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RC-17-1899 (2)Permit NO. RC-7-17-1899 Miami Shores Village Permit Type: Residential Construction Miami N.E. 2nd Avenue NE ' Work Classirrcation: Addition/Alteration " Shores,FL 33138-0000 Pen mt Permit Status' APPROVED ham` Phone: (305)795-2204 �NTEY ,M O F`oRY°A Issue Date: 8/1/2017 1 Expiration:01/2812018 Project Address Parcel Number Applicant 205 NE 101 Street 1132060480030 NENA CHIONG Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell NENA CHIONG 205 NE 101 Street MIAMI SHORES FL 33138-2400 Contractor(s) Phone Cell Phone ARCO CONSTRUCTION 305-892-6507 Valuation: $ 23,863.60 Total Sq Feet: 128 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: RESTORATION OF DAMAGED WAL Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: RESTORATION OF DAMAGED WAL Bond Return : Classification: Residential Fees Due Amount CC F $14.40 CO/CC Fee $50.00 DBPR Fee $10.74 DCA Fee $10.74 Education Surcharge $4.80 Notary Fee $5.00 Permit Fee $715.91 Plan Review Fee (Engineer) $120.00 Scanning Fee $9.00 Technology Fee $19.20 Total: $959.79 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # RC-7-17-64679 08/01/2017 Check #: 6082 07/26/2017 Check #: 6080 $ 909.79 $ 50.00 $ 50.00 $ 0.00 Avauame, mspecuons: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Foundation Window and Door Buck Fill Cells Columns Wire Lathe Truss Insp Columns Review Mechanical Declaration of Use Review Electrical Review Building Review Structural F. Termite Letter F. Elevation Certificate Review Planning Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo re, I authorize the above -named contractor to do the work stated. August 01, 2017 Aut rued ature:Owner / Applicant / Contractor / Agent Date BuRding"Department Copy August 01, 2017 1 A Miami Shores Village g RECEIVED Building Department JUL 2(V?m7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 S'h FBC 201L1 BUILDING Master Permit No... PI% 1- gel q PERMIT APPLICATION Sub Permit No. [�VUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: w5 N G 10 6 Ce r'T City: Miami Shores County: Miami Dade Zip: 3'2-2(3 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#:_ Address: ? �:� E % 10l Z& �7 ( I' Y�"r City:, O z) State: _TI _Zip:_ �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Ar(2L.c> CeV-2 Phone#: C 6 Co Address: 12!2 Q &I iG 104;` fX:'0 ii City: 1 \ • 6 State: ]PA-_ Zip: Qualifier Name: �EN �� Phone#: State Certification or Registration #: 6?13_ 1 ) !�P51 Certificate of Competency #: DESIGNER: Architect/Engineer: ec iimaAj d dfeuLd8uS Phone#: (?j .S�Z 3�36V Address: _ 5-0 �!_vj 14 6� J_::kt 5^City: , j k State: Zip: 2a n I Value of Work for this Permit: $ 112 �r� r a /o�_ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑New Repair/Replace ❑ Demolition Description of Work: ,�!�2?" O 1� if34rT1 O rj 0 :e Ze-P5t% A:CrE_ED eiF^j 1 IF e>Nt; w 1Ni�04/ a- 6AN CzI= "DOO Specify color of color thru�tile: Submittal Fee $ OA Permit Fee $ t I CCF $ ( 4 ' ` 40 CO/CC $ SO - a7 Scanning Fee $ � ' o3 Radon Fee $ o L 1DBPR $ 0 �� Notary $ Technology Fee $ 1'—T ' 2Z Training/Education Fee $ Double Fee $ Structural Reviews $ H2O " CAZ) Bond $ A ! t _ TOTAL FEE NOW DUE $ f � • 9 (Revised02/24/2014) Bonding Company's Name (if applicable) N �� Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zi 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 \ ` OWNER or AGEN The foregoing instrument was nacknowledged before me this � day of20 L by NCn(�A' Gn10 0 who is personally known to me or who has produced ..r I It S1Q- as identification and who did take an oath. NOTARY PUBLIC: Sig natur CONT A R The foregoing instrument was nowledged before me this day of r U 20 l by I' IenSPY."Who is personally known to me or who has produced q:{ t l C_Z4-)4::�tas identification and who did take an oath. NOTARY PUBLIC: Sign: Sig . R51 Print: Print: ........... =�r.`: MAHARAI K. GONZALEZ Seal: MAHARAI K. GONZALEZ Seal: +=044602 o`S November EXPIREINNIcbry r.;Avi i MY COMMISSION # GG 044602 Bonded T Public Underwriters EXPIRES: November 2,2020 '•.',;F;;;�o! •' Bonded Thru Notary Public Underwriters I APPROVED BY T Plans Examiner Zoning Li/j> Structural Review (Revised02/24/2014) Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: \ Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 1U I v1 , 20 By N f_YY4_' l �� I _ who is personally known to me or has produced .m 1 , CQ-� as identification. Nota AlFalrl :"fie'• MAHARAI K. GONZALEZ SEAL: k: FF MY COMMISSION # GG 044602 o o".• EXPIRES: November 2, 2020 Bonded Thry Notary Public Underwriters Arco Construction Corporation July 26, 2017 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 205 NE 101 Street, Miami shores, FL 33138 Sworn to (or affirmed) and subscribed before me this 26 day of July " 2017 by Personally know Or Produced Identification Type of Identification Produced =%!� I 1 CS?iYlS.� MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 EXPIRES: November2, 20 Bonded Thru Notary Public Uncle 20 nvriters Print, Type or Stamp Name of Notary General ContractorsXG0505163/1665 N.E. 137`" Terrace/N. Miami, FL 33181 305.892-6507 7/26/2017 Property Search Application - Miami -Dade County Cr ul ul FICE IF T"F Summary Report Property Information Folio: 11-3206-048-0030 Property Address: 205 NE 101 ST Miami Shores, FL 33138-2400 Owner NENA H CHIONG Mailing Address 205 NE 101 ST MIAMI SHORES, FL 33138-2400 PA Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use - SINGLE FAMILY: 010ESq.Ft Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,41Living Area 2,21Adjusted Area 2,70Lot Size 10,6Year Built 198 Assessment Information Year 2017 2016 2015 Land Value $318,514 $265,567 $254,811 Building Value $211,410 $212,976 $214,542 XF Value $18,492 $18,637 $13,223 Market Value $548,416 $497,180 $482,576 Assessed Value $204,717 $200,507 $199,114 Benefits Information Benefit Type ......._...... 2017 2016 2015 Save Our Homes Assessment Cap Reduction $343,699 $296,673 $283,462 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description VAZQUEZ SUB PB 115-23 LOT 3 BLK 1 LOT SIZE 81.75 X 130 OR 16635-2008 1294 1 Generated On : 7/26/2017 Taxable Value Information 2017 2016` 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $154,717 $150,507 $149,114 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $179,717 $175,507 $174,114 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $154,717 $150,507 $149,114 Regional Exemption Value Taxable Value $50,000 $154,717 $50,000 $150,5071 $50,000 $149,114 Sales Information Previous Sale Price: OR Book -Page Qualification Description 12/01/1994 $151,500, 16635-2008 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version w NIX RE? PSI 9*** 2106 NEE lot*** STZ66T i1�an� SHoa,�s �F� 3�t38 of law 18Aq PERMIT : MIAMI SHORES VLLLAGE BY DATE ,APPROVED i ZONING i STRUCTURAL j,'vUA ELECTRICAL 411. P", PLUMBING ' MECNANICAL9 r l WITK SUBJECT TO�, �COMPLIANCE STATE AND RULE'S AND �E T10NS I ��COUNW. a„ ) _ * 100! • 4 RECEIVED JUL 2 6 2017 COPY I 11.E. t04 "D• a-,r�,jj e,t-�, �LL h9�% I « a ,. N3�•• Old - 00' @ _00" — E It1l s� ST. of a3.o�• ° 1 9'C'(. G h,5 fi 1 I S UNPiN. Fitt. Ft-t 11.2g rS� (� Q 3 y 1 � J 1 Q l): S9�' UA • 20'W ) t3U.gc.>� --� Jts� P.C.P. NQfE- A.U. IilC;4TN OF WAY, EASE'dEfffs, SE BACK ANO LOrIING INFO RWAfION MMf r3i G()%FIWAEO 11Y ARCIMECr ANUjO7 OWNER UASE0 UPON UESIGt4 USAGE, uT r 10 ELEVA11011S SHOM f111}SLY t t►.'L9 . P�- P• ARE REL111VE 10 111f_ PAHMAL ncmuIC mmCAL. DAM OF 1929 RE.F � GtJ. 2?�1 • /09 0.�1. � 2'L�o \ JUNE Ian , t'�0c.� A P4K tom of �,rr4. . S 3 • L SGA�li _S °-± jUCI� MIAt✓f!\_ ��IOt��52 DALE-Cc�ut•Yt'!,_F'k-DK1Vi�.,� tutvtic Rcucrr'AS 04 UcxA,- Go,, Fluiidct . SURVEYOWS CER iiFICUION: We hereby certify that the attacked "Sketch of. Sur• vey' of the above descrited property is true and correct to thT best of our knowl- edge and Wief :tse; �� ny surveyed under our direction. t �( lLlt�Gu �if%l -- p0YtL0 W. MtIUMSH ASSOCI IES, R.C. Reg. Survrr cr -:2 State of FkriCa N01' VALID, UNLESS SEALED OeXALD MdMIM A* 411L1% !XOA, Sal M. E. 91if If. mul E3• F!A 91m GA) P.aO - 22¢ I . . ... ...... ...... 7 •••••• •••• 7 T4X0_10 •• •• • • SE}••• i J � 1 �jGEN3E' �p No 3839E STATE OF 0,�•'• L0RI111111 illy Is UA • • `2 c.ae x� a e ss :- w I ILL. O N -Z .• Yi I N . Edward A �Fy IST?,►G C A NCOW (--MZr46-7 APPROVED 4-01f1 EVV DA; avz�e mrc>s V r_ a 7C �J gal 0�11111111iNh - No 38396 ' * STATE OF YA aa. ccm^ 1 s N '— i L,t7Cq�, NR#-y4 u C, i • W/ 6 F lj ""At g?#1 01 L— _A_ �IIJDc„a{�,i .1 u 1 J, i H41 r`�T�rJ6 tii off � u 1 •• 1,96 000 ••••,• . •••• .. .. . _. • • •• • • • (Z • • 000 • 3Y3C auiy Gtm S t ?JCi DRAL REVIE �� ~ APPROVED pA { i 1 ( ,,a4t�0 !►, L %�,�IIVQF 4�i, lilt to fill IN t4o 38398 --- ��C- STATE OF s Edward A. 34-.o -40 MOA No, i5-03oZ-,o\ LAND No 38398 STATE OF ll/lPf It1N • (A 1� it LIE] ID rtrt A 0 Z • • • • • . • .{•1'�•... • E .•..