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73 Dewees Ave. RES18-0401 Window - S~ RESIDENTIAL PERMIT PERMIT NUMBER ''*'=-rf'h. ,. CITY OF ATLANTIC BEACH RES18-0401 _ F== "" ISSUED: 2/25/2019 ::: 800 SEMINOLE ROAD `�'''9 ATLANTIC BEACH. FL 32233 EXPIRES:8/24/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BYx4PM FOR NEXT DAY INSPECTION.. ALL WORK MUS1 CONFORM TO THE CURRENT 6TH EDITION"(:2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS:::— # ° PERMIT,�TYPE z DESCRIPTION: °i I, VALUE OF WORK: 73 DEWEES AVE RESIDENTIAL ALTERATION WINDOW 1 $15000.00 RESIDENTIAL TYPE OF ` ° REAL ESTATE I BUILDING USE ZONING: SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 1695610010OCEAN GROVE UNIT 01 . COMPANY: • 1 ADDRESS.: CITY: I STATE:° ZIP: OWNER: ' • ° I ADDRESS: I ` 'CITY: STATE': I ZIP: LUISA SANCHEZ 73 DEWEES AVE ; ATLANTIC BEACH ' FL !32233-5817 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS , ° Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. FEES ` DESCRIPTION I ` ,. _ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND CONSEQUENT 455-0000-322-1006 0 $125.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.18 Issued Date:2/25/2019 1 of 2 - t'"L's'/f, RESIDENTIAL PERMIT PERMIT NUMBER 4 RCITY OF ATLANTIC BEACH RES18-0401 frA� 800 SEMINOLE ROAD ISSUED: 2/25/2019 ''"'0319';' EXPIRES: 8/24/2019 ATLANTIC BEACH. FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.45 TOTAL:$558.63 Issued Date:2/25/2019 2 of 2 + �=er; City of Atlantic Beach APPLICATION NUMBER -f .: , Building Department (To be assigned by the Building Department.) iL, „.4,---Nit.`.1 800 Seminole Road R CcI F5 _ �,/L(�'La' 3 Atlantic Beach, Florida 32233-5445 Es of v.....:-;-±y, Phone(904)247-5826 • Fax(904)247-5845 l l ;3,�, Email: building-dept@coab.us Date routed: I Z1 7 l (5/. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 73 A-tr Property Address: DEJA)eas -! =- ent review required Ye No Building 7,.1 . Applicant: CD _ - ann • : ening \\ Tree Administrator Project: U0 �, l�130 (AD Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature • Review or Receipt Other Agency Review or Permit Required• of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: - APPLICATION STATUS - Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle on-. Comments: BUILDINO ' PL . &ZONING Reviewed by: Date: /2-11-- ir TREE ADMIN. Second Review: I !Approved as revised. Denie . El Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:/-2 2-17 FIRE SERVICES Third Review: ['Approved as revised. Denied. Not applicable Comments: Reviewed by: Y ' C _ Date:2— S'20,7 Revised 05/19/2017 raki,,'c / , Z /Z[ 201 g OFFICE Copy **ALL INFORMATION f Revision Request/Correction to Comments 1 10#-, �' HIGHLIGHTED IN `• City of Atlantic Beach Building Department t GRAY IS REQUIRED. i` -,y • 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R Q-) I 5 -O 0 1 El Revision to Issued Permit OR 17)] Corrections to Comments Date:,:T.0IS1 l c{ Project Address:`. - .( ' Te.-4,3..(1U3 }(, xb,4\-4,aUT\ i3eQ_gA, ZZ 3? Contractor/Contact Name:; ' . S©N ; Contact Phone:i 305 Si F301 L-.o- - Email: t3-,)7 BctiU(-AOlOOs O-E. ,(DoKatie_• con .U.9 kcOv\ -E-,W WcaoL cc v v Description of Proposed Revision/Corrections: 1-cpCL Alor\ -c9'vo c U\R S-\---c v\ 2.'v\2S . '' n C ieD , ,5€.',(\e-- GCVO . 5.; aco r Q caw e_' a y! I;;''Wlk©m i affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? 0 N ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,�/ (Office Use Only) fTI Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due• 1? 5• c. o Revision/Plan Review Comments De ar-tment Review Required: ",,_s;,,Building] m d—. arming&Zoning Reviewed By Tree Administrator Public Works Public Utilities .2 — .?/-070/ 9' Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY CITY OF ATLANTIC BEACH A ' " 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 2/5/2019 Permit#: RES18-0401 Site Address: 73 DEWEES AVE Review Status: denied RE#: 169561 0010 Applicant: Property Owner: LUISA SANCHEZ Email: Email: Iuluwi@hotmail.com Phone: Phone: 3053229882 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. °,evisions G a '[ submitted[Kraal depart entsG completed allEi respective agdtTal, °ev cions s b i ted res mond In EACH department Gafiguk,Submittals(s resp o nd i O 0m m a_ ew corrections, EG accepted. Correction Commen : 1. The rece�ubmittals still do not show me the fastener location/spacing distant for the.SERIES-350 ALUMINUM FIXED WINDOWS. 2. Tie recent submittals also had information for a SERIES 600 ALUMINUM OUTSWING DbC .S. This was not on the original scope of work and needs to be added to the original application. Any incr ase of construction cost in material or labor needs to be reflected in the VALUATION OF WORK$ spae on the original permit application. 3\ There has also been no change in the VALUATION OF WORK$ since my plan review co nts dated 4/24/2019 after your resubmittal information saying that you would be installing 2500 sq. . of exterior stucco. 4. Pleas' ome to the Building Department to revise the VALUATION OF WORK.$space on the original permit app i . •• . 5. Tried calling the contac • : •: .• •- left •i- . n 2/2-1 I )o/'' I Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us „ OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION „V” /4 HIGHLIGHTED IN 6. 'tiik'A' City ofBeach Atlantic Building Department GRAY IS REQUIRED. 1k14'• *,1/4.-,./ 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT it RES'8 -040 ( Revision to Issued Permit OR 0 Corrections to Comments Date: 3 (Zcl\ Project Address: ...