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REV-18-3536 (2)36 J\� R cOe BUILDING PERMIT APPLICATION /'BUILDING ❑ ELECTRIC Miami Shores Village 0. 1V Building Department ` ov 2.)28 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F BCC 20 Master Permit No.1�^�05 016- Sub Permit No. �y ` V J S 3b ❑ ROOFING _,,E�JIREVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 J 1C_- - -'1 __ C I City: Miami Shores Count : Miami Dade Zip: r 1 Folio/Parcel#: 1 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �f\� c� /�ff ne#: PsAddress: 1` n 1p� - City: 1 1 1\C.Ifn tto� State: Yt-- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: fJ� f�6a n 1 Phone#: S�ECGLE� Address: '\ LQ City: p State: Zi Qualifier Name: iC� �.� Phone# State Certification or Registration #: �l� ICertificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $ wo Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ^� Description of Work: ( ID2 �2 J Specify color T olor thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ Zip: Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signature / 2K Signature OWNER or AGENT CONTRACTOR The foregoing instru ent was acknowledged before me this afregoing instr ent was acl nowledged befo a this day of 20J by day of Q 20 by who is personally known to i ersonally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: � �\, Print: Seal: APPROVED BY as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: v "' """` Seal: % ,, JASMIN M VMA MY COMMISSION # GG147563 e+�e•' MY COMMISSION # GG147563 EXPIRES October 01, 2021 I .•° EXPIRES October 01, 2021 II ! / U Plans Examiner Structural Review as ********** Zoning Clerk (Revised02/24/2014) 4 O o o S FP := q h (GCP - GCP V (ap61 17a 1620 ulw k. 11VI V, h,8 2n 5 1. Kul C-p.It 3.W. 1 5.1. p e. 2 i;.V...m.. ( S26 7 KJ 9.a5 �,n 1.1k 26 6.1. p.ee 291 Kn I F.,-.268-I.pW252 ,Kp, oln .13 053 I."efn.:4 3112 140J.p.e., 0 Spadsay Enprwanng Co-karMs, I" 1599 SW 30 A-, S."020 So,#*on Bsac6, FL 334328 n. ' Fl. CA a 009217 -I - f M- I6.X �� 6 4 4 ru 5 4 �w I 4 art_ 5 401 401 3Sa 381 384 4 379 15 434 -53.6 42 2 -5I.3 I -41 8 -50.6 41.4 406 406 393 393 389 38.9 38.4 16 44 0 -54 4 421 -52 0 424 -51 3 42.0 411 411 398 393 394 394 389 17 44 6 -55.1 -73 4 -52.7 -42 9 -51.9 -42 5 416 416 403 403 399 399 394 IS- 451 .557 439 513 435 -32.6 430 42 1 42 1 409 409 40 3 403 399 19 457 -56.4 -44 4 .540 .439 -53 2 43.5 42.6 426 41 2 41 2 407 407 403 20 462 -57.0 449 .54 5 .444 -53.7 -44 0 43.0 430 41 6 416 41 2 412 407 21 -46.6 -576 -45.3 -55 1 -44 9 •54.3 44 4 43.4 434 420 420 416 416 41.1 22 471 .58 1 458 -55 6 45.3 -54 8 -44.9 433 43 8 42.4 424 42.0 42.0 41.5 23 4 7.5 -587 462 -%2 458 453 44.2 442 42 8 422 42 J 42 3 41.9 24 490 .59.2 466 567 462 -538 457 _ 44.6 44.6 43.2 432 42,7 ,7 42.2 25 494 -597 470 -572 -466 -563 461 450 450 43 5 415 43.1 43.1 426 26 488 -60.2 474 -576 470 -56S 46.5 453 45 3 43.9 439 43 4 43.4 42.9 27 492 -60.7 471 -59 1 473 -57.2 469 457 45 7 442 442 43 7 43.7 413 28 49.5 -61 2 4S 2 -58 5 477 -37 7 472 46.0 46 0 44.6 44.6 44 1 i4 1 436 4' a 449 449 ta4 44.4 76 39 • -59a 48A -3 79 85 Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT Li SUBJECT 'CO CCNIPUPNCE WITH ALL FEDERAL STATE AND CCUN'i f rlUCS AND REGULATICNS REV�S�ON_ Ve n F It.k lL.n. mJ Y.kn lka.k KIJ 1 N I 1�4 14 14 l,nr r:J �. hunun ll�m. a6n1. K�J l.r 175 17u I70 5m FrnJ K<.•►•x:er N,J L4 1. a... IN6 Inl IMV I+aalid Fiw,lMaa lssufH r♦ cakWtad h aaordanc• M!, ASCE 7 10 MWtod Z This Caltlia8on is vaikt for FBC 2011(51ft 6d8lart) and 2017 (80, adaan( • • • • tak" for dopes 1s man 10 dap♦4s • • i -i • >,star, Ara of - .ma Au .4u A-4 Ar.. c4ar A-4a . yr ��•w•--• Ma,fa • • i • 0.f 7504 au 0.f 450.1 •••••• arx ♦ orts F4. Z 4 S 4 4 • )w i 5• 4_ y • 37.9 3J.5 37.5 l71 367 16.7 36.2 362 33.8 351 +•��•• 111 • - jlS 3S 0••••• 49.8 -41 0 -49.0 40 0 40.2 47.5 -399 46.9 •1,,i -46 0 -39 0 45 2 -33 6 44 S • • 38.4 190 38.0 376 1 $76 372 37.2 )6.7 36-7 36.3 363 •- 359 • •�54: 354 •000 -30,S 416 49.7 411 489 40.7 482 403 474 -)99 466 _ -3 • �S8 -39d 43y••••• 38.9 38.3 18.5 38 1 38 1 37 6 37.6 37 2 37.2 36 8 368 36 3 36.3 354 359 0 -51. I 42.1 -50 4 41 1 49 6 41.3 48.8 40.9 4S.0 -40 4 472 • t4CO' -46 4 -34 6 457 • • 394 39.0 390 is is 38_1 381 377 37.7 37.2 372 • 36S 361 0 369 36.3i 000• -31 8 426 "1 0 422 -S0 2 41 8 49 4 413 436 409 479 I 405- 470 • •10 .1 • -dti 2.• 399 394 394 390 390 385 38.5 381 38.1 37.6 376 37C 372 367 .367• •••• .524 43.1 -51 5 427 -50 7 422 -49 9 41 a 49,1 414 48.3 • A l 0 47. 