•. V` 1( • : .. . • 0 . STRUCTURAL REVIEW APPROVED DATA`%, �*'1'�-- tt1111N1ii1i� ,, S tl tt •� ,•�ltaSg ••. Mo ggg8 * STpSE of � a 17611tAA �=aiRgi{lC..92f 3• 1CTR tJp i� 1S�gRypR. iCY^�RLC i ,Lit �L LtLi��TTTT��'� S=3 • For The Property Located at: 205 NE 101 Street Permit # Pnel "A" Description CKT# Breaker Poles Description CKT# Breaker Poles Hall lites 1 15 1 Range 21 60 2 Bedroom 2 15 1 Range 22 60 1 j bedroom 3 15 1 Outside Lights 23 15 1 Bath GFI 4 20 1 Spare 24 20 1 j Laundry rec t 5 20 1 Spare 25 20 1 I Mom Bath Lites 6 15 1 A/C Cond 26 30 2 Laundry lites 7 15 1 A/C Cond 27 30 2 Living rm rece is 8 15 1 Dryer 28 30 2 Kitchen Lites 9 15 1 Dryer 29 30 2 bedroom 10 15 1 A/H 30 50 2 Dish washer 11 20 1 A/H 31 50 2 bathroom 12 20 1 Water Heat 32 30 2 Kitchen GFI s/a 13 20 1 Water Heat 33 30 2 Washer 14 20 1 Pool Pump 34 20 2 Kitchen GFI s/a 15 20 1 Pool Pump35 20 2 SARE 16 20 1 pool Light 36 20 1 SPARE 17 15 1 SPARE 37 15 1 SPARE 18 15 1 SPARE 38 15 1 Refrig 19 20 1 SPARE 39 15 1. Spare 20 15 1 SPARE 40 15 1 _ C I I LOAD CALCULATION & RISER DIAGRAM (200 AMP SERVICE) Relocate Service from over head to underLyround 200 200 AMP AMP W/P Main Meter Can Disc Rain Tight 2" Rigid W/ 34 2/0 2" Rigid W/ 34 2/0 Electrode 5/8" X 8' 2" PVC cold W 3# 3/0 To FPL 2700 sq. ft, at 3 VA 2) s/a circuits Laundry Refrigerator Range Water Heater Dishwasher Dry Pool Pump Pool Light I$I 10,000 @ 100% Remainder @ .40 x 29700 Heat Strip 10 kw x .65 118.25/240 = 118 amps 12,000 Total 39700 Total 28380VA i j ELECTRICAL REVIEW APPR0VEDDATE 200 AMP 40 Circuits Panel 4 # CU Grounding Conductor Connected to, • • • • • • •••• • Grounding Electrodes•And metal • • • • •••••• • Water piping system"::::* ystem• • • . • • • 00 • . • • •••• • •• •••••• •••• .••••• 8100 • • • • • 3,000 •.• • . •.. 1,500 •. 1,500 4,500 1,200 5,000 2400 500 10,000 VA 11880 VA 6,500 VA S2- 83$5 IV No 38398 s * • 0A, 04 Edward A. LANDERSY'REs CONSULTING ENG1N No =4342)W*-j5R38 Dc.�'•.FCORID�►.•'� t1 ([71(5-46� 2 C--s t f2 _ AIE /Ci/ST' - Z 4--17 6 �•d E" • . • • • • 0 3 51 .,. • • • _ tc� a � CSC T P { \f_ 9� �l�Jy�/ L af•� dot % � •' let �_---- P.E. #038398 Edward A. LANDERS, PoEs (305)823-3938 Ce�c- CONSULTING ENGINEERS i -7-Z 4 Jn ! ijj o All f 0000 • • • • i • • 000000 .. 00 • .. •. .:.000*0 . 0*0000 <, ...... �111P1 ..:. • �4`aA--r `. -73 \Zv = /6 tt 16, P.E. #038398 Edward A. UNDERS1 PIE$ (305)823-3938 c -cl . CONSULTING ENGINEERS -7,2 f -, TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties tn,,,, 8 in E. 29,000.000 psi For Effective Depth d = 3.8125 in FY 60,000 psi (Table Arranged by Increasing MR) Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall d H o - f = 1,350 psi fm- 1,500psi U 7 5/8" fm = 1,350 psi fm = 1,500 psi Bar I Bar ar Spacing A, MR Bar Spacing A� MR I[Bize Size (in) (in2/ft) (in-Ib/ft) (in) in2/ft) (in-Ib/ft Bar Bar Spacing A. M. Size (in1(in-lb/ft)�' (in /ft) Bar Size Bar Spacing A (in) (in /ft) M M. (in-lb/ft) 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1.a9 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0'90 20,647 4 24 0.10 8,348 6 8 0.66 17.730 6 11 56 0.09 7,804 6 8 0.66 10.47 19,201 11 7 72 0.10 8,114 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.59 18,055 6 56 0.09 7,840 5 8 0.47 16,221 7 72 0.10 7,582 5 8 17,511 5. 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15.660 5 48 0.08 6,534 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 5 64 0.06 4.881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16 - 12,315 4 48 0.05 4.278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0.15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 96 0.04 3,254 8 56 0.17 11.4M ;5 ; .%. ; Q.W 3.267 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10n88 *4. 4; 0.04. 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10XV ;4 • 92• ; O.Q. 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706 6 48 0.11 9'. 46� 4 1fe; 0.0t •1,711 7 64 0.11 8,530 7 64 0.11 �9,•128• • • V ... . . • .. • • . . • • ... . • Is . X (D O n (D Q O 0 0 N ,-. (D 0 0 07 (Cl 0 D a: 0) A _ IS/0 P s _ � Plol r Ui �T7 ern - O-D PM - �� (";--tea -- t, 3 �-z�, trs� ,' 01 Edward A. LANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823-3938 . �� _ ZQ► K l U ° It Si !le\ z I(- — 0 A.5 X/©6 VO-- 0, vz;?gl �< Z1,J— = 0.20 6 z 01 .... . .. ..... ...... .... ..... f7, � • •••• ,i �,. 4-OQ yam, : ••• • :.••.� -- -- C-11, - - I ') 0 0 3 y ! q-v rj -z Pt cn2 LAA -� Edward A. LANDERS, Me CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Cif pe) (-?t) l-n n .._.— • T ,..+F• � 7 r-17 t 4G,-7 - . .... ...... . so so. . . . . ...... Edward A. LANDERS, PoEs CONSULTING ENGINEERS P.E. #038398 (305)823-3938 CAl-r S7 -7-2f,17 1 7 ' AMERICAN WOOD r` IjNC1L ADDENDUM to the 2012 and previous versions of the Design Values for Wood Construction March 2013 (a supplement to the National Design Specification® (NDS®) for Wood Construction) Effective June 1, 2013, design values for all grades of visually -graded Southern Pine and Mixed Southern Ernie lumber, �"; • 2"- 4" thick will change. The design values to use with the 2012 NDS, 2005 NDS, and the 2001 MS Are sht311iijbeiow •. (values that will change on June 1, 2013 are shown as underlined). These values supersede 1f�ltiD9'published iAthe • • • • • • AWC March 2012 Addendum. 000000 • • • Table 4B Reference Design Values for Visually Graded Southern Pine.DlMensiai-LOMbe? (2" - 4" thick)' (Tabulated (Tabulated design values are for normal load duration and d se •' •,, onditio �•nless dry lYF>r.G GS.0 •...• specified otherwise. See NDS 4.3 for a comprehensive description of design value adjustW%jActors j..' ; ••.. USE WITH TABLE 4B ADJUSTMENT FACTORS ;••;•; •; Design values in • • • • • • • pounds per s uare inch (psi) • • • • • • Bending Tension parallel to grain Shear parallel to grain Compression perpendicular to grain Compression parallel to grain i • • • Moduiue of • Elasticit Species and commercial grade Size classification • S ifc Gravi • Ptyr Grading • • :Agency • 9 y E Em, Fb F, F F F� G Dense Select Structural 2 700 1000 175 660 22,050 1,900,000 690,000 Select Structural Nofi-Dse Select tru Select Structural 2 350 2 050 1_ 650 1450 175 175 565 480 1 500 11800 1,800,000 1,600,000 660,000 580,000 1,800,000 1,600,000 660,000 580.000 NO Dense No.1 2" -4" wide 1650 1,500 1100 1 000 175 175 660 565 1� 1650 0.55 No.1 Non -Dense No.2 Dense 1y00 1 200 875 750 175 175 480 660 1� 1500 1,400,000 510,000 SPIB 1,600,000 580,000 No.2 1100 675 175 565 1450 1.400.000 510,000 No.2 Non -Dense 1050 600 175 480 1,450 1,300,000 470,000 1,300,000 470.000 No.3 and Stud 650 400 175 565 850 Construction 875 500 175 565 1600 1,400,000 510,000 1.200.000 440.000 Standard 4" wide 475 275 175 565 1 .300 0.55 Utility 225 125 175 565 850 1,200.000 440.000 Dense Select Structural 2400 1 650 175 660 14900 1,900,000 690,000 Select Structural Select Structural Select Structural 2100 1650 1450 1.300 175 175 565 480 1800 1,700 �- 1,800,000 1,600,000 660,000 580,000 1,800,000 1,600,000 660,000 580,000 No.1 Dense No.1 5' -6' wide 1500 1350 1 000 875 175 175 660 565 1650 1 550 0.56 SPIB No.t Non -Dense 1_�00 775 175 480 1450 1,400,000 510,000 No.2 Dense 1 050 650 175 660 1450 1,600,000 580,000 No.2 1000 600 175 565 1400 1,400.000 510,000 No.2 Non -Dense �50 25 175 480 1.350 1,300,000 470,000 1.300.000 470,000 No.3 and Stud 575 250 175 565 800 Dense Select Structural 2.200 1550 175 660 1.850 1,900,000 690,000 Select Structural Select Structural Select Structural 1 950 1 700 1 350 1 200 175 175 565 480 1 700 1 650 1,800,000 1,600,000 660,000 58 00 .� 0 1,800:000 11600,000 _ 660,000 580,000 No.1 Dense No.1 8" wide 1350 1y50 900 800 175 175 660 565 1600 11500 0.55 SPIB No.1 Nan -Dense 1100 700 175 480 1400 1,400,000 510,000 No.2 Dense 975 600 175 660 1.400 1,600,000 580,000 No.2 925 550 175 565 13 50 1,400,000 510,000 No.2 Non -Dense AM 5� 175 480 1300 1,300,000 470,000 No.3 and Stud 525 325 175 565 775 1,3 00.000 470.000 222 Catoctin Circle, SE, Suite 201 ■ Leesburg, VA 20175 ■ 202 463-2766 - www.awc.orD - info@awc.org r] ' 7012 NDS Supplement Addendum March 2013 Page 2 Design values in pounds per square inch ( ail Species and Size Grading Tension Shear Comprossien Compression commercial classification parallel parallel perpendicular parallel Specific Rules grade Bending to grain to grain to grain to grain Modulus of Elasticity Gravity" Agency E Emr" Fh Fr F F, F� G SOUTHERN Dense lect Structuralral j� 1_,00 175 660 1600 1,900,000 690,000 Select Structural 1�00 1 150 175 565 1 650 1,800,000 660,000 Non-Dse Select tru Select Structural ii00 1050 175 480 1600 1,600,000 580,000 000 1,800,000: 6VVO No.1 Dense 1 200 800 175 650 1550 • • • • No.1 10" wide 1 050 700 175 565 1 450 1,600.000 580.0b0 0.65% *SPIB 1.400.000• 6"000 No.1 Non -Dense 92 2M 175 480 1.400 4• • No.2 Dense 850 525 175 660 1,350 1,600,00 4LWO • • No.2 800 475 175 565 1300 1,400,000 • • 000 1,300.00 No.2 Non -Dense 750 425 175 480 1,250 J70-Coo • • • No.3 and Stud 475 275 175 565 750 1,300,000 470,000 • • • Dense lect Structural 1600 1.250 175 660 1_`50 1,900,OOq %90.