\ .2-----) LI3 " Contractor/Contact Name: .) \ SC)\/k. -4'alkl0 =. _C) / 0 l_)•_)1/Keyvt Contact Phone: .605 '3 i Ee)C)f `-k--0 Email: Descriptio. of Proposed Revision/Corrections: \ ---- `--3—\a-L)CD -(tS . `--C" - --- , I kl,A ,„; z,,,,,,A A-4 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional'square footage to original submittal? El No El Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? LI No *Yes (additional increase in building valu-sL• -IIII it: 1116ior ) (Contractor mu * if increase in valuation) *Signature of Contractor/Agent: --.1,... (Office Use Only) El Approved Ill Denied El Not Applicable to Department Permit Fee Due$ /00. OC) Revision/Plan Review Comments YAW no ;n fa i ert a 7 I;or a bovf-- t..„i ode ad PaS4-0111'v T a . SpqC-177s i , - - .., r a vo ion 0 ' .° .°' - ...- ,. . , ' • cz, br,-en2 k,. DepartmeQt Review Required: fri Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 7 Public Safety Date Fire Services Updated 10/17/18 se ° xtoj _ CITY OF ATLANTIC BEACH *r:*.t1:7!,‘:r1 .4.-,i ,^ ti- 4 800 SEMINOLE ROAD ' ``r OFFICE COPY ATLANTIC BEACH,FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 12/12/2018 Permit#: RES18-0401 ' Site Address: 73 DEWEES AVE Review Status: denied RE#: 169561 0010 Applicant: Property Owner: LUISA SANCHEZ Email: Email: luluwi@hotmail.com Phone: Phone: 3053229882 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions Ia"n1 submitted unial ALL`.departrnents�p completed respective reviews. 'evisions submitted res and EACH department review Submittals respond qo CG CGS Gp a � , �, sem.-�Y��:-s. �-.owyew correction;items will436, ® acce•ted` Correction Comments: 1. The NOA documents and drawing do not show the type of fastener used for securing the window, nor do the documents show the location of spacing of the fasteners. Please contact your window supplier and see if they can produce a Florida Product Approval Number that represents this window and the manufacturer. It will be easier for you to get the installation instructions from the DBPR's product approval website. The installation instruction are required to be on site for inspection. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us errig i/ed 2icV4 e „,./. 60 r w\.0✓t f 7 a.- 12- ' e /31v Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with OFFICE COPY w MIAMI-DADE M � :, MIAMI-DADS COUNTY M`� lb' : ' ,el PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued 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. DESCRIPTION: Series "350"Aluminum Fixed Windows-L.M.I. APPROVAL DOCUMENT:Drawing No. W17-27,titled"Series-350 Aluminum Fixed Windows (L.M.I.)", sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, dated SEP 21, 2017, sighed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Combining this fixed windows to any other system (under separate approval)to be reviewed by AHJ for the tributary load and end load anchors. 2. Use of insulated laminated glazing option"GI i"require the exterior lite to be tempered for Small Missile application LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", 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 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 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 17-0615.01 it MIAMI-DADE COUNTY Expiration Date: October 26,2022 Q:(alydF::p, : Approval Date: October 26,2017 k, Page 1 ,bt . , ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-27, titled "Series- 350 Aluminum Fixed Windows (L.M.I.)", sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated SEP 21, 2017, signed and sealed by Javad Ahmad, 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, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9404 dated 03/01/2017, signed and sealed by Idalmis Ortega, P. E. along with marked-up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL-9404 dated 03/01/2017 for kinetic energy loading complying with ANSI Z97.1 per FBC section 1618.4.6.3, signed and sealed by Idalmis Ortega, P. E. Note: This test report has an addendum dated AUG 31, 2017 issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated June 13, 2017, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 & -09. B. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for"Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t Edition), FBC 2017 (6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/17/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 12/16/16 and revised on 12/20/16 approved by Manuel Perez, P.E. Is aq 1. Chanda,P.E. Product Control Examiner NOA No. 17-0615.01 Expiration Date: October 26,2022 Approval Date: October 26,2017 E- 1 i 0rli� Revision Request/Correction to Comments **ALL INFORMATION 1 HIGHLIGHTED IN 'Cit of Atlantic Beach BuildingDepartment GRAY IS REQUIRED. 151 -, 800 Seminole Rd, Atlantic Beach, FL 32233 ., s,,} Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:.-L CS( g�-ozi0 Revision to Issued Permit OR Ell Corrections to Comments Date:I '► t 11 ‘ Project Address:iy 13 ',Pa--,--I - ` Jam. .a-n1-i2 .tc m f"L 3-X2-3 3 -- Contractor/Contact Name:I v V d `.5 7,,v,-^--%•, : -. )----)---)---P1 % ' Contact Phone , ?� �.' ',� , — _iV ` � ` Description of Proposed Revision/Corrections: C 4, ' e..---r ,- .% C.e—, -- --, Ivo....., r r.p , , — , -, - , li i ..... ...,a-4.e___' r... .<1.1. 4_e_.:- ^'^r---Af., __., .Pp J .5.\-•O.J 1-' }✓tea N Y 1 .,c.:4--..,;) - , i c�G ,__\--.,.._.