5 •-� s 46. 7 • 403 398 398 394 394 3S9 38.9 38.5 38.5 390 390 376 376 00370 371 •52.9 436 -52. 1 431 -51 3 427 -50.5 42.3 49.7 419 .429 -41 4 4S 1 410 -47 2 407 40.3 403 398 398 393 39.3 389 38.9 38.4 38,4 )80 3S.0 375 37.5 -53-5 44.0 -52 6 436 .51 8 431 -51 0 427 .50 2 423 -49 4 413 48 5 414 -47 7 411 407 407 402 402 397 397 393 39.3 388 388 384 384 379 379 -540 444 .5)2 -440 -523 436 -515 431 -507 42.7 499 -422 490 419 482 41 5 410 41 0 406 406 401 401 396 396 19.2 392 397 397 38 3 Is 3 -54 5 449 •53 7 444 -52 8 44 0 -52 0 435 •51 2 43 1 -50 3 426 495 422 1 497 41 9 414 414 409 409 405 40.3 400 400 )9.5 39 5 39 1 39 1 396 386 -55.0 45 3 .541 1 449 -53.3 44 4 -52 3 43.9 .51.6 43, 5 -50 8 430 499 42 6 49. 1 422 411 41.8 413 413 402 402 40.3 403 39.9 399 394 394 389 389 -33 $ 457 -54 6 45 2 -53 8 44 7 -52 9 44.3 -52.1 43 8 -51 2 434 -50.4 42 9 495 42,6 42.1 42 1 41 6 416 41.2 41 2 40.7 40.7 40.2 402 397 397 393 39.3 .55.9 -46 0 .55 1 456 -54 2 45 1 1 -53 4 44.7 1 -52.5 442 -51 6 43.7 -50 8 433 -49 9 42,9 424 42.4 420 420 41.5 41.5 410 41.0 405 405 400 400 396 396 -56.4 464 -55.5 459 -54 6 45.5 -53.8 450 -529 -44 6 -52 0 44 1 -51.2 43 o -50 3 433 428 428 423 423 411 1 418 41.) 413 408 403 404 40.4 399 399 -56 8 -46 8 .559 -46,) 53 1 45 8 -34.2 45 4 -533 449 -52 J %AWI, / 1 -44 0 40 7 43.6 431 431 a26 426 42.1 42.1 416 416 41.1 a`i� �.5 402 -572 471 563 -466 -555 -462 -546 45,7 -537 45.2 �5� 44�. .51.1 439 43 4 43.4 429 429 42.4 42A 419 419 11.4 _ S -576 47.4 -568 470 -539 46.5 •55.0 46.0 -54.1 43.0. 2• 3{TI ll�l ••' -51�4 No. 77012 : {� s 2U1 OR NAl- �,,, ON 3iilnn4n„` :t " Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Folio. 11.3206-013-2920 Address: 145 NE 94 ST Actual Area: 3,598 Sq. Ft. Owner: PETER HAMMER Living Area: 3,035 Sq. Ft. ER1K COWMAN Adjusted Area: 2,979 Sq. Ft. Building Number: I T N of 2 Roll Year: 2018 Pmylous Next IFL : First Floor • PPT : Porch, Pitch 1FL cz I 2FL PPT^o s LI =� 1FL 2FL J�- 40 • 2FL : Second Floor • ADD : Building Addition Generated on: 11/27/2018 The Office of the Property Appraiser is continually editing and updating the tax roll lDThisi ebsite may not reflect the most current information on record. The Pro ert A and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at P y ppraiser http://www.miamidade.gov/info/disclaimer,asp Peosi�n tn add �n+r�l ►�ca�r Home Owner Lowman & Hammer Address Pg3 Date 11 /27/18 Window/Door WIDTH HEIGHT Window/door Allowable pressure Shutter Product rated MARK SGD, mull (in) (in) replaced? Product Approval # see NOA required? for impact? Location of opening + sf sf (y/n) (/n) (y/n) 36 SH 36.5 55.5 y 17-1018.08 75 75 n y Playroom 36a Mull 1 x 4 55.5 y 17-0630.11 170 170 n y Playroom 37 SH 36.5 55.5 y 17-1018.08 75 75 n y Playroom ; " • • • 38 SH 25.5 55.5 y 17-1018.08 75 75 n y . Master closgt 39 SH 23.5 55.5 y 17-1018.08 75 75 n y Office • • • • • 40 Door 40. 89. y 17-1226.10 60 65 n y 000000• Entry REVI •r ADD 41 n 42 n 0 : 0 43 n 44 -.. -�== n 45 n n My n48 ...... 49 n 50 n n 51 nn 52 53 n 54 n 55 y n n 57M n 58 n 59 n n Lowman and Hammer pg3 Template Ledger.xls Home Owner (Lowman & Hammer Address Page 2 Date 11 /27/18 MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) Window/door replaced? (y/n) Product Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) Location of opening + psf H psf 17 DFD 46.875 80. Y 17-1226.05 80 80 n Y Dininq Room 18 SH 39.625 55.5 17-1018.08 75 75 n Y Dining Room 18a 19 Mull SH 1 x 4 39.625 55.. 55.5 y 17-0630.11 17-1018.08 170 75 170 75 n n Y Y Dining Roorp • • • • • • Dining Roorli • • 19a Mull 1 x 4 55.5 Y 17-0630.11 170 170 n Y • Dining Roo • • • • • • 20 SH 39.625 55.5 Y 17-1018.08 75 75 n Y Dining Roo • 21 SH 41. 53. Y 17-1018.08 75 75 n Y Kitchen • 22 SH 47. 47. y 17-1018.08 75 75 n V Kitchen • • • 23 SH 37.5 63.5 Y 17-1018.08 75 75 n Y Stairway landin 24 SH 37.5 55.5 Y 17-1018.08 75 75 n Y Stairway landi • • ' 25 26 DFD SH 43.75 35.875 80.5 55.5 Y Y 17-1226.05 17-1018.08 80 75 80 75 n n Y 2nd Floor Landis ' Bedroom 1 49- ee;s ress 26a Mull 1 x 4 55.5 y 17-0630.11 170 170 n Y bedroom 1 Mull ....., •' 27 SH 35.875 55.5 y 17-1018.08 75 75 n Y Bedroom 1 MeeseEigress • 28 SH 35.875 56. Y 17-1018.08 75 75 n Y Bedroom /Pla r • Meetsedir-C§F,• 28a Mull 1 x 4 56. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets 1: regs 29 SH 35.875 56. Y 17-1018.08 75 75 n y Bedroom/Playroom Meets Egress 30 SH 30. 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 30a Mull 1 x 4 55. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets Egress 31 SH 35.875 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 32 SH 30. 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 32a Mull 1 x 4 55. Y 17-0630.11 170 170 n y Bedroom/Playroom Meets Egress 33 SH 30. 55. y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 34 SH 30.25 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 34a Mull 1 x 4 55. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets Egress 35 SH 30.25 55. Y 17-1018.08 75 75 1 n Y Bedroom/Playroom Meets Egress Lowman & Hammer pg2 Template Ledger.xls Home Owner ILowman & Hammer Address 145 NE 94 St, Miami Shores, FI. Date 11/27/18 MARK 1 1a 2 2a 3 4 4a 5 6 6a 7 7a 8 9a 9 10 10a 11 12a 12 13 13a 14 15a 15 16 Window/Door SGD, mull SH Mull SH Mull SH SH Mull SH Mull PW Geo SH Mull SH Mull PW Geo SH Mull SH Mull PW Geo SH Mull SH Mull PW Geo DFD WIDTH (in) 39.875 1 x 4 40. 1 x 4 39.875 35. 1 x 4 35. 1 x 4 70. 32.875 1 x 4 32.885 1 x 4 65.75 32.875 1 x 4 32.875 1 x 4 65.5 32.75 1 x 4 32.75 1 x 4 65.5 60. HEIGHT (in) 62.25 62.25 62.25 62.25 62.5 46. 46. 46. 70. 18. 46. 46. 46. 65.75 25.25 46. 46. 46. 65.5 24. 46. 46. 46. 65.5 24. 80. Window/door replaced? (Y/n) y y y y y y y y y y y y Product Approval # 17-1018.08 17 0630.11 17-1018.08 17-0630.11 17-1018.08 17-1018.08 17-0630.11 17-1018.08 17-0630.11 17-0918.07 17-1018.08 17-0630,11 17-1018.08 17-0630.11 17-0918.07 17-1018.08 17-0630.11 17-1018.08 17-0630.11 17-0918.07 17-1018.08 17-0630.11 17-1018.08 17-0630.11 17-0918.07 17-1226.05 Allowable see pressure NOA Shutter required? eQ (y/n) n n n n n n n n ny n n n n n n n n n n n n n n n n n Product rated for impact? p (y/n) y y y y y y y Location of opening Living Room Living Room + psf 75 170 75 170 75 75 170 75 136.9 80 75 170 75 170 80 75 170 75 170 80 75 170 75 170 80 80 - psf 75 170 75 170 75 75 170 75 136.9 80 75 170 75 170 80 75 170 75 170 80 75 170 75 170 80 80 Living Room• • • • • • Living Roonl w• Living Roo • • • • • • Florida • Florida room Florida room • Florida room • Florida room • • Florida room ' Florida rooru • • Florida room . • �.. • • Florida room • Florida room • • Florida room • • • • • Florida room Florida room Florida room Florida room Florida room Florida room Florida room Florida room Florida room Florida room Hammer -Lowman pg1 Template Ledger.xls MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEP CE (NOA) www.miamidade.eov/economy Impact Precious Wood, Inc. 163 West 24`h Street Hialeah, FL 33010 SCOPE: is a under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section 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 Section (In Miami —Dade County) and/ or the AHJ (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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control. Section 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 Building Code, including the High Velocity Hurricane Zone. :SPROVAL CRIPTION: Series "Double & Single" Out —Swing Opaque Wood Door w/ Wood Raised Panel — L.M.I. DOCUMENT: Drawing No. 17-294, titled "Double & Single Outswing Wood Doors, Wood Raised Panels", sheets 1 through 10 of 10, dated 11/20/17 with the latest revision dated 11/20/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATION: Specific Gravity of Mahogany = 0.55. Concrete substrate s e min. 2,846 psi. ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Bogota D.C., Colombia, series, 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 be done in its entirety. INSPECTION: A co of this entire NOA s all be' to Id d •toy tl� •user by the manufacturer or its PY i► .P .1 4 . distributors and shall be available for inspection at%e j86 s!te;at:he to stvithe Building Official. This NOA revises NOA No. 16-0119.02 and consists *6tThis page•1 a$dlevIdence pa e - d E-3, as well as approval document mentioned above. The submitted documentation was reviewed b;i TprAC M. PIgeddl, P. .• • • • • NOA No. 17-1226.10 MAMMA DE COUNTY 1ExpRration Date: October 12, 2021 • • • • • Approval Date: February 22, 2018 bL i �� Page 1/ ... . . . . ... . Impact Precious Wood, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDNECE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 16-004, titled "Double & Single Outswing Wood Doors, w/ Wood Raised Panels", sheets 1 through 10 of 10, dated 03/30/06 with the latest revision dated 05/18/16, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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, Side -Hinged Door Systems, per ANSI/AAMA 1302.5/ 1303.5 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Mahogany Out -Swinging Entrance Doors, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.'s FTL 4560 and FTL-4552, dated 07/20/05 and 12/05/05, both signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 06-0809.