(Ibia • Select Structural 1600 1.100 175 565 1650 100,00% GGGs000 • Non-DSelect Select Structural tru 1 400 975 175 480 1550 1.600.000► 580.000 • • • 661 ,QP0 No.1 Dense 1'100 750 175 660 1500 1,800,001 • 0 No.1 12" `�"nde 1 000 650 175 565 1 400 1.600,000 580.000 6.69 � • SPIB• 1,400,000 No.1 Non -Dense 900 575 175 480 1350 510,000 • • • No.2 Dense B00 500 175 660 1 300 1.600,000 580,000 1,400,000 510,000 No.2 M 450 175 565 1.250 1,300,000 No.2 Non -Dense 700 400 175 480 1250 470,000 1.3 00,000 470.000 No.3 and Stud 450 250 175 565 725 MIXED SOUTHERN Select Structural 2,050 1,200 175 565 1,800 1,600,000 580,000 No.1 Z" -4" wide 1,450 1,450 875 175 565 1,650 1,500,000 550.000 No.2 675 175 565 14 50 1,400,000 510,000 0.51 No.3 and Stud 650 400 175 565 850 1,200,000 440,000 Construction NQ N.Q 175 565 1.600 1,300,000 470,000 Standard 4" wide 475 275 175 565 1 300 1,200,000 440,000 0.51 Utility 225 125 175 565 850 1,100,000 400,000 Select Structural 1,850 1,100 175 565 1,700 1,600,000 580,000 No.1 5"-6"wide 1,300 750 175 565 1,550 1,500,000 550,000 No.2 1000 600 175 565 1400 1,400.000 510,000 0.51 No.3 and Stud 575 1 350 175 1 565 775 1,200,000 440,000 Select Structural 1,750 1,000 175 565 1,600 1,600,000 580,000 No.1 8" wide 1,200 700 175 565 1,450 1,500,000 550,000 SPIB No.2 925 550 175 565 1_,350 1,400,000 510,000 0.51 No.3 and Stud 525 325 175 565 800 1,200,000 440,000 Select Structural 1,500 875 175 565 1,600 1,600,000 580,000 No.1 10" wide 1,050 600 175 565 1,450 1,500,000 650,000 No.2 Boo izi 175 565 1 300 1,400.000 510,000 0.51 No.3 and Stud 1 475 1 275 175 565 750 1,200,000 440,000 Select Structural 1,400 825 175 565 1,550 1,600,000 580,000 No.1 12" wide 975 575 175 565 1,400 1,500,000 550,000 No.2 750 450 175 565 1.250 1:400,000 510,000 0.51 No.3 and Stud 450 250 175 565 1 725 1,2G0,000 440,000 1. LUMBER DIMENSIONS. Tabulated design values are applicable to lumber that will be used under dry conditions such as in most covered structures. For 2" to 4" thick lumber the DRY dressed sizes shall be used (see Table 1A) regardless of the moisture content at the time of manufacture or use. In calculating design values, the natural gain in strength and stiffness that occurs as lumber dries has been taken into consideration as well as the reduction in size that occurs when unseasoned lumber shrinks. The gain in load carrying capacity due to increased strength and stiffness resulting from drying more than offsets the design effect of size reductions due to shrinkage. 2. STRESS -RATED BOARDS. Information for various grades of Southern Pine stress -rated boards of nominal 1 ", 1'/4", and 1'/2" thickness, 2" and wider is available from the Southern Pine Inspection Bureau (SPIB) in the Standard Grading Rules for Southern Pine Lumber. 01? 2012 NDS Supplement Addendum March 2013 Page 3 3. SPRUCE PINE. To obtain recommended design values for Spruce Pine graded to SPIB rules, multiply the appropriate design values for Mixed Southern Pine by the corresponding conversion factor shown below and round to the nearest 100,000 psi for E; to the nearest 10,000 psi for E—n; to the next lower multiple of 5 psi for F and F,y; to the next lower multiple of 50 psi for Fb, Ft, and F. if 1,000 psi or greater, 25 psi otherwise. CONVERSION FACTORS FOR DETERMINING DESIGN VALUES FOR SPRUCE PINE Tension Shear Compression compression Modulus parallel parallel perpendicular parallel of Bending to grain to grain to grain to grain Elasticity rb F1 F„ F, Fc E and E.I. Conversion Factor 0.78 0.78 0.98 0.73 0.78 0.82 • �� 4. SIZE FACTOR. For sizes wider than 12", use size factors for Fb, Ft, and F. specified for the 12" width. Us,'F j /o Qf the F, E,f, E,and • • Enj, specified for the 12" width. 5. When individual species or species groups are combined, the design values to be used for the combinatiopssr jl`t a the loweVesign • • values for each individual species or species group for each design property. • . • • . • 6. Specific gravity, G, based on weight and volume when oven -dry. ' • • ` • • ` • • Y • • • • • • •• •• •• • • • J MecaWind Pro v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 7/24/2017 Project No. 1715465-01 Company Name Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami lakes Customer Name Customer State Florida Proj Location 205 NE 101st Street, Miami Sho File Location: C:\Program Files (x86)\MecaWind\1715465-Ol.wnd Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 175.00 mph •••• Cat: Structural Category(I,II,III, and IV) = II • • •••• •••••• Exp: Exposure Category(B,C, or D) • • = C ••• • • ••• • • RHt: Ridge Height = 15.00 ••••• •• •••• % EHt: Eave Height = 9.50 oft•••• • • • Ht: Mean Roof Height of Building = 12.25 f�p.••• •• • �••••: Theta: Roof Angle = 10.22 Ceq • • • • L: Length of Building(If Gabled, along Ridge) = 45.00 A •• • •• ••••• B: Width of Building(Perpendicular to Ridge) = 56.00 ft•••• •••• ••i••• Kzt: Topographic Factor = 1.00 •• • ••• • • ••• • ••*••• • Lambda: Adjustment Factor for Building Height and Exposure = 1.21 i••i•i • •• I: Importance Factor = 1.0(? • • • •••••• a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 9.50•ft • •••••• • • • 2a: Length over which Zone A acts on Each Corner = 9.00 •ft • • •••••• Wind Pressure on Main Wind Force Resisting System (MWFRS) Load A B C D E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ----------------------------------------------------------------------------- 1.00 40.09 -16.44 26.62 -9.58 -42.45 -26.02 -29.58 -20.00 -59.44 -46.57 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Note (1) ps = Lambda * Kzt * I * ps30 Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis. Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- UPLIFT 2.00 10.00 33.3 1 19.86 -35.09 UPLIFT 2.00 10.00 33.3 2 19.86 -55.75 UPLIFT 2.00 10.00 33.3 3 19.86 -84.71 WINDOW A 4.13 6.00 24.8 5 37.93 -49.31 GARAGE DOOR 16.00 7.00 112.0 5 34.00 -41.44 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. MIAMI•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where, allolved byt�p,4ttthority. Having Jurisdiction (AHJ). Goo 0' This NOA shall not be valid after the expiration date stated below. The Miami.ide County. ProduQ4 0 0:. Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami-oRade County) reserve • the right to have this product or material tested for quality assurance purposes. jf fts �produpt j)npaterial • fails to perform in the accepted manner, the manufacturer will incur the expense of tM11 testing and'the AIE*: •...• •.•.• w.tt.6in. their Jurisd may immediately revoke, modify, or suspend the use of such product or material .iction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Crony Product tontrX 0 Section that this product or material fails to meet the requirements of the applicabll but1djng cone. 000000 This product is approved as described herein, and has been designed to comply.with.the Flco-tdt Building Code, including the High Velocity Hurricane Zone.- ' .. 0 000 • : • • DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 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 revises NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.14 Expiration Date: February 19, 2019 Y-71�q 11(0 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS • . . .... ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading114A FBC, TXSZM-94 2 Large Missile Impact Test per FBC, TAS Z36H • • • * * • • • 3) Cyclic Wind Pressure Loading per FBC, TAS2D3-94 along with marked -up drawings and installation diagram of a PAC sliding glass door, ; • • a PVC fixed window and an aluminum sliding glass door, usM4.*MdispaM:4SG TP'S spacer system, Duraseal® spacer system, Super Spacer® NXT�so* acer system and , EdgeTM spacer system at insulated glass, prepared by Fenestr4tioft 'testing Laboratory, .. % Inc., Test Reports No. FTL-8717, FTL-8968 and FTT 8970J datea� �>•f/16/15, • • • ; 06/07/16 and 06/02/16 respectively, all signed and sealed by KMLS Ortega' P.E. • 2. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Man el Pe ez, P.E. Product Co trol aminer NOA 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E -l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I5-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • • • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resouryp�•(AER). • • • 1.: , • . , ; . ...... E. MATERIAL CERTIFICATIONS • • • • • • 0 0 0 0 • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ametrew, Inc. fbr Mir •':' •. "KurarayButacite® PVB Glass Interla er" dated 04/25/15•• •''n on 111.1/lb. •"•' Y a� p?� g .� ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amer„ Jnc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" Med 06I`25/ 5, • • • • • expiring on 07/04/18. • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gaskef&nlplying watl;the00 • following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Manuel Per z, E. Product Control am er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) • • • • 3. Laboratory compliance letter for Test Report No. FTL-721A dafed 03/217i3,signed • and sealed by Marlin D. Brinson P.E. • • (Submitted under previous NOA No. 13-0502.03) ...:.. 