>_,----,_. ^^ T co c, 3 �n S _c_��1 ,,,i o. In`.fra-� rsC: � "'t,ti0J 1Ll 1 \ 1 e m� -_--w affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/correctionsadd additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • WJII proposed revision/corrections add additional increase in building value to original submittal? -j No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) s 0- LI Approved 11Denied ❑ Not Applicable to Department Permit Fee Du- $ Revision/Plan Review Comments Qee„1 S.1L 5e lia ne Jk s-e .e 0,► .r t Va(V-&1 coy!.cif R-P4'led ak, , ,1ce-eaSao int -kh-t or1S ►"-^1.-1 po r ). Department Review Required: ` $Briildin _. y�' 1 :rteing&Zoning Reviewed By Tree Administrator Public Works 2 .c2- yi! Public Utilities Public Safety Date Fire Services Updated 10/17/18 t' '- s� CITY OF ATLANTIC BEACH ,,.r' p 0. °* tel 800 SEMINOLE ROAD 'i.,,s / ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 1/24/2019 Permit#: RES18-0401 Site Address: 73 DEWEES AVE Review Status: denied RE#: 169561 0010 Applicant: Property Owner: LUISA SANCHEZ Email: Email: luluwi@hotmail.com Phone: Phone: 3053229882 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions faimEDRIlxg submitted mai=`departments Gid completed their respective agiligmc Revisions submitted KW respond fp EACH department mdcm,Submittals fre respond in clik CGS(Tiff yew correetioraMiVaw2 lb@ accepted Correction Comments: 1. Submit the square footage of stucco to be installed to replace the existing siding. 2. On the revision submittal dated 1/17/2019, you marked the 'NO' for the box stating that no building value increase from the results of replacing the siding with the stucco finish. The YES box should have be selected as the installation of the stucco finish will add to the value when you consider the price of the materials and labor, and this could result in a change in the cost of the applied for building permit. Please return to the Building Department and resubmit the revision to add the siding replacement with stucco and revise the original cost value of the building permit you have applied for. 3. Still waiting for the replies to my review comments sent on 1/22/2019. Building Mike Jones , Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 , 904.247.5844 Email:mjones@coab.us empae ei 2.10/ Pet': w CC,,n..,,,,.-e n 4, /- 2 Lf 1 g i'''''tf Resubmittal Notes: urri puri ;� �. Revision Request/Correction to Comments *ALL INFORMATION HIGHLIGHTED IN i +r'; ''t City of Atlantic Beach Building Department I GRAY IS REQUIRED. { 'V, - 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:.'4G L OL D 0 Revision to Issued Permit OR 0 Corrections to Comments Date:� ")-�cl y -- P1 - r Project Address:I '� 3 , c,,.,.) e, 'J� ,v-.)--+G -e- 0G� tel_ 3`�7^3� Contractor/Contact Name:t v -,--, Z v.�, ',—"I '7 -. --,. Contact Phone:'s. ��J ,�`)=��4::1-tf--1... 'Email: 1v1 v•1/4.l-s 0 1/ND)--.M- , Cc. .,---r1 E Description of Proposed Revision/Corrections: Y ' _ . I1<-+15x'1 `: 1-1--� affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? - )A No III Yes (additional s.f.to be added: ) • nil proposed revision/corrections add additional increase in building value to original submittal? No ❑*yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied . ❑ Not Applicable to Department Permit Fee Du: $ 3.19,0 c) Revision/Plan Review Comments sst, ken,'1lal T ci}d 40,' "-Pe/- 'A-f p6 seeVr'e(r 2Reu,ei - ,rt. 1 n ✓ &la, 7 Department Review Required: � un � .-'=r f)49^ �r.--� nning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 1^27'd Public Safety Uate Fire Services Updated 10/17/18 4 OWN yV .+� S CITY OF ATLANTIC BEACH 0 4 800 SEMINOLE ROAD 't, .� ' ATLANTIC BEACH, FL 32233 .4" (904) 247-5800 14.44,102, BUILDING REVIEW COMMENTS Date: 1/22/2019 Permit#: RES18-0401 Site Address: 73 DEWEES AVE Review Status: denied RE#: 169561 0010 Applicant: Property Owner: LUISA SANCHEZ Email: Email: luluwi@hotmail.com Phone: Phone: 3053229882 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. °evisionsMT NCR C7a O submitted Ea all,departments have completed their respective agiviima °evisions submitted respond EA@H department aggiam Submittals respond aDOGf7CiiililpCSE few correct ion iternstbOaccepted Correction Comments: 1. The resubmittals do not provide the information asked for on my first review. No information has been given on the on center spacing for the fasteners of these windows. Your supplier should be able to produce a Florida Product Approval Number. The recent submittal is page 3 of 7. Perhaps the missing 6 pages has the ELEVATION page that has the spacing requirements. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us I'71q,Lel -91‘04 Pe J ek- Lo,mry.PATL S' 1-22 -Il hA?I Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence numberwithin it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left cm d ;d' ` Building Permit ApplicatioFFIC COPY l2/8/17 tV-•-•,‘v•-• : City of Atlantic Beach • fi v' 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 n ¢ Job Address: "13 De.--,-)¢.1,5De.--,-)¢.1,5tn tJ2- 'F k1 ) �j`)^-D^3 Permit Number: y�ES/ C1 0 vs / Oc ea--• f.rT►'•R..-- Legal Description )5-11.. .c 2S - 2-01 .}-) 5i71eT Lx -T` U'T5Y3L1.y RE# IX15 L Foot _LP`eloov {'rep, R-eveS Olaf 1/29/19 m a/zI/2p14 Valuation of Work(Replacement Cost)$ 5,c2- ..c. Heated/Cooled SF Non-Heated/ oled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool , indow/Doo • Use of existing/proposed structure(s) (Circle one): Commercial (siden I • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes rp N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal t.'' V Describe indetailthe type of work to be performed: LIJ N \/I „-, .,.! f r1 G�.r ' y—• -1- ��.r a �s 0 1 1-s.,, Florida Product Approval# for multiple products use product apr aiior,�n . Property Owner Information A Name: )A6 .,-1 7ctw,•j ':-.7Address: 'Y iVJ� �r%e,e3 0 c F= d ' iW.. City 4)-1,1,4,e_ .Les C...