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Mahogany Out -Swinging Entrance Doors, prepared by Hurricane Engineering Testing, LLC, Test Reports No.'s HETI-04-1923A and HETI44-1923B, dated 10105 and 11/11/04, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 06-0809.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Tilteco, Inc., dated 01/12/16, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Glazing complies with ASTM E1300-98/09a D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ....... . .. .. orge M. Plasencia, P. E. ... . ... .. P,�p ct Control Unit Supervisor 0 0 ' NOA No. 17-1226.10 . •. :. ' .' . ' ;xpa-jition Date: October 12, 2021 "' 'Apptoval Date: February 22, 2018 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Impact Precious Wood, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014) and with ANSI/AAMA/NWWDA 101/ I.S2-97, dated 01/12/16, signed and sealed by Walter A. Tillit, Jr., P. E. 2. Statement letter of no financial interest and independency, dated 08/11/11, signed and sealed by Walter A. Tillit, Jr., P. E. (Submitted under previous NOA No. 11-0817.12) 3. Distributor Agreement between Colmad, Ltda.; Bogota, D.C.; Colombia and Impact Precious Wood, Inc., Miami, Florida, USA, dated 11/12/11, signed by Marebel Reyes Bustos and Ruth Velia Giraldo, respectively. (Submitted under previous NOA No. 11-0817.12) 4. Laboratory compliance letter for Test Reports No.'s FTL-4560 and FTL-4552, issued by Fenestration Testing Laboratory, Inc., dated 07/20/05 and 12/05/05, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under NOA No. 06-0809.04) 5. Laboratory compliance letter for Test Reports No.'s HETI44-1923A and HETI-04-1923B, issued by Hurricane Engineering Testing, LLC, dated 10/05/04 and 11/11/04, both signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 06-0809.04) 6. Proposal issued by Product Control, dated 07/26/05, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 06-0809.04) G. OTHERS 1. Notice of Acceptance No. 11-0817.12, issued to Impact Precious Wood, Inc. for their Series "Double & Single Out —Swing Opaque Wood Door w/ Wood Raised Panel — L.M.I.", approved on 01/19/12 and expiring on 10/12/16. 2. NEW EVIDNECE SUBMITTED A. DRAWINGS 1. Drawing No. 17-294, titled "Double & Single Outswing Wood Doors, w/ Wood Raised Panels", sheets 1 through 10 of 10, dated 11/20/17 with the latest revision dated 11/20/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS .. .... . . . •. 1. None. •••• . ......... . Jorge M. Plasencia, P. E • • • • • • • P rduct Control Unit Supervisor ' • NOA No. 17-1226.10 . . .'. ;. ' •' ; • • �J�xj�ation Date: October 12, 2021 ' •" • Apffroval Date: February 22, 2018 E-2 . . . . . . . . . % . . . .. .. . . . .. Impact Precious Wood, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, to FBC 6" Edition (2017) and with ANSI/AAMA/NWWDA 101/ I.S2-97, dated 11/20/17, signed and sealed by Walter A. Tillit, Jr., P. E. G. OTHERS 1. This NOA revises NOA #16-0119.02, expiring on 10/12/2021. . ......... . 71 orge M. Plasencia, P. E. • • • • • Prodifet Control Unit Supervisor ' • •. ; • • • ; • • NOA No. 17-1226.10 xpirra tion Date: October 12, 2021 • • • ft ' • • • • 'Approval Date: February 22, 2018 E-3 ••• • • • ••• • • GENERAL NOTES AND SPECIFICATIONS: . .. 1. FENESTRATIONS SHOWN -.-. ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE `BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. FENESTRATIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 STANDARD, AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FTL REPORTS No. 4752 AND 4560, AND HETI REPORTS No. 04-1923A, 04-1923B AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM (ALLOWABLE OWABI c STEM DESIGN-A.S.D) DESIGN PRESSURE RATING IS: +60.0 Of- -65.0 oaf WITH REQUIRED HARDWARE AS PER ELEVATIONS SHOWN ON SHEETS 2. 3 & 4. 