 -1867 Page 1 of 2 REPLACE KITCHEN OUT SWING DOOR b( Inspector Passed Comments �� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/13/2008 Inspector: Grande, Claudio Owner: WADE, BRIAN Job Address: 452 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL STATE CONTRACTORS LLC Building Department Comments Tuesday, August 12, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Window and Door Buck Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060140040 Lot: Phone: (305)970 -1867 Page 1 of 2