\--s `FL Zip '5(,24-1-,'3'.3Phone C 5j "'3`')- -.- E-Mail 1'.. v.; 6i t• -vn.o a . (,0", (3�S 31� o ct Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Ni-a) � ��-�--r .%4 0 : ®CC • ri Contractor Information t- co w Name of Company: Qualifying Agent: 0 i w Address City State Zip LL a ur dLI Office Phone Job Site/Contact Number >. c►. fC irl State Certification/Registration# E-Mail . I.- ! © w Architect Name& Phone# • W Li U) L Engineer's Name&Phone# W W Workers Compensation re a: Exempt/Insurer/Lease Employees/Expiration Date • 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 the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and •there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. • 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 ;•'"''-`±'—'& ' NG YOJY OTICE OF COMMENCEMENT. + :y ii � I•■1 '�1�` ` _c- - - t ix N (Sigma.,ure of Ogre (Signature of Contractor) S z 2 e including contractor) Q 'igp :and_sworn to(or affirmedkbefore me this day of Signed and sworn to(or affirmed)before me this day of 1 r42 .f e- IiiA� ,:by D by a izg c$ (Signature of Notary) (Signature of Notary) .14.:',1),. : dd, .11s.,,-, . .anally Known OR [ ]Personally Known OR --:(6..,[e °:. ced Identification 1 [ ]Produced Identification o. Identification: V r�}/eY' o f 0(1S - Type of Identification: tf',`/;'. 1 OFFICE COPY j *; CITY OF ATLANTIC BEACH 47%WNER/ BUILDER AFFIDAVIT Z I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION • CONTRACTING"`REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: • • • DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED . CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR • AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST • BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE • LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. • V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. -13 A.4.a, .1N, fL 3)-D-3 3 (30 513`),D-- -s71 ADDRESS ADDRESS HONE NU BER . Q gbA t , C1 P E (210,t( (f8 , • RE -41111kDATE I LI Before me this�1 day of , {0C..e/r 1V(,r,201( in the county of . Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true a�curate. N. Notary Public at Large,State of ' 011 ,County of I,d)W1` ❑P rsonallyKnown ' p / I ' • .3:Y.I2 e!,„ MARISSALORDA LldProduced Identification- •)(�J (� s l (cense * �' ' MY COMMISSION#GG 228145 • / /' :"a• -a= EXPIRES:June 12,2022 k1/14 /0` / "1 F r Bonded Thru Notary Public Underwriters Notary Signature: y1-SSL f�t� ` F:BLDG/Owner-Builder Affadavit;REVISED:4/16/2009 OFFICE COPY M IAM I•DADE +: 644 rr; ,t MIAMI-DADE COUNTY � =�'°" PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.6ov/economv ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued 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. DESCRIPTION: Series "350"Aluminum Fixed Windows-L.M.I. APPROVAL DOCUMENT: Drawing No.W17-27,titled"Series-350 Aluminum Fixed Windows (.L.M.I.)", sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, dated SEP 21,2017, signed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Combining this fixed windows to any other system (under separate approval)to be reviewed by AHJ for the . tributary load and end load anchors. 2. Use of insulated laminated glazing option"Gni"require the exterior lite to be tempered for Small Missile application LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",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 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 Oficial, This NOA consists of this page.1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. ,' - `1.:I ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-27, titled"Series- 350 Aluminum Fixed Windows (L.M.I.)", sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated SEP 21, 2017, signed and sealed by Javad Ahmad, 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, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-9404 dated 03/01/2017, signed and sealed by Idalmis Ortega, P. E. along with marked-up drawings and installation diagrams of Alum Fixed Windows,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL-9404 dated 03/01/2017 for kinetic energy loading complying with ANSI Z97.1 per FBC section 1618.4.6.3, signed and sealed by Idalmis Ortega, P. E. Note: This test report has an addendum dated AUG 31, 2017 issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated June 13, 2017, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04& -09. B. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours & Co., Inc.) for"Trosifol: Ultra clear, clear& color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.,Inc.)for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of confounance to FBC 2014(5th Edition), FBC 2017 (6th Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 10/17/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTNFR 1. Test proposal, dated 12/16/16 and revised on 12/20/16 approved by Manuel Perez, P.E. Ishaq I. Chanda,P.E. Product Control Examiner NOA No.17-0615.01 Expiration Date: October 26,2022 Approval Date: October 26,2017 E-1 OFFICE COPY Windows and Doors White Gray Glass impact full view Measurements QTY French door entrance x� 39 x 96 1 Hardware Innerly Horizontal rolling window 4 Single hung 19 1%8 x;505/8" 5 Single hung- Frosted 35 �'" 2 bathrooms Single hung ' a a1 x 35`l s 1 Sliding glass door 1-7:AMR(MtV 1 'i172x 8® 4' i 4 Sliding glass door .� .r�`�"�--�.