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE '.d�W%QQJQ BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY G=0.55. WOOD BUyc�•M[JS 0 SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE ANGb 60 BE RCAEWEIl GY BUILDING OFFICIAL, AND SHALL COMPLY W/ SECTIONS 2411.3.3.3 & ••2:26 OF THE FLORIDA BUILSINO COKE. PROVIDE 1/4- MAX. LOAD BEARING SHIM SPACE (TYP.), WHEN A LOWED 6Y• J" QRAWING. • • • 6 ALL FRAME MEAERS SF4LL•BE CHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS 2, 3,•4 & 9, AS Ap • Y THESE JbffSTRATTONS WI %p REOUIRE A HURRICANE PROTECTION DEVICE • •• ••• • 8• . FENESTRATION'S••• MANUr'ACTU••RER•LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ••Y}EIE LASE •SftALL�E PLACEtlTlfiEVERY OPENING. LABEL SHALL READ AS FOLLOWS: 114PACT 1 10% JJOOD, INC• • • • • • i*AMI, FLOR DA. MRAMI-DADE BOUNTY PRODL" "4TWOL APPROVED. • •9� FENES1q. jJ NSTALLAT1190 BRIIZL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING A�}D Z IG REGVTIW PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO - "It. ALL FENESTRAIRONS COMNAENT•EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEALED, dW.6 0 PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. 11. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY SUBMITTAL TO MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL REVISION OR A ONE TIME APPROVAL. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA PRODUCT REVISED as complying with the Florida Building Code NOA-119. 17-1226.10 Expiration Date 10112/2021 By /' .__-- Mlami-Da 116 Product Control I/ A/9 I' A/9 I \ I' A/9 1/ A/9 II A/9 II A/9 1 (. ) D.LO.N. (Max.) 22 O.LO.H. 2'- ,' TYP D.LO.H. (MazJ 1 8 (TYP. ) (TYP.) 18 4A ,�0.c. 18 4A 17 �. 9'-0 F-G FA 9._3 /6. 4A (rYP.) , -„ (Moz.) (TYP.) (4„ S.H. 9 _B. .LO.W. (Mox.) 1 1 ( (Max.)\ F.H. B'-10 J S' 8'-10 3/6' D.LO.W. (4RaJ „• (Max.) S.H. 2'-11 1/4- S.M. 2'-It 1/4- S.W. (Ma'.) 7•-6- s.W. (Max.) (nwx S.W. Max.) /'6'-0' (uax.) _ = D.LO.W. (Mm.) C/9 C 9 (Max.) C/9 PF.H. v J / v C/ /9 4'-10 1/2- 9• D.C. 4A 4'-10 1/2' 9/-�ypc. V-10 1/2' O.LO.H. (Max. D.LO.H. (4oz. D.LO.N. (4oz_ .LO.W. D.LO.W. .) 1'-11 D.L.O.W. ax.) 10 1/2• 10 /2- 10 /2- 10 1/2' n .3 V-0, 0n.) 6.-0. • 9- F.W. (4aa.) F.W. (Max.) :. ..: 0 •- R q) �.; M-) 23 (TYP.) I/ A/9 A/9 Z(p II A/9 II A/9 •�TYP.'�• •I,A/• :I�A/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR • AGULAR DOOR (XX) (XX) .. ... • . :143• "'00."•• INTERIOR VATIONS ' ' • ' • • • N.T.S. PRODUCT REVISED • • • • • • • • as complying with itro Florida Building Cod* • • • • NOA-No. 17-1226.10 • • MAX. (A.S.D.) DESIGN PRESSURE RATING. DOUBLE DOORS WITH THREE POINT CREMONES @ Expiration Date 10/12/2021 lProduct POSITIVE 60 psf tp %, m Miami Da Control NEGATIVE 65 psf FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ` n 416 �t 02017 MTECO INC. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS DRAWN BY: F.aL IL EC O.N,. IMPACT PRECIOUS WOOD, INC. "DATE • /(• .. F .O ' \\\ ••• n IT TESTING a ENOINEERIMD COMPANY A A. xe - W YW. awmUi R v,M 163 WEST 2a STREET M4Moh. n SS010 V . , �'� ONA i� : (.>W ti+"� tin' o0od'ani' ,v, PN: (756) 222-0a27. FN (305) 425-3011 _ IDR7an1 c9r4 /E Aa P.E. SEII/SIONAIURE/DALE W4L�R^A TW1R ,Ir.: P.E. "�" - $MEET 2 OF v e.•a(TYP.).:...I A'/9' •I'A'/9 RtGULAR bOTSWING DOOR . • i... PREFIX •LEGEISD:• • •. 0: Flo i FRAME WIDTH - F.H. : FRAME HEIGHT - S.W. SASH WIDTH - S.H. SASH HEIGHT - D.L.O.W. DAYLIGHT OPENING WIDTH - D.L.O.H. DAYLIGHT OPENING HEIGHT - P.F.H. . PARTIAL FRAME HEIGHT I' A'/9 0 9 I' A'/9 21 22 Z._,;• (TYP.) O.-O.H. (Max.) 6• S.W.9 18 4A (TYP.) .LO.W. (Mm.) C'/9 3/8' 4A 99 0.40.X.II__ (Max. 10 1/2• 1► A'/9 t7-lo.c. V-5 / '-0' F.W. (Yo..� (TYP.) I' A'/9 ) A'/9 FULL ARCHED OUTSWING DOOR (XX) INTERIOR ELEVATIONS N.T.S. MAX. (A.S.D.) DESIGN PRESSURE RATING: DOUBLE DOORS WITH (4) CREMONE SURF OLTS ©1 + 3 POINT LOCK 9 POSITIVE 60 psf NEGATIVE 1 65 Dsf A'/9 F.N. F.H. S.H. P.F.H. I ♦.' (max.) (TYP.) I' A'/9 I' A'/9 ELLIPTICAL OUTSWING DOOR (XX) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.10 Expiration Date 10112/2021 ®Aa�saTii PL I IQ/; + Mlam a roduct Control FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4157 1 * 02017,ILTECOINC. DOUBLE & SINGLE OUTSWING WOOD 0 M- � IL ECONc. DOORS, W/ WOOD RAISED PANELS F.R.I. "a0E/" ORCip Tuur TESTING •ENGINEERING CONFA IMPACT PRECIOUS WOOD, INC. 10 MDT 24N STREET •... i •y„\ ecs w. xa.�I m_ : �wtma yv,e wiw.an. tt 33010 17-294 #)E iQt'lrii/.aFFs,F# `- m ®W�Baeaol.mm PH: (78E) 222--0t27. FAIL (]05) 42E-3011 DRAWING M K 4a P.E. SEAL/SIGNANRE/DATE W TRRIM lxLuT ...1fi7� "��' SHEET 3 Or e A'/9 2'-11' (' A'/9 19 r-S.W. (Max.)-, 9.-6. 1 -6 2Z 2'-11" F.H. 2'-11" M X. D.L.O.H. (Max.) (Max.) 21 D.L.O.H. (Max.) 6° (TYP.) , 5" o.c. j M x. 19 2 o.c. (TrP.) 2 2 I 18 (TYP.) ' A'/9 2'-11" i.W. (Mox.) 1._6. 21 P.F.H. (Max.) 6° 22 z'-11" 0.L-O.H. (Max. 9' 3 5 8° 4A g•_3 6/6. 