4. Laboratory compliance letter for Test Reports No. FTL-3815'an4 FT4.6.84 date • 07/18/03 and 07/31/03 respectively, all signed and sealed by Jo%tV C. Clian,'P.E. ". .. . (Submitted under NOA No. 03-1105.01) `• • • a : • • • • . •• ...... 5. Proposal No. 16-0125 issued by the Product Control Section, 4&WA March 09, Al6, signed by Ishaq Chanda, P.E. • : 0 0 so• G. OTHERS 00 • • • 0 0 00 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel a E. Product Contr 1 Exa finer NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1.1/1"THICK ARE TO BE CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835. 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • • • sVA811 M E1300-09 _- • • • • • • • • •A 91/AF&PA NDS-201: • • • • • • • : • • • : .ALUMINUM DESIGN M • • • • • • VISI-S100-07/S2.2010 • 48" TIP-TO41* WIDTH • • • • 47" BUCK WIDTH 441/4" VISIBLE LIGHT WIDTH • • • •• ••• •• • • • • •-r•J 6" MM. ♦�, SYEEi6 • I • • •. I • i ET7611* SHEET6 SUCK SHEET7 HEIGHT IL 1 12" MAX. I / O.C. I / 1}T - 6" B MAX. SHEET6 L 92-1/4' L VISIBLE 12' MAX. LIGHT O.C. HEIGHT 96' TIP -TO TIP 4�1=1 i 1 I►- 12- MAX. O.C. 6' MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE............ 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN 5........... 9 CORNER ASSEMBLY_ ................ 10 EXTRUSION PROFILES ................ 11 PARTS LIST ................................... 11 FIGURE 1: 12" O.C. / MAX 12" O.C. /MAX. 1� 6" MAX. I Type Description Sheet 1 1/16" Laml 3/16" An -.090" PVB - 3116' HS 2 2 7/16' Lams 3/18' HS -.090" PVB - 3/16' HS 2 3 1-1/16"LamI. IG 3116"T-7116"Air - 3/16' An-.090' PVB -3/18"HS) 3 4 1-1116"Lanni. IG 3/16'T-7116"Air-3/16"HS-.090"PVB - Will" HS) 3 5 7116' Lemi 3Ii6" An - .090" SG - 3/16' An 4 6 7116' Lama 3/18' HS -.090" SG - WlW HS 4 7 1-1I18'LamI. IG 3I16"T-7/16"Air-3/16'An-.090"SG-3116"An 5 8 1-1/16"Laml. IG 3/18"T-7/15"Air -3116"HS-.090'SG-3116'HS) 5 "SG" = "KURARAY SENTRYGLAS-INTERLAYER" BY KURARAY AMERICA. INC. "PVB" = "KURARAY BUTACITE• PVB INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH 45-1/4' VISIBLE LIGHT WIDTH D, SHEET 7 _ I 6" MAX �D �I SHEET 7 DESIGN PRESSURE RATING I IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE IIL� 48" BUCK WIDTH ��H, SHE ET9 �- _ 2" MAX. - C E, SHEETB SHEET 7 96 G, SHEET 9 I - — BUCK HEIGHT E. SHEET 8 9 VISIBLE 931/4' VISIBLE 5" MAX. GHT LIGHT LIGHT O.C. HEIGHT HEIGHT / 96' BUCK i HEIGHT �•� 12' MAX. O.C. F. SHEET iI 2' H, SHEET 9 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 5" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. I•�--WIDTH =1 WIDTH --I I-- WIDTH WIDTH +{ I � I 1L- -J j•�—WIDTH �-{ Imo- WIDTH �{ I+ WIDTH --{ r- WIDTH --I Tr -- --� --� T�- 1- w w w w 1L J I► --WIDTH -+{ F-- WIDTH WIDTH WIDTH -j w 2I wl I 1 11 1 i i_ o p co rn al -.a O N o ; N A 0)0 tL W z �e " r LL 10 U z W to V X - d p —ON 9A10 W Z 02 00 W O] Q C7 O O 0 O �z az rn o J a W J W m ® .6 1aa45 z " W V) F O O z c 0 z a1oy5 3 < R2 ¢ p LU W Lu as x LL 0 ap!1 '�sa0 savag i No, 537,1, -;_ (( t6 A. LYNN MILLER, P.E. P.E.p 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . Window Design Pressures(+tipsy folMass 1 �' • • • • Lmg We 1) • • • 67-7/8 72 76 80 84 R 1 1 0 1W112 30 +1-80 +/-80 +I80 +1$0 +/80 +1-" •.180 �W • l +l80 32 +1-80 +I-80 +/80 +1-80 +/80 +1-80 +1-80 +1$0 +180 +180 +l$0 34 +180 +1-80 +180 +lam +180 +180 +I-80 +/$0 +180 +/-79.8 +I-79.4 36 +1.80 +1$0 +1-80 +1-80 +/80 +180 +1-79.7 +/-7T2 +I-75.1 +/-73.4 +1-72.2 38 +/-80 +180 +/80 +1-80 -180 +1-781 fl-7 +f-7 5 +-70.3 +/$8.5 +186.3 40 +180 +180 +1-80 +1-79.8 +1-77.2 +1.74.3 • +1-7►3 +66T% +1 1 d 4 +1$1.6 42 +/80 +1$0 +180 +1-77.4 +/-74-3 +1-71.3 +1-W20 4FT-h •+I*A.6 • +159.6 +/-58.2 44 +l$0 +1-80 +/-78.9 +/-75.4 +1-72.1 N.68.9 t$ 6 + $2 •4159.7 • +157.5 -L62-1-71.2 0 +1$0 +1-77.2 +1-73.6 +/-701 +t868 *I$ 50 +/-79.3 +1-756 +1-71.9 +/58.3 +/-64.9+1$ .5 H- 2 rn80 +1-77.5 +1-74.1 +1-703 +/$6.7 +/.Ml +1-59.7 Q9.1 +f-75.6 +1-724 +/$8.8 +/-651 +!$1.5 7.4 +1-73.8 +/-70.5 +147.3 +/-63.5 58 +1-72 +/$8.8 +1-65.3 4.2 +1-70.3 +/868 27 +168.7 +1-651.2 +l$7.1 64 +1-69.7 66 "13 67-7/8 +1$7 7/16" LAMINATED GLASS STACK 09C 3 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7f8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/., psf)forGlass Type 3 Long Side (in) 67-7/8 72 76 80 84 88 92 96 100 1D4 IM112 30 +180 +1$0 +1-80 +1-80 +180 +180 +1-80 +1$0 +/80 +1$0 .1-80 32 +t-80 +/-80 +1-80 +1$0 +/-80 +/$0 +1$0 +/-60 +1-80 +I-80 +1$0 34 +1$0 +/-80 +180 +I-80 +/80 +/AO +1-80 +1.80 +1-80 +I80 +1$0 36 0-80 +1.80 +180 +1-80 +/80 +180 +/80 +/80 +180 +1$0 +180 38 +/$0 +1-80 +180 +/-80 +/80 +180 +/-80 +/$0 +1-79.4 +1-76.4 +1-74.3 40 +/-80 +/80 +1.80 +I-80 +180 +I$0 +1-83 +/-76.7 +/-73.5 +/-70.9 +/$9 42 +180 +1$0 +1-80 +I-80 +180 +1-80 +l-T7 +/-73.1 +189.6 +1.86.9 +185.2 44 +1-80 +f-B0 +180 1 +/80 +180 +1-778 +1-74,1 1 +/-703 1 +187.5 +1-63.9 46 +180 +/$0E+/.75A +180 +1-79.2 +1-75.4 +/-71.7 +/$8.1 +/ 65.1 _2 48 +180 +/-80 +I$0 +1-77.2 +1-733 +1-69.5 +/-658 0i C 50 +180 +1-80 +1-79 4 +1-75.3 +1-71.3 +1$7.5 F 52 +180 +l80 H-77.7 +/-73.5 +I$9.5 rn 54 +180 +1.80 +1-76 +1-71.8 56 +/80 +/$0 +1-73.8 58 +1-80 +1-79.460 +1$0 +1-77.6 62 +180 +/-75.8 64 +1.78.8 +/-74 66 +I-772 67-7/8 +1.74.9 EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6"HEAT STRENGTHENED GLASS 5/8' GLASS BITE T LONG SIDE SHORT SIDE �- LONG SIDE -� T- SHORT {/ SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK HEAT I SHORT 311 F TEMPERED GLASS STRENGTHENED GLASS STRENGTHENED -"I SIDE 3/16' ANNEALED GLASS T 7/16" AIR SPACE + 090" PVB } 11 INTERLAYER 5 USED AT CURVED --1LONG SIDE FRAME MEMBERS ONLY 29 518 11-7/8" O.C. MAX. GLASS BITE 1-3 EXTERIOR a7s7 21 13 I SS DET GLASS TYPE 3 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. t1 nl YLU Lo m ^°b It 0 V N 07 Ooi O O 01oagJQJ N re 0iN O-A ZC1LL� LL p Z 0 W Xy U LU mf' W O ( 9r4o o> Y rOOC Z a: Z QW1°°4 I,o S Z 3 m Q z 1n fr Z 4I53S Z_ a Z N CV w 0 0 rT X w as LL O °a 'asap -Ls W � \� 6 A. LYNN MILLER, P.E. P.E.# 58705 LI . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16' LAMINATED GLASS STACK 7/16" LAMINATED GLASS STACK GLASS STACK J�—S' 90"PVB INTERLAYER 3/i6" TEMPERED GLASS -3/16' HEAT STRENGTHENED GLASS 3/16"HEAT 3/16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENSTRENGTHENED GLASS 7/16" AIR SPACE 090'PVB INTERLAYER �_115USED AT CURVED USED AT CURVEDFRAME MEMBERS ONLY 295/8" FRAME MEMBERS ONLY 29 5/8" @ 11-7/8" O.C. MAX.GLASS BITE all-7/8" 0 C MAX GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE J SHORT — I— [:��—I SIDE I_ 1 3 EXTERIOR 20 13 1-3 EXTERIOR a 7W8 21 13 �— LONG SIDE —+-{ GLASS TYPE 2 GLASS TYPE 4 SHORT SIDE LONG SIDE I- SHORT __— -I SIDE > M 4 Y m C (O } n d' a1o0 0 N :� h O 'I cmV1 LL' aD O, J C Z 04 a ZLL D LL ED V mo�0 N d W o a w L) X O f 00 7 Z H W m 0 o _ON m0 O> O O °' Z O N z a z u) LL J J Q W Q F O M ® co w 1aa45 Z m V) O u) z 2 0 Z jr -Ts O z NN rc O (D 'n a0 wLU X w as LL aqg ,osa0 saue5 �A rK6�� V' b A. LYNN MILLER, P.E. P.E." 58705 . . ... . . . ... .. .. . . . .. .. . . . . . %:. . . . . . . . . ... . . . . .. . Window Design Pressure44sp3gACGlass D'sp • • • • • • Long (i • • • • • • 67-718 72 76 80 84 1 1a4 0109-1/2 30 +901-125.4 +90-120 +90-115.5 +90-111.5 +90-10B.5 +901-108 +90 1 25 + .7 +90-97.9 32 +901-1169 +90-110.8 +901-105.3 +90-1016 +901-987 +90/-95.7 +90-90.6 .90.3 +H40.1 +/89 34 +90-1089 +901-103 +901-988 +90-95.1 +901-91.8 +1-88.2 +/.81.5 +1-79.8 +1-79.4 36 +90-102.6 +g0-97.1 +90-928 +188.9 +/85.5 +/-826 +1-77.2 0+'�7+/J +1-75-1 +1-73.4 +1-72.2 38 +90/-98.4 +90-92.2 +1.86.7 +1.83.2 +14K) 7 +1-78.1+/-7 5 + -70.3 +188.5 +186.3 40 +90/-94.6 +188.2 +/.826 */-79.8 +1-77.2 +1-74.3 •+/ .1 -63 +1-6t6 42 +901-91.3 +1-84.7 +180.7 +1-77.4 +1-74.3 +1-71.3 +404. +I .6 +1.59. +158.2 44 +1-62.4 +/-78.9 +1.75-4 +1-72.1 +1-68.9+,416ZP •059.7 +IS7.5 46 */40.8 +1-77.2 +1-73.6 +1-70.1 -1-66.8 1 +Idl•.7 • • 0 48 +/-79.3 +/-75.6 +/-71.9 +1-68.3 +184.9 +1-6 +l �2 1h C 50 +1-77.5 +/-74.1 +/-70.3 +1-887 +1-83.1 +I-59.7 Q 52 1.1-7&8 +1-75.8 +I-72A +168.8 +185.1 +181.5 to 54 +1-r3.8 +1-70.5 +1-67.3 +183.5 56 +1-72 +188 B +185.3 58 +1-70.3 +186.8 80 +1-727 +l-8B.7 y85 62 84 + 979.7 +185.5 66 1 +I-M 3 67-7/8 1 +187 7/16" LAMINATED GLASS STACK .090" SG INTERLAYER 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 5/8" 11-7/8" O.C. MAX. GLASS BITE 1-3 EXTERIOR (� 20 13 Y' GLASS TYPE 5 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TAR] P A Window Design Pressure (+/-, psf)for Glass Type 7 Long Side (in) 67-7/8 72 76 80 84 86 92 96 1 100 104 109-112 30 +g0-130 +901-130 +90-130 +g0-126 +90-122.6 +90-119.8 +90-1181 +90-117 +90d-115.8 +90/-1127 +90-109.9 32 +g0-130 +90-1251 +901-118.9 +90-114.8 +901-111.5 +901-108.1 +901-104.3 +901-102.4 +901-102 +901401.4 +90-99.7 34 +90/.123.1 +90-1164 +90-111.7 +90-107.5 +901-103.8 +90-99.7 +901-95.3 +901-92.1 +g0-90.5 +1-90 +1-89.6 36 +901-116 +90-1098 +901-104.8 +90-100.5 +g0-96.6 +901-93.3 +/-90 +/-87.3 +144.9 +182.3 +1.81.2 38 +901411.2 +90-104.2 +90-9T9 +90-94 +90-91.1 +1882 +184.9 +/-81.9 +1.79A +/-76.4 +1-74.3 40 +90-106.9 +90-99.6 +901-93.4 +90-90.1 +187.2 +184 +/80.5 +1-787 +/-73.5 +1-70.9 +lam 42 +90/-103.2 +90-95.7 +901-91.2 +187.4 +184 +180.6 +1-77 +1.73.1 +169.6 +186.9 +165.2 44 +90/-99.7 +90-93.1 +189.1 +185.2 +181.4 +1-77.8 +1-14.1 +/-70.3 +187.5 +163.9 - OB +90-96.5 *90-91.3 +f87.2 H43.2 +1-792 +1-75.4 +1-71J +1881 +165.1 g 48 +90-93.5 +1-89.6 +/45.4 +/81.2 +I-77.2 +/-73.3 +I-%5 +1-65.8 C 50 +90-91A +187.6 +/43.7 +1.79.4 +1-75.3 +14t2l +I-OT5 N 52 +149.4 +/45.5 +/41.8 +/-77.7 +I-73.5 +189.5 54 +187.5 +143.4 +1-79.6 +676 0-71.8 56 +185.6 +181.4 +1-77.5 +/-73.8 58 +1-83.8 +1-79.4 +145.4 60 +1821 +1-TT 6 +03.5 62 +140.4 +1-75.8 64 +1-78.8 +1-74 86 +I-77.2 67-7/8 �- LONG SIDE T_ SHORT SIDE �- LONG SIDE SHORT y SIDE A TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3/16' ANNEALED GLASS -3/16' ANNEALED GLASS 7116' AIR SPACE _ -090" SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 11-7/8- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 518" GLASS BITE LJI SHORT SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as campiymg with it. Florida Baimi.s Code a c'1 Y m A 3 7;8 � V 0 o } r at al°p 0 N r W O� v N d M N O J N J Z Rg d zlr_ -� LU g UU xN o LU m on O C7 9Mp �> QO O> O ro r �z az g W LL J O J Q � ® bi Z W )aa45 3 W Z Z LU O CL Z NN p 0 O x W dd a111 sap savag VIP 8 A. LYNN MILLER, P.E. P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . s s Wipdoow *s4r6Presjurf */, psti7 j& pass Types 6 & 8 Long46ide (iA) 67-718 72 76 W 84 88 92 96 1 104 1 112 112 116 120 124 128 132 136 140 144 30 +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +90/-13D +901-130 +901-130 1 +901-130 + -130 +901-130 +901.130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 32 +901-13D +901-130 +901-130 +901-13D +901.130 +90/-130 +901-130 +901-130 +90/-130 1 +901-130 +901-130 +90030 +901-130 +901-130 +90/-130 +901-130 +901-130 +90f-130 +901-130 34 +901-130 +901-130 +90/-130 +901-130 .9&-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-13D +90/-130 +901-13D +901-130 +901-130 +9&-130 +90/-130 36 +901-130 +901-130 +901-130 +901-130 +9p/-130 +90/-130 - + -130 +901-7 + -130 +901-130 +901-13D +WI-13D +901-130 +901-130 +90/-130 38 +90/-13D +901-130 +901-130 .90(-130 +901-130 +90/-130 -130 r -1 90/ + -7 -130 +90113D +901-129.2 +901-127.3 40 +M.130 +90/-130 +90/A30 +901-130 +901.130 +901-130 +9Wl3D s%-13$ t91N 30 26-8 + .123.2 .901-172 42 +901-130 +90/-130 +901-130 +901-13D +90/-130 +901-130 +90/-IMD 90012918 4W."2 +9p'.119.7 +90(a116.4 44 +901-130 +901-130 +901-130 +901-130 +90/-13D +901-130 -12. - 9. ;U-1 55 0 'E 46 +901-130 1 +901-130 +901-13D +901.130 +90/-13D +901-130 + -126.9 + -1295 a 48 +901-13D +901-130 +901-130 +901-130 +90/-130 +90-129.7 +901-123 +9(Y-116.5 th C 50 +901-130 +901-130 +901-130 +9(1.130 +901-13D +W.126.2 .89 41-119. g 52 +901-130 +90/-130 +901-130 +901-130 +90/-130 *88.81-123 m 54 +901-13D +90-130 +901-130 +901.130 +88.81-177.1 56 +90/-130 +M-130 +901-130 +0941-129 58 +901-130 +901-130 +90/-130 60 +9WA30 +901-130 +89.61-129. 62 +901-130 +901-130 64 *901-130 +901-130 e6 +so/-730 67-118 .90/-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1.1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7/16" LAMINATED LONG 7116' LAMINATED GLASS STACK SIDE GLASS STACK -- �� I� 4HENEDG---TREN' INTERLAYER 3116" TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS - LONG SIDE EAT 3/16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE .090' SG INTERLAYER SHORT14 SIDE 11 SHORT USED AT CURVEDUSED AT CURVED FRAME MEMBERS ONLY" 5/8' 11-718"O.C. MAXFRAME MEMBERS ONLY 29 BITE@ 11-7/8' O.C. MAX. GLASS817E LONG SIDEEXTEREXTERIOR 178 21 13 SHORT LONG SIDE � SIDE GLASS TYPE 6 GLASS TYPE B SHORT -- SIDE PRODUCT REVISED m complying with the Florida Boding (',ode Aocepta = 116-oco2r Eadrabnn Date �rLl-4= Q z m LU t1 Y m O > 7.0 p ro N O c Lu N O J NJ 8 Z AG 1� Z LL ilJ LL W J W U UU X� o O_ W Z 02 a0 7 -N ~ coo 0 JMO W O > O a �z az F rn LL J J O J Q to Q ♦- N LU 1aa45 ® Z W j 05 0 W Z a Z LU wo>5 O Z N� I, 0 W W fn O x W dd 7 77 7770 7a 5 �l6 A. LYNN MILLER, P.E. P.E.# 58705 —I EDGE —I DISTANCE INSTALLATION —TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 2X WOOD BUCKSTRIP • • • • • • • • • • • • • • • INSTALLATION INSTALLATION OR FRAMING, EE • NOTE 2, THIS j4Eq • • • • PE TYPE B EMBEDMENT • • • • • • FiA0FQMTIJT IX WOOD BUCKSTRIP, _ 114• MAX SEE NOTE 2, THIS SHEET • ° EMBEDMENT • • • • • • • SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE • •ED6E • • •. • B SEE TABLE 8, THIS SHEET kA • �114MAX • • • .• • • , 1 SHIM • • •to • • 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, . .• ' SEE TABLE 8, THIS SHEET ' •• 11 USED AT CURVED EXTERIOR FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. CONCRETE/CMU PER ANCHOR 4 f'j VISIBLE LIGHT WIDTH = .• REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETEICMU TIP -TO -TIP WINDOW WIDTH — PER ANCHOR REQUIREMENT 1/4" MAX. SHE M� HORIZONTAL SECTION A -A #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-DADE APPROVED MULLK)N (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET MAX SHIM 11 }1X WOOD BUCKSTRIP, FCONCRETEPER SEE NOTE 2, THIS SHEET • EMBEDMENT ANCHOR • REQUIREMENT INSTALLATION Y� EDGE _ TYP. ANCHOR TYPE, EMBEDMENT -- DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B Anchor Substrate Min. Edge Distance Min. Embedment Mex O.C. Spacing #12 or M4 410 SS Screw P.T. Southern Pint (SG=0.55) 9/18 1Ma. 1 Aluminum, W63T5 min. 3/8' 0.063" • 12' A38 Steel 3/8' O.M. • 12" Steet Stud, Gr. 33 min 3/8" 0.045- 18 Ge ' 1r 812 or N14 Steel Screw (G5) P.T. Southern Pine (SG-0.55) 9/16' 13/6' 12, Aluminum, W63-T5 min. 3/8" 0.0w 1r A36 Steel 3/8' 0.063"' 12' Steel Stud, Gr. 33 min. 3/8" 0.045' 18 Ga ' 12" 1/4" 4f0 SS CreteFbr Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 kill) 1' 13/4" it 1/V Steel UBtnmon Concrete (min. 2.85 kill) to 1,V4" 12' Concrete (min. 2.85 keg 2-12" 1.T18' 12, Urgmuted CMU, (ASTM C-90) 2-1/7 1-1/4' 1r Grouted CMU, ASTM CV0 2-112 1314' 12' 5/16' Steel Ukracon Concrele (min. 3.5 ksi) 1-1/4" 1,V4" it Grouted CMU ASTM C-90 2-1/r 1J/4' 12" MIN. OF 3 I HREADSBEYONU I HEML I ALSUbbl KAI E. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as c plyiegwith the Florida A.Building Code ��D'��•Iri wptance No 4 P-141iraUM DeOe 19 m 4 w c� CO "ab 4 N o > woa O O cm v 1n Of00 J M W 04 J c' Z �epr ZLL LLf�LL ro W U C) X D 6 0 W Z 62 05 I— W1�1 m O O 04 a n> pp v Z Z LL Z 0 v F LL O 5 Z Q 0 z g 1N45 ® rn F 0 r Z LL Z W O 3 Q I,ib U x gas LL LL api/ 'asap saua5 A. LYNN MILLER, P.E. P.E.N 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . zx WOOD BUCI!-rp • • : • • • INSTALLAW" EDGE DISTANCE OR FRAMING, E • • • • • • • • •"*PEG• NOTE 2, THIS HEgT • • • •—�I-- BM690MINT INSTALLATION I 114• MAX TYPE E EMBEDMENT L SHIM •• •ECE °•• • 6 .... 1/4• MAX • 2 SHIM • • • • - '• • • ' • INSTALLATION TYPE F EMBEDMENT 1X WOODTHIS S . SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 9, THIS SHEET DISTANCE TYP. ANCHOR TYPE,- EMBEDMENTANDEDGE 11 DISTANCE PER SUBSTRATE, 11 SEE TABLE 9, THIS SHEET EXTERIOR EXTERIOR USED AT CURVED • - •d � 1� 29 FRAME MEMBERS ONLY (� 11-TIS' O.C. MAX. CONCRETE/CMU I — VISIBLE LIGHT WIDTH = PE R ANCHOR RE WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH WINDOW BUCK HEIGHT 1/4" MAX. SHIM --�-{ #12 STEEL SELF -DRILLING SMS VISIBLE (GS), SEE TABLE LIGHT THIS SHEET HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' INSTALLATION TYPE H EXTERIOR V MIAMI-DADE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, STEEL . SD SEE E HIS EETT TABLE HORIZONTAL SECTION C-C CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate MDista Edge Min. Embedment max Spacing #12 or #14 410 SS Screw P.T. Southern Pine (S • . ) 1 1 Aluminurn, 6063-T5 min. 3/8• 0. ' ' 17 A38 Steel 3/8' 0.083• • 17 Steel Stud, Gr. 33 min. 316" 0.046' 18 Go)17 012 or#14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8' 17 Alurninum, GWI:175 min. 3/6' 0.083• • 17 A38 Steel 3/8' 0.083' • 17 Steel Stud, Gr. 33 min. 3/8• 0.045' (18 Ga) • 17 1/4' 410 SS CreteFlex Unprouted CMU, (ASTM C•90) 2-1/7 1-114• 17 Concrete (min. 3.35 ksl) 1' 1.T14" 17 1/4' Steel Ultrecon Concrete (min. 2.85 ksf 1" 1.T/4" 17 Concrete (min. 2.85 ksi) 2-112' I've" 12" Urgrouted CMU, (ASTM C-90) 2.117 1-114' 12• Grouted CMU ASTM C-90 2-112' 1,14• 12' 5/16• Steel UBraeon Concrele (min. 3.5 ksl) 1-1/4• 1.i14' 17 Grouted CMU, AS7M C-90 2.1/7 1.14' 17 �1/4"MAXSHIM -- • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ' CONCRETE PER • ANCHOR INSTALLATION NOTES: - ° • - REQUIREMENT • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'. 1X WOOD BUCKS ARE TYPE F EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'ZX" ARE 1-12• THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > m Y m a/°4 (� o (.9 N N A � A d' � a0 d N N O J Q/ J OO Z LL LL m W Z J ,fg u x,c•0 O U(Wj W XS2 d 0 oN sue WZ Oi `O F- m O q W 5 0 _ 00 v Z d Z 0 LL g Z � O ti J Q g � ® taa45 Z O Z Z QZ Ur aI-S O J NN wo Q r c0 O X 0 d ad tL W agil nso0 —'Bs A. LYNN MILLER, P.E. P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP • • • • • 000 •• 000 •• • : • • EMBEDMENT AND EDGE -y EMBEDMENT f OR FRAMING, SEE • • • INSTALLATION • • • INSTALLATION DISTANCE PER SUBSTRATE. NOTE 2, THIS SHEET • • • =T� • • • TYPE K SEE TABLE 10. THIS SHEET -_ • • • I �I't J • • • • EDGE • • ••• • ••• • EDGE DISTANCE 1/4" MAX INSTALLATION DISTANCE SHIM EDGE DISTANCE TYPE I (l { I •2X WOOD*UCK>:TRIP • • • • • 2X WOOD BUCKSTRIP V RWRMNING, SSE • • • OR FRAMING, SEE :40r 2!rHls SHEET • • • NOTE 2, THIS SHEET 114" MAX • • • • • • •TYR ANCHOR T1iPE, EMBEDMENT AND 3 SHIM E4D*MISIPANCE PER SUBSTRATE, I I �\ _ �1 SEE TABLE 10. THIS SHEET EXTERIOR a I WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" INSTALLATION TYPE J EMBEDMENT USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. 