�., Picture window 72 x 66 4 ? Horizontal rolling window 462x350 5`%8 1 Fixed window-picture - _06x+X65 8 Clipped alluminum tube �' �.66 4 Added OFFICE COPY WINDOW WIDTH ��U N I ' FALSE MUNDNS D.L OPG. n (SURFACE APPLIED) a d� Z m p j MAY BE USED 4 in'V o� 2 I I I I I . qua°'I m —T odIgi a . . — I Iia I — 8g1 O _ ,1 — Ct p 2° ID — T — j a s: _ 1 a52E WINDOW WINDOW O J 12 r-. WIDTH I I WIDTH I i -___,L L____ D, 1� 7 Y a r r — 1 — Apgroved as complying web the I ,-1,, U Florida Dui/ding Code I J `� )1 21 § owe 04T24 Z01/ — I — o J m NOAH I/-OG/s.b1 I z ur 0 0 Miami Dade Product Control -- -- ror W I I g Dy 151,-.1‘.0,. , _ I I L JO j En N r0 0 SERIES 350 I I I m s M WINDOW WIDTH WINDOW WIDTH ? 0 0 M al 1 1 1 1 ALUMINUM FIXED WINDOW (L.M.I.) 10"MAX. I_ b 5'MAX. < o a0 m r' ——I r————, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS HEAD/SILL HEAD/SILL .n —3 I I I OF FIXED/FIXED OR FIXED WITH OTHER WINDOW (UNDER SEPARATE CORNERS n 3 Z m TYPICAL ELEVATION a R �, APPROVAL) TYPES IN MODULES OF TWO OR MORE WINDOWS USING ffi 0PI I I MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. rn w0 PIiLOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILLI I ii I I APPLY TO ENURE SYSTEM. GLASS D.L.Q. DIMS ..- L— —J AHJ TO REVIEW SUCH APPLICATION AND VERIFY TRIBUTARY LOAD D.LO. HEIGHT = WINDOW HEIGHT - 3.625" AND END LOAD ANCHORS. D.L.O. WIDTH = WINDOW WIDTH - 3.625" WINDOW WIDTH I I WINDOW WIDTH 1 L WINDOW WIDTH I- DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER $ ————, ———, CHARTS SHOWN ON SHEET 3. I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE E, I I �i / I ir j REQUIREMENTS OF THE 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDAmI -+ r IrBUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). o iv3 I % / PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. v 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE n L J DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Li »:; ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. o o WINDOW WIDTH J r' WINDOW WIDTH 1 WINDOW WIDTH_ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE '>9 B Ir 1 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `1111NILlilr/� _ _ _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `�����paD•AB{g+o�/��i��' , SIBLE. •MATERIALS INCLUDING BLIT NOT LIMITED TO STEEL/METAL SCREWS,THAT ?i;? •.. ..... ... ...... . .... ... .... .I COME INTO CONTACT WITH OTHER DISSIMILAR MATERW.S SHALL MEET THE70592 d; 3 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. _ / 1*, d o $ PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONI - - THIS S B FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ®'•, 6T drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR A�ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE W1 7-27 WONDITER INS NOTION WNRESINA THI ETC.VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WRHIN SQUARE OR RECTANGLE AS CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �i S SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. AND TO BE REVIEWED BY BUILDING OFFICIAL (sheet 1 of 6) OFFICE COPY 3/16'TEMP. GLASSfri 4 w 3/16'HEAT STREN'D. CLASS 5/16'NR SPACE �1 cv n 090° Interlayer 3/16'HEAT STREN'D.GLASS Z q aP .. Trolfol By ekurcroy America, Inc.' 090'Interayer H Trosifol PVB S ;a u. By'kuraray America, Inc. • a `S 3/16'HEAT STREN'D. GLASS O O c 0 3/16'HEAT STREN'D. GLASS 0 J ' im zm im Z D�iN� m rn SILICONE m SIUCONE - m SILICONE SIUCONE m5 © 4D 1 I DOW CORNING 899 1. © © DOW CORNING 899 m © 1 DOW CORNING 899 o 5 © m DOW CORNING 899 d g 0.raa rrIIII rr�1 U. I 0 rc �.I�Ne o �.I� 0 ��111111. bnmo 'Mill F�,... � o Q�_ tl 6 7Y�1►'c' _��Ra: !--1-7+7------- -27_ IYIYI911ri•] W N_o o rc ¢ CARDINAL XL o= ' �1 CARDINAL%L 4'Z O C II� �� o EDGE SPACER g 1 '�I �] ' EDGE SPACER .5 0 E Offi ST. STEEL ST.STEEL Q�i 2,12 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LIVES f 0 AT 1S14 INTS O AT 1 4 INTS O WIDER T AN 36'ONLY O WIDER THAN 36'ONLY N GLASS TYPE 'G2' GLASS TYPE 'G2i' _i J N 7/16"OVERALL LAM.GLASS 15/16.OVERALL INSUL LAM.GLASS 's _I m O m O Z N o 3 � n 0 Lii Approved it complying with We w 3/16'HEAT STRER'0.GLASS Florida Building Code Dme tot2.6II/ ¢ W LL i- NOAH VI-6 C.1S'O1 2 Ln to 5/16'AIR SPACE reko 3/16'HEAT STREN'D.GLASS Miami Dade Product til Z a 090'Interlayer 3/16'HEAT STREN'D. GLASS By(5tn-y\.( ..••S� -10 oM tilSentryGlon 090' Interloper 'I a J By'Koran,America. Inc.' SentryGlas N Z •LL m 3/16'HEAT STREN'D. GLASS By'Kuraroy Americo. Inc.' th'r Zy 3/16'HEAT STREN'D. GLASS La 0 N J" iq i ° Z ° z ° zm in lil wM a m SIUCONE m to SIUCONE m my SILICONE i m SILICONE to ® h I DOW CORNING 899 i © © DOW CORNING 899 \7 © 1 I DOW CORNING 899 m 5 DOW CORNING 899 cs m A. m A. m g' 'Olt _ ,,,.1.ae: _�..�•: y��T�. :•.:I_ I.Y1711�1=mill_ 4 6 ¢ ��,t.�c�� � CARDINAL XL �rj' �� CARDINAL XL f5 1-11-117 I rc t I __P• GES PPA-CER ( II GE,SPACER q E AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LRES 0 AT ALLISIZES01 0 ALLISIZES INTS vii. O WIDER THAN 36'ONLY Q WIDER THAN 36'ONLY n' N wa r GLASS TYPE 'G1' GLASS TYPE 'GIT * m v o 7/16"OVERALL LAM.CLASS 15/16'OVERALL INSUL LAM.GLASS '> ‘,0010 111I/frr/ < GLAZING OPTIONS t- r.:-•;.:2 r%�7 � I att� �� '�� GENSLc' i � o q .70592 = o • ' OF '(/� drawiing—no. NOTE: ••' PL LFGLASS SGITEMPERED W17-27 /SS/ONAy � �TO QUALIFY FOR SMALL MISILEIMPACT LOCATION ,lin lll111t (sheet 2 of 6 • OFFICE COPY • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 4,84%1r SEE ELEV.- EDGE DIST. I SEE ELEVS. SEE ELEV. 0:1 1BY FOR SPACING \ METAL FOR SPACING FOR SPACING n ., WOOD BUCK n STRUCTURE f r___________________�'I m Z 'n 3 •. - ' .. ASMI-DADE COUNTY APPROVED p e$ DI MUWON& MUWON ANCHORS o F `4 ,e ' d.'