19 4'A (TYP. 9'-3 s/8" 9" O.C. ax. 9'-3 5/8 9" o.c. \Z� I t5 I S.H / (TYP.) M x. F.H. (Max.) S.H. (Max.) S.H. (TYP.) S.H. Max. (TYP.) ( ) TYP. ( ) 9.-0" F.H. (Mox.) 1 -11° D.L.O.W. (Max.) _ D.LO.W. (Max.) 1 9 D.LO.W. (Max.) 9F.H." 1 9 D.LO.W. (Max.) (Max.) 1 9 _ ;7.F H (Max.) _(Max.) D/9 D/9 D/9 D/9 7'-6" D/9 D/9 /9 D/9 1'-10 ,/z` I 4 2'-11" 3'-s ,/6' 4 2'-11" (Max.) a'-s 1/a' 4 2'-11" 6•-0. P.F.H. (Max. 3'-5 4 18 TYP I 19 D.L.O.H. 1' (Max. it' D.L.O.W (Max. 10 /" • 10 1/2 boo: �•1 o c. • •L 9"- 23 (TYP. ) ••• • •mPa I _ 3-0• F.W. (MWS • • • • • •• 'A •9 a ... •• • ... 000900 SINGL REGULAR LIJIWING ODOR • ((X ioo • •••••• •••••• ••• PREAV tMEND: • - F.W. FRAME WIDTH - F.H. FRAME HEIGHT - S.W.: SASH WIDTH - S.H. : SASH HEIGHT - D.L.O.W. DAYLIGHT OPENING WIDTH - D.L i-I. : DAYLIGHT OPENING HEIGHT - P.F.H. : PARTIAL FRAME HEIGHT 0 L.O.H. (Max. D.L.O.H. (Max. o.L.O.H. (Max.) ( .) D.LO.W (Max. D.L.O.. (Max.k ax. D.L.O.W (Max. i0 1/2 10 1/2" 0 1/2 10 1/2" 10 ,/z" 2" t 6" g" 6" 6" 8" '6" 6" 21 a. 23 (TYP.) 21 a. 23 (TYP.) OF4'. 23 (TYP.) (rTP.) OtiP.)3,-0" I -0" 3'-0" -W. (Max.) F.W. (Max.) F.W. (Max.) 1, A'/9 1, A'/9 1' A'/9 SINGLE FULL ARCHED SINGLE 1/2 ARCHED SINGLE 1 f 2 ELLIPTICAL OUTSWING DOOR OUTSWING DOOR OUTSWING DOOR W N (X) PRODUCT REVISED INTERIOR ELEVATIONS as complying with the Florida Building Code NOA-Mo. 17-1226.10 N.T.S. Expiration Date 10/12/2021 iareum�.n� MAX. (A.S.D.) DESIGN PRESSURE RATING: ads QR A .....T1Q. reiiami-D de Product Control SINGLE DOORS WrrH (2) t A CREMONE SURFAC OLTS ©1 '_ r' + 3 POINT LOCK 19 ��` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) No. 167 02017 nLTEao nc. DOUBLE & SINGLE OUTSWING WOOD DRAWN W: POSrrNE 60 sf P ` DOORS, W/ WOOD RAISED PANELS r.R.L NEGATIVE 1 65 Dsf =- —r ?---� �T�L EC O IMPACT PRECIOUS WOOD INC 11/20/17 INC. DATE: TIWT TEST•Ni ! ENQINEERINa aOYPANY WEST 2L STREET weoq rt ATtw m; nTra Nikknh, R 3J010 17-294 iid �PPLPIr ne.: S : (� m-lv a-mon: titteca•aal.com Ea-000871e PM: (]88) 222-0427. FAX: (305) a28-Jail 2 aRAwwa N' NY P.E. SEAL/S1ONAWRE/GATE W&TER A TLLJT Jr., P.E. "_ ~, - - S.— { Or 10 n.ORI Lx. / 4{18] • • BILL 1 1.7 9 15 5/ 1 3/4" 1/16" 17 —llj 3 I 3/i Mtn. 'I PANEL BITE SASH FRAME GLAZING DETAIL FOR WOOD PANEL 23 N.T.S. • • • • ••• •• • •••• • • •• •••• • • • PRODUCT REVISED • • • • • • • • as complying with the Florida • Building Code 000 • • • • • • • NOA-No. 174226.10 000000 • • • • • Expiration Date 10/1212021 Miam ad roduct Control • • ttt,f'�tp, •' `��% � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) j * % ` CM17 TXTE00 C. DOUBLE & SINGLE OUTSWING WOOD �+* 0' r.RL DOORS, W/ WOOD RAISED PANELS IL EC O IMPACT PRECIOUS WOOD, INC. "DATE: ENE. TYdE T1UR TEsmTw: • ENG NEENINo coNPANr 16i w 2— S REiT {s AIL. O a1JJ tt y., A. a. , Ktaenn. n 3XI D : p06} n,-,m . r� : nnJ) Cn-,v, PH: 786 222-W27, Mx: (70s 426-J011 1 7-294 ( ) ) `�!t utuAfti++ . nwa: un«ooaa.�om _ v Drawwc N EB-0006719 P.E. SEAL/L TITRE/DATE WALIER A T21A Jr., P.E „/xV,r - - SHEET 5 Or A Roffl A li f —67 OF MATERIALS (TELL } REO'D. DESCRIPTION SIZE MATf7tN1 k REMARKS i 7 FRAME HEAD 1.78" x 6.09" MAHOGANY WOOD 2 t FRAME SILL 1.92" x 6.125" MAHOGANY W000 3 2 FRAME JAMB = 1.78` x 6.09" MAHOGANY WOOD 4 2 TOP RAIL 2.25" x 6.725" MAHOGANY W000 4A 1 INTERMEDIATE RAIL 2.25' x 4.715" MAHOGANY W000 5 2 BOTTOM RAIL 2.25" x 6.996" MAHOGANY W000 6 2 HINGE STILE 2.25" x 6.125' MAHOGANY WOOD 7 1 LOCK STILE 2.25" z 6.841" MAHOGANY WOOD O ACTIVE 8 1 ASTRAGAL LOCK STILE 2.25" x fi.547" MAHOGANY W000 O IN-ACTVE 9 AS REO'D. MAHOGANY WOOD BEAD 7/g" x 1^ ATTACHED TO SASH W/ i6 gage x 1 t/2' FINISHING NAILS SPACED AT 2" FROM CORNERS & 70" o.c. 11 AS REO'D. CLOSED CELL FOAM STRIP t/2" x 5/8" FOAM TAPE FULL LENGTH OF SILL i2 7 THRESHOLD (DOOR STOP) MAHOGANY 3/4" z 4' x 6'-2 1/4" LONG. ATTACHED TO SILL W/ � 8 x 1 i/2" F.H. WOOD SCREW FIRST 6", O 20" O.C. 13 AS REO'D. O-LON DOOR SEAL AT FRAME PROFILE 5/8' w x 1.00" h SCHLEGEL {� ODS fi50 14 AS REO'D. 0-LON WEATHER SEAL AT SASH PROFILE 3/8' w x 5/8" h SCHLEGEL � QEZD 320 15 AS REO'D. SEALANT - CLEAR SILICONE FRAME h FASTENER WSTALLATION SEALANT "GE" STOCK No. GE012A 17 AS REO�D. GLAZING - CLEAR SILICONE 7/8' WIDE & 1/8" THICK "DOW CORNING" No. 995 SILICONE 18 AS REO'0. STEEL. HINGES W POLYESTER COATING / 3 1/16" x 6 1 4' x 1/8' / HERRAIE SIDANEZ, S.A. � ARO6, WITH (8) �10z1 1/2" WOOD SCREWS (5) REO'D/LEAF AT FULL ARCHED/EUJPTICAL DOORS & 8) REO'D/LEAF AT REGULAR DOORS 19 1 3 POINT LOCK WITH BRASS KEEP SET 45 mm B.S. FULL HEIGHT SCHLEGEL SL-16 LOCK -STAINLESS STEEL 20 2 FABHERR THREE POINT CREMONES FULL HEIGHT STEEL W POLYESTER COATING 21 2/SASH CREMONE SURFACE BOLT Min. 12". 