1/4" MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP 'may EXTERIOR OR FRAMING, SEE �J NOTE 2, THIS SHEET �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. T SEE SUBSTRATE PROPERTIES, j TABLE 10,7HIS SHEET EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F EMBEDMENT EXTERIOR I �l VISIBLE LIGHT WIDTH = `� WINDOW BUCK WIDTH -2.3/4" �1I WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min Edge Distance Max. O.C. Spacing 2-12" x .113• Box Neil P.T. Southern Pine SG=0.55 511E IF 2-12" x .131" Common Nall P.T. Southern Pine SG--0.55 318• 5" 242" x .145" Rooting Nell P.T. Southern Pine SG-0.55 31r S #10 x 1" Steel SeraN P.T. Southern Pine SG-0.55 12" E 0.093" Alumeam, 6D63-T5 min. 5/16" E 1/1E A36 Steal 5/1E E 0.096. 1B Ga Sbal S LId Gr. 33 5r1E S MIN. UI. 3 I HREAUSBEYUNU I HE ME IALSUl3S I HAI E. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. m Y m 0 0 a N a.0 0 N N z M 0 -, N J cO .(g N r` z LL 0 u_ D � L) X S2 o W � °N !)MG LU Z 0 2E a W (00 0 (:50 �z D-z �' 0 g 0 co J Q �+ z z OL) z Q_J a1°JS ) NN 0 r__ co X Z dd LL LL aryl '°sap sauag A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE M—I 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO MORE THAN 6" O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 2X WOOD BUCKSTRIP • • • • • • • • • • • EDGE OR FRAMING. SEE • • • • MJSiALLATIOM�YPEM• DISTANINSTALLATION ~ CE NOTE 2, THIS SHEET • • • • • • • • 't7R4Yli1S INSTiRLAT1eN TYPE N • • • EMBEDME�fT• ROD ONIy• • `--/ • • 114' MAX HORS MAS';�NO• n SHIM MORE THAN 6' O.C. EMBEDMENT (� 1X WOOD BUCKSTRIP, SEE 1X V*JOD P4JCKSVV • • • • • NOTE 2, THIS SHEET - ll QR F�tAMWG•SESe • • • IW O2, 4HISCHEIFT • • • • __L1/4" MAX : • •TY4ANCHOR 4E, EMBEDMENT AND I i 3 ' SHIM • • • • "• EQOEOISVWCE PER SUBSTRATE. I TYPE. ANCHOR TYPE, �1 SEE TABLE 11, THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET EDGE 2�USED AT CURVED DISTANCE 9 FRAME MEMBERS ONLY (� 11-7/8" O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM INSTALLATION TYPE O EMBEDMENT U EDGE DISTANCE I 11 CONCRETE/CMU I VISIBLE LIGHT WIDTH = 5 PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH-2.3/4' WINDOW BUCK WIDTH EXTERIOR HORIZONTAL SECTION G-G FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. #12 STEEL i SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EXTERIOR _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 15 SEE TABLE 11, THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, �1/4' STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, _ TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET IENT EDGE DISTANCE VERTICAL SECTION H-H TABLE 11: Anchor Subahale Min. Edpe Distance Min. Embedment Max. O.C. Spacing #12 or #14 410 SS Screw P.T. Southem Pine SG=0.55 putt• 1al8' lt' Aluminum 6063-T5 min. 3/8' 0.063"' 6' A38 Steel 318" 0.063' • 6' Steel Stud Gr. 33 min. 318' 0.045' 16 Go 6" #12 %#14 Steel Screw (GS) P.T. Southem Pine SG=0.55 9/16" 1-318' 6' Muminum, 6063-T5 min 3/8' 0.oer' 6" A36 Steel 318' 0. or •_ 8' Steel Stud, Gr. 33 min. 3/8" 0.045' 18 Ga 61 1/4' 410 SS CnMeFkx U muted CMU, ASTM C-90 2-1/2' 1-1/4" 12, Concrete (min. 3.35 ksi) i' 1J/4" it 1/4' Steel Ultmcon Concrete min. 2.85 ksI 1' 1.314' tr Cmcmte min. 285 kei 2-1/2" 1-=* 12, Ungmuted CMU, ASTM C-90 2-ilr +-114" tr Gmuted CMU. JASTM C-00 2-1/1 1.1 17 5116• Steel Ukracon Concrete min. 3.5 kei 1-t14" 1J14' tr Grouted CMU STM C-90 2-vr l-N4' 1r MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X" ARE 1-1/2• THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > y U3 m '^aa c ❑ 0 0) > n O� v 7150 0 C'4 d 07 O LL N J G TB 1N d Z N LL tp L) X N o J W ❑ omo m W 0 C9 o> 00 �z Iiz O g LL J 0 Q aa45 N - 0 = O ¢H z Q 00 Z J alu�s NN rc ❑ U) Z r� OD x LL z LL as apl� �sa4 sagas A. LYNN MILLER, P.E. P.E.# 5e705 I I I I m 10 J ALL CORNERS TO USE GASKET I AND/OR SEALANT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . ... . .. . ... . . . . . .. . . . . . ... . ... . .. . . . .. ... .. . ......... . .. . . . . . ... . . ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE &EQUAL -LEG FRAMES FOR FIN FRAMES 90°CORNER FRAME ASSEMBLY I / / I / / �—EQUAL-LEG FRAME FLANGE FRAME O .5 ANGLED/CURVED FRAME ASSEMBLY / /P---EQUAL-LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 90'CORNER FRAMEASSEMBLY I m I 1 10 I m ALL CORNERS TO USE GASKET AND/OR SEALANT aoA ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS a U C ui a Y m ^aa 0 a O U a r� O O CD N cn c� 0 J rn J O Z LL tO LL W W Z J .fg uMaO UU XT d O W Z O 2 a0 ♦— W m o = 5 m w 'oN JMO c> 00 rn z 0- z O g J Q N ° Z � ,L O O laa4S gi ® rn Z z az v) al°os LL O ? H x 00 N C4 W W x O as LL m eMl '�sa� saua5 A. LYNN MILLER, P.E. P.E.k 18701 Item # PGTPart A Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6D83-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lanni. Glass Beading Alum. 6063-T5 5 4254 II.G. Glass Beading Alum. 6083T5 6a 4270 Installation Fastener Corer Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' corner joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/A 13 Dow 899, GE 7700 Silicone or Equtv. 20 71652K Setting Block, Mono. 3116' x 7/16" x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3/1B• x 13/32" x 4" Neoprene, Duro. 85 +/-1 29 #6 x 1-114" FH SMS Stainless Steel 30 781PQX 1#8 x 1• Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS—V 75 KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH I DESICCANT EXT. GLASS Y INT GLASS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • 2.7•. . '. .' 27�1 _1f I • • • • • • • .Cw4" • .062" • • • .074" .062' 1.375" 1.875" .438• .500" .438" 1.000" •• • • ••• • •— 40501i000� • �� .050"w.00e • FlAN'GFsFRAMFs •' �' ' • EQUAL -LEG FRAME 1. 42 C,%@&-T: ; .. • • • O #4285, 6063 J5 1 1.206" .875" FT ��f+-- 050" 3116" & 1/4" OGLASS BEADING #4258,6063-T5 IOT-MELT BUM � 3/16" NOM. BUTYL 8 DESICCANT FOAM EXT. GLASS INT. GLASS .346" 875" .050" I.G. GLASS OBEADING #4254,6063-T5 ncnvr�ana"cmcn, POLYISO- BUTYLENE 5I16 SEAL ROLL -FORMED STAINLESS STEEL 78 SUPER DURASEALO SPACER(DNXTTM 77SPACER Part # Description Material 75 Kommeding 4SG TIPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 77 Quanex Duraseal Spacer 78 Cardinal X. Edge Spacer GLASS EXT. 2.784 .094" �— 074' .062' 1.375" L .050•f0.— 1.125• 1 .077• 3LFIN FRAME #4256, 6063-T5 XL EDGE'S 78 SPACER —{ 1.031" r .050+ INSTALLATION 6a FASTENER COVER #4270,6063-T5 FILL AREA 6" NOM. DNE SEAL INT. GLASS rc JR - 06/05116 - ADDED THIS SHEET WITH SPACERS 8 MOVED PARTS. a it ° L� IN r C) �j 0 co N W O J C4 J 00 Z LL' N tL t0 Z J ,fly u A1OJ0 n 0 U W V X D o a aN �Mo wZ 02-- cO ~o LU m Y Y � O m Lu n> 00 Z Z d Z rn O ° U. o J Z QCn ® Cn 1aa45 rn Z Z Z O r rn Z a z 3 Fal°os W NN X O as u- m all•, �s°a �a„as �6 A LYNN MILLER, P E. P.E.# 58705 MIAMI-DADERe 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.goy/economy DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, FL 33018 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 Contro I 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 winthe.111orida Bttl1$1'ng Code including the High Velocity Hurricane Zone. 00* • • DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Dogr.up,Xp 16'-2" -4/ Window Lite Option (DP +48.0, -52.0 PSF) : • • APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel %ttional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6'di:6,'preparad bi'Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Bade County Product Control renewal stamp with the Notice of Acceptance number and expiration date litre &Iiami;Dadg County...;. Product Control Section. *6900 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • "' '00 ' LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 poml/v K Pagel DAB Door Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, date&02/10/20I I, signed • • • • • • and sealed by Candido F. Font, P.E. • • • • • • 0 • • 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residet►tiat l bor (skin)" o, "•"' prepared by Hurricane Engineering & Testing Inc, Report No. HETr II-'7101, date$ :....: 01/29/2011, signed and sealed by Candido F. Font, P.E. • • • • • • • .... . .. ..... "Submitted under NOA # 05-0217.02" " • • • • • • • • • •' 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressur� PIS of "Sect,opat • • Residential Door with Windows" prepared by Hurricane Engineerirt &T:sting Inc., Test •...;. Report No. HETI 03-1328, dated 07115/2003, signed and sealed by.Rafael E. D&bY-96da, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Resitleufia;DoorU prepared b; • Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/1572#103 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. D4l14 V 1S Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by A]-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 00*0 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, fqr their 696000 ...... Insulfoam Expanded Polystyrene Insulation, approved on 08/l4/20?4 atfaxpiriug on . 