• a:° rl° / SEE SEPARATE NOA Ali EDGE ul a ::- 1 " ! s I ill EDGE DIST. 14..DIST. d a U ff .3 c• 1 ca j..6,.;,....1 ill� 8 n- g miN� 7^m� r .` O vi = Ir71 g Till Tnn g. V Q ui ei I! I!:I - - p a..0 125 II aW !I II it © p o 1.E AyW° II Ire 6 • 1 a e-(� i3 ii jI TYPICAL ANCHORS (o z of_ SEE LEV. II it FOR SPACING .J CS g ii i: i!: WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. Q — ii! iT S MUSUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •• •••• ••!!! I! II it AND TRANSFER THEM TO THE BUILDING STRUCTURE. o ii ii v U $ i! I! TYPICAI, ANCHORS: SEE ELEV. FOR SPACING3 J u' ico i ii 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) Z !i II N o INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 3 m ii it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 8 a 0i! ! THRU 1BY BUCKS INTO CONC. OR MASONRY LJ !i ii 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o 0 0 0 lyi !ili 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) z ?�-c.1.3 m 3 _J RI II 11/11DIRECTLY INTO CONCRETE OR MASONRY a 0 6 M N z W ii i !i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z •3LL m !i ii !i 1-3 4° MIN. EMBED INTO FILLED BLOCK JAMBS ? I! i! to ii ii ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) '•i O o0 !i !I Apo e+aai complying wiIhthe INTO MIAMI-DADE COUNTY APPROVED MUWONS v, W m� 8 !i Ii !i Florida Building Cede OR 1III Date 101261 r1 : Ii!t INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ^ NOAH t'1-04M.01 II i! it Miami Dade Product.Comm! (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE II I! !I! Y Ise,,. (..((L G�i�1— ALUMINUM: 1/B"THK. MIN. (6063-T5 MIN.) is I:1 !:i B STEEL: 1/B" THK. MIN. (Fy = 36 KSI MIN.) 3 II! i! I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8 i II it ii ii ii TYPICAL FDGF DISTANCF a°n g i! i! i! INTO CONCRETE AND MASONRY = 2-1/2" MIN. mg i! i! i! INTO WOOD STRUCTURE = 1" MIN. v 0 ii i! ii li !i !i PROPERLY SECURED INTO METAL STRUCTURE = 3/4" MIN. n ii !i !i CO 1BY WOOD BUCK WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ii ' is I: I:: (SEE NOTE SHEET 1) cat m I, I I , O CONCRETE AT HEAD, SILL OR JAMBS 1'0= 3000 PSI MIN- a Y O II___i! i!". la y C-90 GROUT FILLED BLOCK AT JAMBS I'm 2000 PSI MIN- •5 v o 8 T-•.:' RA YY11II Il i77 •`C " i .•,� AH tg I.., ei • 11111M111=Milliall TIM �`'�••VGENBF••;� ,.. T a a >.` _! d•, :� �`N. _''-' - .°.70692 .. •..Q .4 •�z_,' < I° •TYPICAL ANCH RS . - ' �_ u v.. Q. •s 8 I SEE FOR SPACING °TYPICAL ANCHORS i° OF J drawing no. „ . FOR E naNc i!? ' EDGE DIET. EDGE DIST. ,a iiii0 (sheet 4 01 61 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - P - GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPES GLASS 1 WINDOW DIMS. 'G2' I& `G-2i' '91' 'GE' WINDOW DIMS. 'G2' & 'G2i' 'G1' 'Gil' WINDOW DIMS. 'G2' & '921' 'G1' WIDTH (W) LENGTH (L) EXT.(+ 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) • 24" 75.0 I 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 30" 75.0 I 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 36" 108" 75.0 75.0 75.0 ® 42" 75.0 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 75.0 48" 42" 75.0 75.0 80.0 90.0 75.0 105.0 48" 78" 75.0 75.0 75.0 75.0 - - 48" - - 75.0 54" 75.0 75.0 60,0 90.0 75.0 105.0 54" 66.7 66.7 75.0 75.0 - - 54" - - 75.0 IA 60" 75.0 75.0 80.0 90.0 75.0 105.0 60" - - 75.0 75.0 - - 60" - - 75.0 63-1/4" 75.0 75.0 80.0 90.0 75.0 105.0 63-1/4" - - 75.0 75.0 - - 24" 75.0 75.0 80.0 66" 75.0 75.0 80.0 90.0 75.0 105.0 66" - - 71.9 71.9 - - 30" 75.0 75.0 80.0 72" 75.0 I 75.0 80.0 90.0 75.0 105.0 72° - - 65.9 65.9 - - 36" 75.0 75.0 75.0 24" 75.0 I 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 90.0 75.0 105.0 42" 114" - - 75.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 48" - - 75.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 36° 75.0 75.0 80.0 90.0 75.0 105.0 54" - - 75.0 42" 75.0 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 48" 46" 75.0 75.0 75.0 90.0 65.6 91.9 48" 84" 75.0 75.0 75.0 75.0 - - 30" 75.0 75.0 75.0 54" 75.0 75.0 75.0 90.0 65.6 91.9 54" 66.7 66.7 75.0 75.0 - - 36" 75.0 75.0 75.0 120" 60" 75.0 75.0 75.0 90.0 65.6 91.9 60" - - 75.0 75.0 - - 42" - - 75.0 63-1/4" 75.0 75.0 75.0 90.0 65.6 91.9 63-1/4" - - 75.0 _ 75.0 - - 48" - - 75.0 66" 75.0 75.0 75.0 90.0 65.6 91.9 66" - - 71.9 71.9 - - 54" - - 75.0 72" 75.0 75.0 75.0 90.0 65.6 91.9 72" - - 65.9 65.9 - - 24" 75.0 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 DESIGN LOAD CAPACITY . 36" 75.0 75,0 80.0 90.0 75.0 105.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 GLASS TYPES GLASS 42" 75.0 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 75.0 75.0 - - WINDOW DIMS. 'G2' & `G2i' '0 48" 54„ 75.0 75.0 75.0 90.0 65.6 91.9 48" 90" 75.0 75.0 75.0 75.0 - - WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 54" 66.7 66.7 75.0 87.8 58.3 81.7 54" - - 75.0 75.0 - - 19-1/8" 75.0 75.0 80.0 60" 66.7 I 66.7 75.0 87.8 58.3 81.7 60" - - 75.0 75.0 - - 26-1/2" 75.0 75.0 80.0 63-1/4" 66.7 66.7 75.0 87.8 58.3 81.7 63-1/4" - - 75.0 75.0 - - 32" 75.0 75.0 80.0 38-3/8" 66" 66.7 66.7 75.0 75.0 - - 66" - - 71.9 71.9 - - 37" 75.0 75.0 80.0 72" 66.7 I 66.7 75.0 75.0 - - 72" - - 65.9 65.9 - - 53-1/8" 75.0 75.0 80.0 24" 75.0 I 75.0 80.0 90.0 75.0 105.0 24" 75.0 75.0 80.0 90.0 75.0 105.0 63" 75.0 75.0 80.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 19-1/8" 75.0 75.0 80.