22' LONG 12' LONG O BOTTOM, 22" LONG O TOP 22 • AS R� 'dA • Q+ � • • E INSTALLATION SCREWS • • • I/4' F.H. ULTRACON W/ 1 1/4' Mir,. EMBED. INTO CONCRETE OR CONCRETE BLOCK h 1 1/2' INTO WOOD. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9' o.c Max. STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS M2(. EDGE DISTANCE = 2 1/2" INTO CONCRETE OR BLOCK & 1" INTO W !3 AS REO'D. WP00 RATS ANEL 5/8' THK. AT ENDS 8 1 }/a' AT CENTER MAHOGANY WOOD, 3/a" PANEL BETE • Z4 AS d ('�RNER C NSTRQU�CTION GLUE PPDED AT ALL MORTISE h TENON SURFACES CHEMICAL BOND W"N25 25 1 • ATRiNACTN��OR M�OCK SEE DETAIL. SHEET 8 AISI (3)4�S 10Ex i SF.H WOOD SCREWS STILE W/ �fi • • •1 • STRIKE PLA•.T�L•lbRtlIEMONE SURFACE •'iL�� P &BOTTOM 7/2"x 5"x 16" x 14 GAGE AISI 304 SERIES S.S. FASTENED TO SILL w/ (5) �8x1 t/2" F.H. WOOD SCREWS 4.22 .09" 1.125"� FRAME HEAD 3O FRAME JAMB 2so"t�.s7s"—� —r 1 I2" .6 L �L 6.125" I 2� FRAME SILL .875'" .875 tf 50 0„ t• • 1.000" • • i • • i • 00• i •fs91B 6" • • I • • • • • • • • •• •• •••• • 1.442b10•• .. • • • 00* t• 200" •• • • • 1.12541 L25' • • • —to 0 .2tt • 05 BOTTOM RAIL ® TOP RAIL. © HINGE STILE 0 12" 0.c. �7 LOCK SQTILE (ACTIVE) 50 rl " j— ZS" .875" 6 5" L x-125" I1.000' �- 90 MAHOGANY WOOD BEAD WOOD COMPONENTS N. T. S. 5' 4A INTERMEDIATE RAIL 41- -5.791 " 791 " 1.160" 1.301" 1.967 1.000 280" IL71 13 Q-LON DOOR SEAL .37 " 0.625" 0.875" 0.25" 0.25" 14 O-LON WEATHER SEAL SEAL COMPONENTS N.T.S. 13 7o" I � L1.000" � 12 DOOR STOP (THRESHOLD) AT SILL ;5875'.- 3.203" 0' 2.250" 5" �5.291"0" I-5.791 " #1Ox2 1/2" F.H. WOOD SCREWS 4" FROM ENDS, 0 12" o.c, ® ASTRAGAL LOCK STILE (INACTIVE) PRODUCT REVISED as complying with the Florida Bulldhy Code NOn-No, 17-1226.10 Expiration Date 1011212021 By I,.,%,,......__ Mlami-D"ade-Product Control I LOCK ELEVATION 7' 7/16- 1 9 16'-F'1 3 8- 2 3/8" 1 1/8' 1 5/8" 7/76, 7• 5/16' __PS/16_ �-6___-- _ /_ L_ / _ e3/16- r__________ ______________ _ ____ _ _ ___ ___ _ ____________ ___________________i 5/8' po Dp p /16 7 e' ® D 7 16' S/a 5/76" I I /16• 7 16 /16' L- - - - - - - - - --- - ----r----------- ------ - --- ---------------------- -- �i 1/z' i 1/8'�1 3/4" 1 1/9" 1 1/2"J ^1 3/8' I 7 5/8 1 3/a'- 3/16" '11 7/z' 1 1/a" 7 3/a" 1 1/5' 1/z•�- BOTTOM BOLT 45mm DOUBLE THROW CENTER CASE L TOP BOLT • • •• • •• • 0 0 0 • • • ••• • • •41 • • 11/�6' 1 11f16 • /r �• ••• • • • 000 • 1 • •1.13/16" i 1/4` • ..• b •• 1000 • 1 13/16" ••• • • • •• i i I t 9% 1 It/8- @y�l i X Xllf16' l ` • • Does • •6"5 •• 11/16• ••L I f2. 1f2" WJ @ 7/16" t/e' + 13/16- —3 1/16" ELEVATION SECTION X-X (8) 3/16"0 HOLES FOR CR F.H.wood SW 18 HINGE STILE: 3/8'. 1• BOTTOM VIEW LOOKING UP (2) HOLES FOR n/1s' f 10 x i" WOOD SCREWS (Typ.) ]3/4' 6 1/2• 3/4' 3/ 2 3/16" 3/4" 1/4' (TYP) 3/9' 1• 1. 3 g^ 1 t%76' 5/8' .R1// R1/4` 1 (3) HOLES FOR 3 a' 1/8' (rYP. 1/4' (m.) - L.1/16- (TYP.) #10 x 1" WOOD 1/2 1 1/2• 1 1/2' 1 1/z" SCREWS (Typ.) 8 TOP/BOTTOM STRIKE PLATES THICKNESS: 0.090• CENTER LOCK STRIKE PLATE PRODUCT REVISED THICKNESS: OA90' as complying with the Florida Building Code O9 SL-16 45mm BACKSET DOUBLE THROW 3 POINT LOCK "OA-No. 17-1226.10 N.T.S. Expiration Date 10/12/2021 BY a Miami-0ad� roduct Control FLORIDA BUILDING CODE (High Velocity Hurrlcone Zone) FeO.4 167 _= * 02017 DLMW 1Ic. DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS » �: IL EC O ,Nc. IMPACT PRECIOUS WOOD, INC. "DATE- e w / ��� '"� `��. ���'`iWl�� s%t7t( TILUT TESTING • ENGINEERING COIIPWf 4xa •.r. xm. i. w. >m - 0. n,N 163 -M 24M STREET NdalaaM1. FL 33010 PR: (M) 222-0427. FM; (305) 423-3011 17 - j ��/teR-maa� 0oo9a.�om oRnwwc294N �� �!>f fff _ �'�' Mli - P.C. SEI�L/SIGNAi11RC/DATE r•'N-TtTt A. T4111 Jr., P.E. FLORIOA Li. � 4I187 5HEE7 7 OE e ) 1� 1/2' 217— TOP OF LEAF 2 1 / 8" TOP OF LEAF STILE, STILE. O 0 GUIDES REO'D. W/ 3-_ #8 x 2' D SCREWS TO STILE TOP & BOTTOM (3) GUIDES REO'D. W/ (2) j8 x 2' O O W000 SCREWS TO STILE TYR TOP & BOTTOM 16" CONT. BOLT 11/16" CONT. BOLT vI 1078 STEEL W/ VARIES /-AI51 1018 STEEL W/ 302- PENETRATION 30' Max. 1/2' PENETRATION FRAME TO FRAME. (3) HOLES FOR C #To x 1" O O V(/000 .SCREW -It I3/16" r 5 15/16" 5 15/16.1L_ k • • •• • ••• • •• •• • 0 d ® C6914U. INACTIVE 000 e • • i LEAF a R KE PLATE SS • • i V IES • THILMWA: 0.090" VA • 30' Max. 000000 30' • 0 s •• •e• • • • 2 Min' BOTTOM OF LEAF 2 1 STILE. 