11/29/2017. 000000 •. •••••• 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, i4A,4for their Expanded ; . 0 ,.„ Polystyrene Block Type Insulation, approved on 11/10/2011 and ex.0611g,pn 014Lu2617. • 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC,'for theif " 0 `. .. .... ..... ion: Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2014r ndexpiriin 01/11/2017. 000000 0 0 0 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North vmeficg Inc, fpr their Expanded Polystyrene Block Insulation, approved on 02124/20.11 arad .""' expiring on 02/24/2016. ' ' • • 0 "Submitted under NOA # 05-0228. 02" • 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., ReportNo. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.08" 1. Statement letter of code conformance to the 51h edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. 04161;oi5 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) �' 0 7-1/2" X 3" X .071" GALV. STEEL r 00 'ADO END ROLLER HINGE I W/ (6) #14 X 5/e" SMS I 0 0 WITHOUT DELRON SLEEVE (STD ) TOP FIXTURE 5-1/2" X 2-3/4" X 0.1' PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT \ FASTENED TO END STILE WITH \� (6) #14 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS 1 —� rFNTFR STII FC t WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071" t GALV. STEEL CENTER HINGE t\ --- W/ (4) #14 X 5/8" SMS LOCK ` WITH DELRON SLEa 2/ DOOR ` 0 0W X .15 THK.LATCH.CENTER HINGE �CK F- ED SLIDE BOLT (BOTH SIDES), ;/ (4) #14 X 1/2" S.M.S. �� _- 5/8" MIN. LOCK ENGAGEMENT B CONFORMS TO SECTION 1008 REGARDING �\ GARAGE DOORS 158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7" X 3" X 0.1" STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS 0 0 I tJ o BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-6' 2 SECTIONS 18" 2 SECTIONS 21' 3 6'-9" 1 SECTION 18" 3 SECTIONS 21' 7' 4 SECTIONS 21" - 7'-3" - _ -- 7'-6' 5 SECTIONS 18" - 7'-9' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3' 2 SECTIONS 18' 3 SECTIONS 21" 4 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 4 SECTIONS 18" 2 SECTIONS 21' 9'-9" 3 SECTIONS-18' 3 SECTIONS 21" 10' 2 SECTIONS 18' 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 5 10'-9' 6 SECTIONS 18' 1 SECTION 21' 1 V 11'-3' 5 SECTIONS 18" 4 SECTIONS 18" 2 SECTIONS 21" 3 SECTIONS 21" 1 V-6' 3 SECTIONS 18' 4 SECTIONS 21' 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 10' 6 SECTIONS 21' 12'-3" 7 SECTIONS 21" - 12'-6" 16 SECTIONS 18' 2 SECTIONS 21' 12'-9" 15 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21' 13'-6" 2 SECTIONS 18' 6 SECTIONS 21' 6 IN-9" 1 SECTION 18' 7 SECTIONS_ 21" 14' 8 SECTIONS 21" - --� 14'-3' 6 SECTIONS 18" 3 SECTIONS 21" 14'-6' 5 SECTIONS 18' 4 SECTIONS 21" 14'-9' 14 SECTIONS 18' 5 SECTIONS 21" 15' 13 SECTIONS 18' 6 SECTIONS 21" 15'-3" 2 SECTIONS_ 18' 7 SECTIONS 21' 15'-6' 1 SECTION 18" 8 SECTIONS 21' 15'-9' 16' 9 SECTIONS 21" - 6 SECTIONS 18" 4 SECTIONS 21" BRACKET F LOW HEADROOM ' DOOR OPTION 7-7/8" X 3-1/8" X .0 loll \\ STEEL PLATE WITH (4) #T4 X 3/4" SOS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE I All FM711. CENTER STILE - OUTSIDE END STILE HANDLE I LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS Q .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OUTSIDES KEYED LOCK OPTI LOCK BAR LLOCC.KKIING SHOWN RIM M.1m ALTERNATE TO SPRING LOADED SLIDE BOLT 8'-0" TO 9'--10' LOCKS SHOWN ABOVE r DOOR WIDTHS I' 10'-0" TO 11'-10" DOOR WIDTHS REFER TO SHEET 2 12'-0" TO 13'-10" FOR U-BAR PLACEMENT DOOR WIDTHS 10 —L INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO W-10" 2 10'-0" TO IV-10, 2 12'-0' TO 13'-10" 3 14'-0" TO 15'-10' 4 15'-11" TO 16'-2" J 5 DOOR WIDTHS n n n II �I 15'-11" TO 16'-2" DOOR WIDTHS 2. 3. 4. 5. o =Io c� wo UJ =o z of � 00 00 o- p U 00 W W i In O �j > 1 z Lu 00 u � P DAB DOORS INC. Hurricone Master® Model 824/811• Mox. Size 16'-2" X 16'-0" High ' • With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-•202, TAS-201 & TAS-203 FOR HVHZ AND ASTM E1886-05/ASTM E1995-09. Engr: JAVAD AHMAD CIVIL FLA. PE Ii 592 PRODUCT RENEV/M C.A.N. 3 = Ooh1111i*9 WM We Florida sai ca* d cu 1A Rw Mi , PrnrM r y�V 1 to Z C � W 4 � N Igo 0 OW � LL O 0 M Q'0Wp10 0 CL T4 ca oo O a3w-uj 4'ZN M J 0Ma .; Q Mira IC) w I� � o w • 0 �•_ n •� u Z Z ....•. {� 03 LLl ft ON 0 •�' r 0CID ..... ••:••' I`'W m Q • ' ` N W Q _ • F . • • • • : : lk V W W W m = _ _ Vl N VI 0z�nu, n s0 O N N a U u 0 41 a w 0 0 0 C)> u z z z 0 m I I � N N - I N Q N \ _ 0 a N I W. drawing no. 98--05 sheet I of 6� SCETION 4 SCETION 3 SCENON 2 SCETION 1 4 SECTION DOOR HEIGHT RANGE 6'-6" TO 7'-0" (3) U-BARS SCETION 5 I SCETION 4 SCETION 3 I SCE71ON 2 SCETION 1 II I j ` II 5 SECTION DOOR HEIGHT RANGE 7'-6' TO 8'-0' (3) U-BARS I SCETION 6 SCETION 5 GG SGETIGN 4 I I SCETION 3 - I j SCETION 2 I I I jSCETION i v_ 6 SECTION DOOR HEIGHT RANGE 9'-0' TO 10'-3' (4) U-EMS 7 SECTION DOOR HEIGHT RANGE 10'-9' TO 12'-3' (5) U-BARS + I SCETION 5 I I I IISCETION 4—J. I I--- SCETION 3 -- I ---_T- I� SCETION 2 I SCETION 1 5 SECTION DOOR HEIGHT RANGE 8'-3' TO 6'-9' (4) U-BARS I� SCETION 6 I I SCEnON 5 SCETION 4 SCETION 3 SCETION 2 SCETION 1 6 SECTION DOOR HEIGHT RANCE 10'-6" (5) U-BARS F FS10ETION 18 I T 1LL I ISCETION SCETION 6 1 SCETION 5 SCETION 4 SCETION 3 { 1 I I IISCETION 2 sc HEIGHT RANCE 12'-6' TO 13'-3" (5) U-BARS SCEON 9 II SEIONCf I. I SCETION 7 , ! 111 11 SCETION 6 SCETION 5 IFCETION < II SCETION 3 ` SCETION 2- 1 SCETION 1 99 SECTION DOORDOOR HEIGHT RANGE 14'-3' TO 15-9' (6) U-BARS SCETION 10 100. SECTION DOOR HEIGHT RANGE 16'-0' (6) U-BARS SCETION 8 ` SCETION 7 - SCETION 5 I SCETION 5 i SCETION 4 `I scEnoN 3 SCETION 2 f •I SCETION 1 88 SECTION_DOOR HEIGHT RANGE 13'-6' TO 14'-0' (6) U-BMS Qr 0 I I� 00 o wM N � J• • Mi •• Z. ..• :' 0 •b 00 W 000 CFI .. • • 0) a I p a•� •Z Y• r� J 0 •• •.• t� m J Q N cl • •.••.• MFF • ~�� MM f/1 Ul N M x U CC3 U 0 2Ej oil Z Z Z Z Z in v v a 0 r; N O N ° I G r- O I o m + 1 Engr. JAVAD PNMAp N n 0� CML N14 z FIA. PE 70592'iWFa 0 C.A.N. 5 8 "emofthp Builkift C�llMIIl6!!IsF701W� 14ppOoomm NO v`�O' a V U B.w drawing no. 30 201 fly Mom, IRn&m ca"01 98-05 Ishe to 2 of 6 N. X 2-1/4" X 3/4" X 2" um_v. STEEL U,BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. a:: o a: n 1 ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. o MIN. 1-3/16" 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA, X 2-1 /8" X I' (STANDARD) 12 GA X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL k i 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ Two # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 5 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL -CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. r 4/ HINGE I I:$ i:� II 1 IL 11 II 1 uLr- f _1 7-1/2" X .050" INTERIOR SIDE GALV. STEEL _ CENTER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT SECTION -B—B 24 GA. STEEL PANEL FLAPS BENT OVER PANEL - u 1� o • • USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS _ 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. wappo" ou POP RIVETS 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE A ri EDGE DISTANCE a' I 1/2" PUNCHED HOLES -/I 0 4" O.C. 0.� I iI I I i I I t 41 �1 3/16" POP RIVETS AT 4" O.C. _ I • (6) FOR 21" STILES (5) FOR 18" STILES -END STILE 024" STL. PANEL OUTSIDE OF L IF mir-i Vco a o 1 a) Z h W 0� W N Q� NIA a 4i W M 1 0 O M ' cy La M 0 & Qj <I O IZ Q W � � N W 0 , o IL Z In m I J 0mg j': QzWIR,I O w { ¢ i I co I~ w� IN @�• I J • u- • • i I+ii U :lc •.••.• • •• �r Z "An � •• ••• 0 qp WLLj • ••••�• ••. � (n LL. I • • �o •••.•• .. ♦J OrZ ••l;. ..... J ••: Oil �•C) •••••• Er • SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE GIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING I Engr. JAVAD AHMAD CIVIL FLA PE 70592 1 /4-20 SS BOLT CA 38 7-1/2" X .071"_ & NUT END ROLLER HINGE 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) 0 , 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)- 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM PRODUCT RMWED a aewlying wft dw talaid+ swmkvcoAo oee No 5-030 .0) sy M' Pradto Comm I�l�lol�1�101 drawing no. 98-05 sheet 3 of 6 .•, POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 2" 2-3/4" X 5-1/2' X 3" X .104" 5/16' SLEEVE ANCHORS �j GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY TOP ROLLER BRACKET ON EACH SIDE _ _ 3 PER BRACKET FASTENED W/ (6) # 14 X 5/8" S.M.S. 090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE / 5/16-18 X 3/4" HEX HEAD FASTENED TO TRACK . SCREWS & NUTS. WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16" POP RIVETS GALV. STEEL FASTENED W/ (4) N 14 X 5/8" S.M.S_ TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. # 1 1-0926.07 OR ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. # 1 1-0926.06 OR BY 'CELLOFOAM NORTH AMER1CA' DENSITY = 1.03 PCF N.O.A. # 10-1129.04 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. # 14-031 1.08 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES BOTTOM SEAL OPTIONS SEE SHEET 5 HORIZ. TRACK SUPPORT, CENTER SUPPORT REQO. ON DOORS EXFEEDING 8 FT. IN HEIGHT II A - A -� - HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 1-1 /2" X 1 /2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2' X 2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 FT. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART FIRST AT 3' O.C., REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1 /4-20 X 5/8" BOLT & NUT VERTICAL TRACK ` =' " SECTION A —A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND'3R0 4TH 5TH 81 82 83 84 1 B5 86 I 87 88 6'-0" 118" 18" 18" 18" N/A 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" 6'-6" 21" 18" 18" 21 N/A 1" TO 2" 11-3/4 23" 34" 45" 56" _ 67" - - 7'-0' 21" 21 " 21' 21 " N/A 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4' 21 " 18" 18" 18" 21 " 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67' 78-1 /4" Z 0 a�N O o 0 m a� �a LL. 0� c rl cy&;"' 8 G IL Q0 ad IA -0 Q w3L u► W0_in O J I=MQ J Qw�l W �f 00 I o *—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM I III I! "o � FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. I v w m i 1.9" X 2.19" X 3.3" X .090" —'� STEEL TRACK BRACKETS nm 2-3/16" HIGH CONNECTED TO TRACK WITH 6 . R 1 f S) 1/4" BOLTS & NUTS. M m m VERTICAL LIFT N •.. �y,J,.JJ • � � U�= •• i•-- IN Z • •...•o n•g 62 ... • • • . •Jo a z .. ui • .� tZ it? � o •••• �•� Q W • • �� 0- = H • • N • • •• •4, • • • W • o Li w w Z ( F F oO c _ CC w a v c o Z c N U W Q U k z c� O HIGH LIFT STANDARDLIQ LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS Engr: JAVAD AHMAO I PROruts-w tIcbdcWED CIVIL FLA. PE # 70592 C.A.N. 353E 2415 as coavlyk* w+itt the Flivift Buildl� Code e� sy AOOEDIl�Ce NID S�J'�'Zl Miami �Qe Prr+d� CUnfiYl Itsheet 4 of 6 y 1-1 /2" MIN. 5 1 GE DIST. om m 3s w 3�4" IN_ DGE DIST. 1 \ I m3 WOOD BU K AT FROM ENDS IA. LAG SCREWS I WOOD AND 11" O.C. MAX. 1 /4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11' O.C. MAX. UCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16"X 1- 5/8" — D BUCK C PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1 /2" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN_ EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OF 21' D.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1 /4" MIN. EMBED, 4" MIN. EDGE DIST. 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 420.4 Lbs per Ft. #8 X I - SELF DRILLING SCREWS OR 3/16' 'RNEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENT 1/2' X 1-3/4" X .058 FORMED STEEI W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPII.� STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM FF .050 1 224 I .534 W--1.750 __ I REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X 1" SELF DRILLING SCREWS OR 3/16" 'RIVER' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48' O.C. W'STRIP ADAPTER STEEL RUBBER W'STRIPPING _F__ .040 700 41 .348 1.790 ---� i SPACING __w ' _ANCHOR ANCHORS STRUCTURE EMBED SPACING IEDGE DIST 3 8 HLC SLEEVE BY 'HILTI CONC. 1-1 4" _ _8"_ _ 2" 3 8" CONFLEX BY 'ELCO' FILLED BLOCK_ 2" 3 8" DYNABOLT BY 'ITW' CONC. 1-172' 8" 3" "• 3 B POWER -BOLT BY -'POWERS' CONC. 2" 8" 2" • • 13/8"_SLEEVE-ALL BY SIMPSONS' CONC. 1-1/2" 8" Y000 CONCRETE Cc = 3000 PSI MIN. • • • C-90 GROUT FILLED BLOCK f'm =ZPSIMIN-• • • • 5/16" DIA. BOLTS • • f WITH WASHER do NUT 1 AT 12" D.C. MAX. EDGE DIST.• w • 1-1/4- 2-1/2" X 14 GA I 1F�-1/2"p1l ONT.X CONT. STEEL ANGLE 1-1/2' 12 GA. GALV. STEEL - 16" X 2-1/2 FLAT BRACKETS f3" LONG 2-1/8" X V X 14 GA. FILLET IN AT 12' O.C. IN DOOR OPNG. GALV. STEEL TRACK 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. J�__-_W/ FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE (2) 1/4-2OX5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL IO CONCRETE AND FILLED BLOCK V1.011) I o I W I � c� 00 Co U W W • LL J LLJ (i i'•- I �ii Ze"V) Q — OD Lif • 0 O• g � () •� • • •'n J QZ •• J = Ln c� Q Q 1 N N � • •W z � Z g Fo_ Z W U IL civo-irn o 0 w s UO a o aNiz� co �i O OD rn Engr: JAVAD AHMAD O CPAL PRODUCT RENEWED O1 FLA. PE 70592 as oon�Fp6q with the Flodds 0 1 = C.A.N. 38 �j� Cc& o D Ai00•DtlOCC NO C W -, 0 205 I d�r1g no. "°& �°"t°' j 98-05 sheet 5 of 6 DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4" SMS 0 3/8" FROM ENDS A AND 7" O.C. MAX_ Awl 111 (4) #8 X 3/4" SMS I IIII ty �� 0 1-3/8" FROM ENDS II IIII AND 6-1/2" O.C. MAX. — 1 IIII IIII .175 X .062 DEEP GROOVE IIII I t IIII :III .III 1/4" POLYCARBONATE LEXAN I BY 'SABIC INNOVATIVE PLASTICS' II NOA #13-0717.01 w � � o IIII IIII = O W v 0 1- W i1I1 I E z IIII � II11 IIII IIII I I IIII IIII +III IIII I I II .175 X .062 DEEP GROOVE ill (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS I III I AND 6-1/2- O.C. MAX. I I } I O 1 1 1 C i #8 X 3/4" SMS J 0 3/8" FROM ENDS AND 7" O.C. MAX. \7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. wow. WIDI 18 1/8" MAX. atitl #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. K)( * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 500 I= -.250 mQ I O 0 I m rn Z fl! w �< 1.765 1,725 IL N O 1.144 0 I - 0 M .176 I� •800 O a Q a g l 0 * EXTERIOR FRAME * INTERIOR FRAME � o N RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 k �ZU5-0 (1M� CID IujLjj kn rl - _ ,I • i w •••i•• - — • • •� z ►. cri • 04 e9e •LLj ••• O 4 LO ••• _jJ 0 z•• p z n :,. JIR. �� • � p S r J. ,1 Cy • • • ��j W W W W p Yn U N o w W Li INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 0" W o Ed o WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION z " Z z ,.175 X .062 DEEP WINDOW WIDTH gr: JAVAD AHMAD CIVIL FLA. PE #0592 C.A.N. 5 8 Q 2015 I�I� o�o�olo� W I m I M � PRODUCT RENEWEDQM*li o I z >B�Iild t wft toFbMa Ji * F;?-, 4E:elel-sl L23_j — (_�_ drawing no. �'""'•� 98-05 `sheet 6 of 6 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-7-1 -1 899 Permit Type: Work Classification: Addition/Alteration issue Date: 8/1/2017 Expires: 0 1/28/201 8 ' INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction `-4t; Parcel #:1132060480030 Owner's Name: NENA CHIONG Job Address: 205 NE 101 Strc Miami Shores, FL 33138- Bond Number: _ Contractor(s) Phone ARCO CONSTRUCTION 305-892-6507 0, °bta M© )rimar� Carytrac or � % SA' Yes NO lone: Feet: 128 ttion: $ 23,863.60 V D: JGH FRIDAY, 8:OOAM - 7:OOPM. AM - 6:OOPM. LOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAYTHROUGR.FR1DX-to/ d.............. ...___. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIA REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation J LCIIIVVQII Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing ► j insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in PLGua�d_rails Mop in P Final Shutters Final Shu Rails and ADA com DOCUMEN Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 1 DATE I INSP lAttachment E cavation DATE INSP DATE I INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final r Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain ool Piping [BackflowPreventor terceptor atch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS .�.. ��vyl �9v�.-.. `N-�. r .'`-'-;3i�-^,�r x: �^+� �i"T if Y��fa-d.y�~-✓. ".'y `/.ti ..—F,., . ,s `^-+�.t 1F �' ; .; ,c- ` � M1 �' � `�. �, f��-.'�'�'-� ,1�� A,t �t.,/� 'i,.�'r k'^ jf�__> jSI' 1► l'�' � +...�j. A0, �+a� s y _ ,: Awry i T. a•,� - - Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: RESTORATION OF DAMAGED WALL AND REPLACEMENT OF ONE WINDOW AND GARAGE DOOR Permit Type Building (Residential) Bldg. Permit No. RC-7-17-1899 Owner NENA H CHIONG Contractor Arco Construction Corporation j Subdivision/Project Date Issued 12/11/2018 Occupancy R-3 Construction Type V-B v Type x. Square Footage 128.4)e- Flood Zone X Location If the building is located in a special flood hazard area documentation of the as lowest floor �� )k 205 NE 101 ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores , FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the 'R �SNOKE 5 time of issuance this structure was in compliance with the various ordinances of the jurisdiction a << regulating building construction or use. <7 ail ;e 2'. IiR' 2 ! .6 r.._. Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE ?.�y,,,�, �''• ��;� ';wy�'."' „�' .jr�r%'.��vt-��hh '1 �j�",,,'T tY+CtA ►t• l,M .f;'1,�� rae :.as �N• wr:- ��V�..+�+"r :•TiCi' . � ��>y.,�/iBF;'Fx�tts�" ::f1r�7•r�.(� { S t �.:��i'�k:,.r.;�:vi�3.��rca's:r�,.�a+�t:.:•;�+ Certificate of Completion rt Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 �. 5-756-8972 Tel: 305-795-2204 Fax: 30 Dt BUllding Inspection epamen ' Description: RESTORATION OF DAMAGED WALL AND REPLACEMENT OF ONE WINDOW AND GARAGE DOOR ` Permit Type Building (Residential) Bldg. Permit No. RC-7-17-1899 Owner NENA H CHIONG Contractor Arco Construction Corporation s� L ?s" - - - �1�� f"',,,yl♦, •e• !"�•� - - �. i— .:ram .yr 4 44m, .,F 7t1j3 r itt n L. rr._r•s• a. t�eT$Ri,.,tsh!!Sir7i'.'.ir�h..a.F.shi"M �' 'i trrS$MAsraYl�-:e�i�li tlr� 1S ��HS.1