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 26-1/2' 75.0 75.0 80.0 42" 75.0 I 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 75.0 75.0 - - 32" 75.0 75.0 80.0 50-5/8" 48" 60„ 75.0 75.0 75.0 90.0 65.6 91.9 48" 96" 75.0 75.0 75.0 75.0 - - 37" 75.0 75.0 80.0 54" 66,7 66.7 75.0 87.8 56.3 81.7 54" - - 75.0 75.0 - - 53-1/8" 71.1 71.1 75.0 60" 60.0 60.0 75.0 75.0 - - 60" - - 75.0 75.0 - - 63" 71.1 71.1 75.0 63-1/4" 60.0 60.0 75.0 75.0 - - 63-1/4" - - 75.0 75.0 - - 19-1/8" 75.0 75.0 80.0 66" 60.0 60.0 75.0 75.0 - - 66" - - 71.9 71.9 - - 26-1/2" 75.0 75.0 80.0 72" 60.0 I 60.0 75.0 75.0 - - 24" 75.0 75.0 80.0 90.0 75.0 _ 105.0 32" 75.0 75.0 80.0 24" 75.0 I 75.0 80.0 90.0 75.0 105.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 37" 63" 75.0 75.0 80.0 30" 75.0 75.0 80.0 90.0 75.0 105.0 36" 75.0 75.0 75.0 75.0 - - 53-1/8" 67.8 67.8 75.0 36" 75.0 75.0 80.0 90.0 75.0 105.0 42" 75.0 75.0 75.0 75.0 - - 63° 57.1 57.1 75.0 42" 75.0 75.0 80.0 90.0 75.0 105.0 48" 102" - - 75.0 75.0 - - 19-1/8" 75.0 75.0 60.0 48" 66" 75.0 75.0 75.0 90.0 65.6 91.9 54" - - 75.0 75.0 - - 26-1/2" 75.0 75.0 80.0 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. EDGE DIST. SEE ELEVS. FOR SPACING - FOR SPACING 1BY n METAL 11 • WOOD-BUCK • . STRUCTURE I ' Fr MIAMI-DADE COUNTY APPROVED 1 c 4 ° a DID TE MULLION & MULLION ANCHORS . d .Q d .•c.t1 �, • '.,�'; e•,' - - SEE SEPARATE NOA � I • f ii / EDGE DIST. • - • - •IN .6„...i.....m..,,., ........yrrelim... i �n 0 IT up 1ern ii �i 0 u) 4.1v) iu . 1• 1: jj ;1 ii ij I" I: TYPICAL ANCHORS ! I! SEE ELEV. • iI 1! FOR SPACING • Ii ;j ji -I • 1: I: 1! j1 II ij !j jj 1� ji i! ji i ii iI i•I ii I: is • !i !' H 11 1! • Io b ii ii = o in iitl O J E`( II IMI zo o X j; ij Ii . I•I !j !j I_ I: I: I! I! 1! 11 ii II ii Hi I •Appio•'ca a::comp',ying with the i I I �e Florida Building Code Date ib17411`11 !! I! 1! NOM II-c) ,@i.d1 1 i j! I i Miami Dade Product Como/ ji j; li ii !i Cs�y -- E a 144 — I: I: I: I! j! Ii ii ii ii ii ii Ii , i . j I: : j; i! i! j! ii i ii ii I I I i PROPERLY SECURED 3.3 3ITEM PART # QUANTITY DESCRIPTION 1 E351 4 WINDOW FRAME 78 2 E352 4 FRAME COVER 1.0001I 3 E353 4/ LITE GLAZING BEAD -(LAM. GLASS) 1.813 _ ( I '� ,875 3A E355 4/ LITE GLAZING BEAD (LAM. GLASS) 3B #8 X 1-1/4" AS REQD. BEAD FASTENERS, AT 5" FR( D4 E354 4/ LITE GLAZING BEAD (INSUL. LAM. 4A - 4/ LITE GLAZING BEAD (INSUL. LAM. JJ - 1.987 . - • 5 • - AS REQD. EXTERIOR GLAZING GASKET .... 6 #10 X 1-1/4" 2/ CORNER ASSEMBLY FASTENERS 0 WINDOW FRAME 7 - 2/ LITE SETTING BLOCK AT 1/4 P011 8 - 2/ LITE SETTING BLOCK AT 1/4 P011 D .050 9 FLB-50 AS REQD. GLASS SPACER - 1/8" HILI .375 I j 1.238-=- 2 FRAME COVR O 0 1.635 r v.,.. -�{ .875 r .,, 803FF .050 . 13 / ill . b-.078 .... °• 4fes- �� 0 3A GLAZING BEADS ;LAM. GLASS) ,�' III .135�1 r 1 .750 r y . . . • .803 .050 .813 �L - .-41-=-.078 1.004 `� 0 4A ..`+, 1 - 1 i 0 GLAZING BEADS (INSUL. LAM. GLASS) Ppm- fR SIN 1APP WINIIc)WS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 1/4" MAX. ,.... p SHIM CO SHIMS • TYPICAL ANCHORS SEE ELEV. © . FOR SPACING w C9( , • ' i Li 0 , I1 E, _ a. — - - �::' ' , ----j METAL�� —••—••---.._.._.._.._.._.._.._.._.._. _.. , . ° STRUCTURE 1 - - - - - - - - - - - — -- - — .a o c9 O EXTERIOR D.L. OPG. 1 BY i it....;:....: ,.:: . ..., ,. WOOD BUCKS " WINDOW WIDTH MIAMI—DADE COUNTY APPR,D CLIPPED MULUON TYPICAL ANCHORS SEE SEPARATE NOA SEEP ELEV. AHJ TO VERIFY ADEQUACY OF END LOAD ANCHORS FOR SPACING r- --- r--- Ivo I PROPS 1BY . A (SEE NC .._.._.._.._.._.._.._.._.._.._ II .._.._.._..—.._.._.._.._..— CL 3/16" TEMP. G SS CD . . 3/16" HEAT STREN'D. GLASS 5/16" Al SPACE W .090" Interlayer 3/16" HEAT STREN'D. GLASS Trosifol PVB By 'kuraray America, Inc.' .090" Interlayer L Trosifol PVB Li- 3/16' HEAT STREN D. GLASS By 'kuraray America, Inc.' CD a: a: a —3/16" HEAT STREN'D. GLASS zCD zCD zca H SILICONE � SILICONE m 1 SILICONE "to gON 1 DOW CORNING 899 up g DOW CORNING 899 S iI: l,. DOW CORNING 899 °' °' 0) .1 'I I I \ :NEN 0 o N1llh' o � :.. �� i,i '� �bz..4 1 is I O zT" '' o rr � '�. CARDINAL XL UT EDGE SPACER w w w ST. STEEL ~ill x O AT 1/4 POINTS ON LITES O AT 1/4 POINTS ON LITES `'' 'fl AT 1/4 POINTS WIDER THAN 36" ONLY WIDER THAN 36" ONLY ALL SIZES GLASS TYPE `G2' GLASS TYPE `G • 7/16" OVERALL LAM. GLASS 15/16" OVERALL INSUL. LA 3/16" HEAT STIR!EN'D. GLASS 3/16" HEAT STREN'D. GLASS 5/16" Al" SPACE .090" Interlayer3/ 6" HEAT STREN'D. GLASS SentryGlas .090" Interlayer By 'Kura ray America, Inc.' SentryGlas 3/16" HEAT STREN'D. GLASS By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS LaI— CD C] z_ m z m N SILICONE • ( SILICONE SILICONE ® CD 1 DOW CORNING 899 \ ( © co DOW CORNING 899 .\ © 1 1 i ° DOW CORNING 899 cr> NI&IIj C Mill 11 0 . 11111 �I�M�111l��ei 4�' �fl �►—Tet Cr g ( Y o � �� CARDINAL XL EE I '"p� w J w EDGE SPACER ST. STEEL AT 1/4 POINTS ON LITES w AT 1/4 POINTS ON LITES �A� AT 1/4 POINTS 7 winF'L? THAN "iF" nNl V 7 winro TI-IAN 'iA" ()NI y '11Gr ALL SIZES • • WINDOW WINDOW WIDTH WIDTH -r IT. Apprved as complying With atFlorida Building Code z zwDateJ .�O �oMiai Dais Product Control in in �J WINDOW WIDTH 1WWINDOW WIDTH 1 SERIES 350 ALUMINUM FIXED WINDOW (L.i .I.) I— APPROVAL APPLIES TO SINGLE UNITS OR IDE BY SIDE COMBINATIONS l I I i I OF FIXED/FIXED OR FIXED WITH OTHER WINDOW (UNDER SEPARATE z z I APPROVAL) TYPES IN MODULES OF TWO R MORE WINDOWS USING t.oill -I 'v -I I � I MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. I I I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. L_ — J AHJ TO REVIEW SUCH APPLICATION AND TRIFY TRIBUTARY LOAD AND END LOAD ANCHORS. WINDOW WIDTH 1WINDOW WIDTH 1WINDOW WIDTH I DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER — — — _ , _ _ _ _ \ CHARTS SHOWN ON SHEET 3. 