1/2 2 i/2" 2 (TYP.) 2 BOTTOM OF LEAF STILE. _ KNOB ATTACHED TO W/ (1) 3/ 16"ox3] 1/4- F.H. SCREW 1 1/4- 11/16" CON-. BOLT AISI 1018 STEEL W/ 1/2" PENETRATION TO FRAME. F4' /4" GUIDES REO'D. / (2) #8 x 2' SCREWS TO STILE 5" CONT. BOLT 1018 STEEL W/ PENETRATION RME /—(3) GUIDES REO'O. W/ (2) J8 x 2" WOOD SCREWS TO STILE O O O O EDGE OF SASH EDGE OF SASH _ r(TOP/BOTTOM) DTOP/BOTTOM) 1/2" 1/2- 9/1611 i6 9/16" 9/16" 9/16" 1 1/2" 111/1/2" AT TOP: Min. 22a LONG, 3 GUIDES AT BOTTOM: Min.12' LONG, 2 GUIDES 21 CREMONE SURFACE BOLTS N.T.S. 1•_4• 5' T PRODUCT REVISED as complying with the Florida BuOilding Code NA -No. 17-1226.10 --------------- - -- Expiration Data 1011212021 By BIKE PLATE FOR CREMONE + RFACE10 OP & BOTTOM /2- Miami-oade�roduct Comm-o a ,e*�Q-•;!`G NSe'••, FLORIDA BUILDING CODE (High Velccity Hurricane Zone) V •. 16 � 02017 TaiErn me DOUBLE & SINGLE OUTSWING WOOD DOORS, W/ WOOD RAISED PANELS o�W B* F.R.L IMPACT PRECIOUS WOOD, INC. "DATE C 0,,.. sikitu fIME TJULn IESTWC a ENDWEER! COWANY vp x�w. i w 3m - uiow. n ss,a 163 WEST 24t SIRE -ET IWolaaA. FL 33010 mQ�'.•• • O � •. iiT1 ,xw. (766) M 27. FAX- (3as) 426-3D11 17-294 rryt..09 A3Sf 4,51 •� ._iiii, r Ed�6719 ' eom DRAWING FY aY i WALTER A TXUT Ur., P£ FLORIDA — / 4416] yiy SWNATURE/DATE „IN,r - _ SHEET 6 Or x1 (ONLY AT A' —A') 2.- 3 ••• • 4A • • 2 SDI O.H. • • • •(Max.) • I .•. (,I 9 • (ONLY AT A' -A? 111/2•M n - (STING CONCRETE EXISTING BLOCK WALL OR STRUCTURE/ r2" P.T. WOOD BUCK -E.D. POURED CONCRETE ° ° REQUIRED.. EMBEDMENT ' �) ° . t 1/2• Min.. 2 7 • P.T. WOOD BUCK EMgmMENT 1/4" Max. SHIM) • 1 • • • • 0 A' -A' (TOP & BOTTOM) _./ 2" P.T. WOOD BUCK 2 . EXISTING ° r POURED �1 SECTIONS A —A & A' —A' d. n ° CONCRETE ° ' N.T.S. 1/4" MAX. SHIM EXISTING CONCRETE BLOCK WALL OR 1" P.T. WOOD BUCK POURED CONCRETE REQUIRED. 0 o C-C 3 < OR 0O C.-C. 22 d (TOP & BOTTOM) 9 9 1 1/4" Min. EMBEDMENT E.D. A. . no 23 7 8 23 1 g LSTUCCots: 1'-n• 19 13 1'-n• 1/4" FINISH .LO.W. (Nor. 15 MAX. SHIM E SI SECTIONS C—C & C'—C' (XX) N.T.S. EXISTING 1" P.T. WOOD BUCK EXISTING CONCRETE BLOCKOR STRUCTURE 2" P.T. WOOD BUCK POUREDNALL CONCRETE REQUIRED. 3 3 ° < 1 e'd 1 1/2- Min. 22 TOP & ' EMBEDMENT BOTTOM (rYP•) 9 BEYOND) ° 11/4• Min. EI.aBE SENT - E.D. I g 13 23 t-t11/4"FINISH STUCCO 6 13 ZSHIM MAXMAX. SHIM RIOR SIDE PRODUCT REVISED as complying with the Florida SECTION D—D (X) Building Cod. N.T.S. NOA-No. 17-1226.10 Expiration Date 10/12/2021 Miam ad• oduct Control t le 1 l�r7x. n 2".1'.1/8' BENT STRAP W/ (3) 3/16'x1 1/2' LAG SCREWS AT EA. LEG `(NOTCH WOOD TO FIT STRAP FLUSH) STRAP DETAIL g SCAM 3/16• - WOOD ' I 1 BEAD i it Y,i ©. 7 OR S I II I j STILE ALL TENON (1) /10.3, 1 I � II INTERMEDIATE WOOD SCREW \ 1 I� RAIL 2-xi'x1/8" BENT STRAP W/ (3) 3/16'x1 1/2- LAG SCREWS AT EA LEG (NOTCH WOOD TO FIT STRAP FLUSH) /140" SLOTED WOOD SCREW / W/ 1 1/2" Min. EMBEDMENT FROM HEAD TO JAMB FRAME HEAD 2'x1BENT STRAP Wl- (3) 3/16'z1 1/2' LAGAG SCREWS AT EA LEG (NOTCH WOOD TO FIT STRAP FLUSH) i if FRAME (2) #14x3' SLOTTED WOOD SCREW' • • •�. W/ 1 1/2" Min. EMBEDMENT FRAME • • • FROM JAMB TO HEAD JAMB • 41CAL SASH 1MtRMEDIATE :QNRM11�(EXTERIOR VIEW) • • SCALE: -V16^000000 = i TYPICAL ARCHED/ELLIPTICAL FRAME TOP CONNECTION • • • • • • • SCALE 3/15' - 1' be • • •• • •j y w•L, O t Y • 2'x 1 "x t /8' BENT STRAP W/ (3) 3/16'xl 1/2" LAG SCREWS AT EA. LEG • • (NOTCH WOOD TO FIT STRAP FLUSH) INSTALLATION SEALANT NOTE: • • • STILE • • • • FRAME AND ALL EXPOSED INSTALLATION • • • • • • • I FASTENERS MUS BE PROPERLY SEALED ••• � (a OR ,)O WITH SEALANT 1�5 . sees • • • TOP OR BOTTOM ••••• • RAIL • • pose • rp.'iltLjj 4 r• • • 'ir ii) f Ipl°��' t�1• i' ff .. ✓-tee_ APPLIED AT ALL TENON tft�QY•• C'• - - MORTISE AND SURFACES a �l 441 7 (1) #IOx3- WOOD SCREW TYPICAL SASH TOPE BOTTOM CONNECTION SCALE: 3/16" - 1' (EXTERIOR VIEW) 'rAyssF.t1=< P.E. SEAL/sIp1A1UF /14x3' SLOTTED WOOD SCREW 1 1/2" Min. EMBEDMENT U HEAD TO JAMB #14x3" SLOTTED WOOD SCREW 'Oe0o"LW/ 1 1/2" Min, EMBEDMENT FROM JAMB TO HEAD FRAME JAMB TYPICAL REGULAR FRAME TOP CONNECTION SCALE: 3/16• - 1' 2'x1"x1/8" BEM STRAP W/ (3) 3/16'xl 1/2" LAG SCREWS AT EA. LEG (NOTCH WOOD TO FIT STRAP FLUSH) FRAME JAMB e'\ FRAME SILL 7 " (2) 1j14x3" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT I� >� e FROM JAMB TO SILL PRODUCT REVISED as complying with the Florida Buliding Code Non -Ho. 17-1226.10 J14x3' SLOTTED WOOD SCREW W/ 1 1/2' Min. EMBEDMENT Expiration Date 10/1212021 FROM SiLL TO JAMB Ely <_ _ TYPICAL FRAME BOTTOM CONNECTION mlannwaclwPfoduct Control / SCALE: 3/16" = 1'