1 • I I I THIS PRODUCT HAS BEEN DESIGNED AND TEITED TO COMPLY WITH THE fir I I z I z %y REQUIREMENTS OF THE 2014 (5TH EDITION)/j2017 (6TH EDITION) FLORIDA I %% I J % I `�` .y BUILDING CODE INCLUDING HIGH VELOCITY HI,IRRICANE ZONE (HVHZ). I � / 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ^^ TYPICAL ANCHORS 1BY SEE ELEV. ! {�u w • WOOD SUCH /j\ FOR SPACING a. _DIST. �1 N + METAL `� .� ° .` a s I, 'EDGE.DISI: EDGE DIST. STRUCTURE MW.11-DADS COUNTY APPROVED m = �� ,� o ,, a+ a n MUWON h MUWON ANCHORS �I�` $ Z m INI SEE SEPARATE NOA o Q „.0, , , „� ,' �.:.:.;.t. EDGE DISE. F W N .„.. ` a 0 .l__ . N..i.,7, ri � a 6 lV E N Y N O r' 1 RR • OFGG• F O TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 a Z IC " •• SEE ELEV. - a SEE Et v. L__!( l II' FOR SPACING FOR SPACING I • `r-A NG IL In 9. I LL N:o i.I: Z{p 'L1 I I cc Walt 1 'I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 1 i , - I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMN AND TRANSFER THEM TO THE BUILDING STRUCTURE. S5o a:Cll. J ul TYPICAL ANCHORS: SEE ELEV.FOR SPACING V 2 , I 1' i WEEPHOLES: i . i , 1/4' DIA._ULT_RACON BY-'ELCO' (F.-177 KSI.Fy-155 KSI) ii- I WI = 3/8" X 2-1/4' WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I W ao Il: I, AND 37" O.C. MAX. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) (g N w o - p CC S ALANT: THRU 1 BY BUCKS INTO CONC. OR BLOCKS W y 2 3 W x 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • - p A . . ALL JOINTS Al FRAME CONNECTIONS SEALED WITH g 3 t M N z p X it JOINT SEALER. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) OQ m n n W y DIRECTLY INTO CONCRETE OR BLOCKS _Z m ' ' 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ' w 3 - , i . 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 8 O i • 1' ,,;+-8 a f r I' E14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ W m • ' i' INTO MIAMI-DADE COUNTY APPROVED MUWONS r;{ n OR c,.. i. . INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .i '' (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE i I ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) a 1 I STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) g O ,I}�•.i 1 CI j•• E®18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o B B TYPICAL EDGE DISTANT •g'0 3 w 2ggA r - II INTO CONCRETE AND MASONRY = 2-1/Y MIN. y1 g �O I r t �C;, 6 N� INTO WOOD STRUCTURE = 1" MIN. A' C) I a W< N INTO METAL STRUCTURE = 3 4" MIN. g ==�� © ® n `� O� WOOD AT HEAD,SILL OR JAMBS SG m 0.66 MIN. c to o c t^S I © v,'"„r2 I 3 = CONCRETE AT HEAD, SILL OR JAMBS Pc=3000 PSI MIN. a.v o o^o e N • N �LL \rn C-90 HOLLOW/FILLED BLOCK AT JAMBS f m=2000 PSI MIN. -g... rte�`__.: Jam, ,h ,,, .11111 ,.. .q• .°moi PROOUCTl;EVISP.D Codc _ T0592 g a i e ° a. \ ..v P> •,v,''. BIDJm lying with the Florida C 1!° _ v 3 Thi ANCHORS ELEV. I; v. 18Y S7MICNORS Acte'l�yx !02.1'i • ----: :i - , FOR SPACING WOOD BUCK FOR SPACING EE ELEV. Erni/anonD 9 ,0 ATE OF � ' drawing no. B a9 oRtD"••'•S9'` W09-12 ^ EDGE DISE. I EDGE GIST. Mian gi p - (,wT ��'',/�AIALt� �� (sheat 3 of 7) JAN - 7 n19 : TYPICAL ANCHORS �Jr'�p • 1BY SEE ELEV. V w WOOD BUCK FOR SPACING .DIST {y on`� METAL I S "I N °: ' � .• • ' EDGE.DIST:• EDGE DIST. STRUCTURE MIM11-DADS COUNTY APPROVED s /o ��d • `` MUWON h NUWON ANCHORS reLi. Z m� ,• ,. 1 SEE SEPARATE NOA o� g- ..4. III — EDGE GIST. r4 i IW ; /'.;,::.i,• ♦ Oh:; ° 0 • V` \ —i 1 N,211.7 Eto 7-71 O TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ' • '4 a In g t SEE ELEV. - > SEE ELEV Z _ ! • I! FOR SPACING FOR SPACING I - 'I'A NO a I�i h_:o ' • ii;. \ uZo C ' I. rt, . Z°{mid aJ� 1'I aa016F . 9; WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. i 1 i ii MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i it 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1. �j 2 1 1 0'i --1 J ai 'I ' TYPICAL ANCHORS: SEE ELEV.FOR SPACING vi m i ! ' WEEPHOLES; i ii 1/4"DIA. W TRACON••BY•'PLCO'..(Fa.177 KSL Fy-155.161) ii i� it Wt = 3/8"X 2-1/4"WEEPHOLES AT EACH END INTO 20Y WOOD BUCKS OR WOOD STRUCTURES W Cd !f �' AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) '^ I, o a § p THRU 1BY BUCKS INTO CONC. OR BLOCKS 3' me W `'. ALL JOINTS. FRAME CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 8 3 zro�t z1 A X JOINT SEALER. 1-1/4"MIN. EMBED INTO BLOCKS (JAMBS) OQ"6'I', 2 W _ DIRECTLY INTO CONCRETE OR BLOCKS Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3= - . ! 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O w n 0o v 114 SMS OR SELF"DRILLING SCREWS (GRADE 2 CRS) g W 2=w • ' INTO MIAMI-DADE COUNTY APPROVED MUWONS - • OR 1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE O ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) e STEEL: I/8"'111K.• MIN. (Fy = 36 KSI MIN.) R t' F) p1ry' 11. I)D 15 18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) o k R B * ) �6 TYPICAL EDGE'DISTANCE. c ' 0 1' © i INTO CONCRETE AND MASONRY= 2-1/2"MIN. s g JA j•'•, g- INTO WOOD STRUCTURE = 1" MIN.m S 5°� INTO METAL STRUCTURE = 3/4" MW. .. a © S ® "' NS- ° WOOD AT HEAD, SILL OR JAMBS SG m OS5 MIN. `a_e w� a3`^ 3 CONCRETE AT HEAD, SILL OR JAMBS Fc=3000 PSI MW. s.v S o S- - © w P ,n` j tire'2 `t N C-SD HOLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. E•a.o el IIIB I A8�� \ `lOW .-; 111111,4 �_ �r . • • , . . . :.4 �� 3 s • 1��' PRODU ` N 70592 o S I ... .r vrf '. ;. •;• CT REVISED :::::Ally. ,C*7.. �' I . 1:. •, A 2 \ •. . . : Dw J a7ilYCodciNNIa Florida ' e• - j3 TYPICAL ANCHORS .. 18Y -. • - -TYPICAL ANCHORS BAcceptancewIdrn55c No _ DT.13 o _._ .._SEE f:IJ:Y. , OF :.v,/? drawin .nWOOD BUCK I" ..•. - D,z*_Pizono�.Drc,, 9. n y11 FOR SPACING FOR SPACING ..1sBy, ti3,r }' q ORI01;.. ..•* WOO—i 'EDGE DIST. I EDGE DIST -'.�.::_. .r -- - N1Taa1 DikTawl �q��AL `` (,neat 3 of 7) . JAN - 7 2019