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RC-14-2640 (2) Miami Shores Village - .rl ' 4 epartment OCT 0 6 2015 OK" EVI INS N. � u ,Miami Shores,Florida 33138 Y:__ 3 ') 04 Fax:(305)756-8972 NE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. 2-iLA z64z) PERMIT APPLICATION Sub Permit No. XSUILDING (—I ELECTRIC ❑ ROOFING X REVISION EXTENSION ❑RENEWAL aOLUMBING ❑MECHANICAL (PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION I _VHOP CONTRACTOR DRAWINGS JOB ADDRESS: I(-)?- _94U) R rT' Citz Miami Shores County Miami Dade -Zia: Folio/Pazcel4: Is the Building HbftrkAly Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWINER:Name(Fee Simple Titleholder): [�' c�. r_ Phone# 3 0,S �S&G S-4,S3 Add resls�:�9n ZQk g a City:_[�,. 9'L�\ State: _ Zip: 14-C Tenant/Lessee Name: Phone#: Email: Q CONTRACTOR:Company Name: .�..t11.xm .� � � � Phone#: P-8 31 sZU8 Address:.. ALI 22 60 li: City: �-Q��•�� State. . Zip: ,� l �2 Qualifier Name• 0--by--0s, 1 ��Ua r1zJ ` Phone#: State Certification or Registration#: CC-�G !�!�353 Certificate of Competency#: DESIGNER:Architect/Engineer. )tMr\ h 2DD5?�GQ,2�&agO—r Phone#: Address: S s R Z no,�F CRY: 1B`6r-A State:V(— Zip: N HOWij Square/Unear Footage of Work: T"Atosle ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thm tile.• Submittal Fee$ Permit Fee$ 'q 9; (X) CCF S CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 2-0` 00 Bond$ TOTAL FEE NOW DUE$ f0aukadnMAMI&) 4 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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.0 Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the Job site for the jtrst inspection which occurs seven (7) days after the building permit is n the absence h posted notice, the inspection will not be approved and reinspection fee will be charged. Signature Signatur O NER o NT C The foregoing instrument was acknowledged before me this The foregoing in m nt was acknowled .befor me this day of_ S ''��M d3 E.t2 .20 is ,by nCZS day of 20 by �DMNA'A Q2D 6,—M who ispersonally known to l°A� S 0 ,who is personally known to me or who has produced as me or who has producedT, V�U'& EN5 las Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: ZLI Print: ��al`s >�• r V Nota P Seal: Notary Public Stdo of F �Y Public State of Fbrlda Lidle M Fuentes Sindia Alvarez +� My Commission EE 841144 o<o� Commission FF 158750 �e Expbea 10 9/2018 Pires 00/03201a APPROVED-BY, _ Pians Examiner Zoning a' Structural Review Clerk (Revtsed02/24/2os4) 'ami Shores Village -, ding Department Nov 20 2015 1 5 nd Avenue,Miami Shores,Florida 33138 el:(305)795-2204 Fax:(305)756-8972 �f l�hU INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 201 b Master Permit No C-111 S "Z640 RMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 6TCONTRACTOR DRAWINGS B ADDRESS: City Miami Shores County: Miami Dade Zig: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: /Flood Zone: BFE: FFE: ll OWNER:Name(Fee Simple Titleholder): naoaE ja (,-- Phone#: �C� ��{ t Address: — O?$- e T City: j L �+�0 State: ___Tl Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: lw2a2� Phone#: ?A796 15S SS JQ�S Address: 1-10J 122 00 City: VAVst_ , -State: Zip: Qualifier Name: ��Q'S C�®►"`� Phone#: �� State Certification or Registration#:!QC W F1 M- Certificate of Competency#: DESIGNER:Architect/Engineer: , Phone#: c Address: City: 13 State Zip: �3 4 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition K Alteration ❑ New ❑ Repair/Replace ❑ Qemolition Description of Work: cAbnc-22 Specify color of color thru tile: Submittal Fee$ Permit Fee$ S "�� CCF$ CO/CC$ _ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ '1 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 3& 4, Signature Signature OWNER or LENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this l " day of J\1b V QAl6efL .20 LK ,by day of ,20 ,by 94Y -0k &b0MA__,who is personally known to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign �?� Sign• Print: " M Print: Seal: Notary Public state a Fiorba eal: MUdIay M Fuentes �o My Commission EE 841144 Ell Expires 10/09/2018 v, / APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A-1 Engineering Inion Services, Inc Cerdficatii0n No 14-1215.04 Tel: 786-398-9179 Fax: 305485-9011 al raafinspection u gmail.com SOILS FIELD TESTING AND INSPECTION INSPECTION REPORT DATE:10/27/2015 REPORT OF FIELD PENETROMETER TEST OF SOIL JOB:4006 CLIENT: LANDA ENTERPRISES PROJECT: 102 NW 108 ST Miami,FL SOIL CLASSIFICATION(ASTM D 2487) Limerock Presumptive bearing value 2000 psf TM TM LOCATION DWIH TOT CONE>NM FM D BIUMU d NO. (in) (PSS I North 12 130 2300 PASS z North 12 142 2300 PASS 3 Noah 12 125 2100 PASS 4. South 12 131 2300 PASS 5 South 12 125 2100 PASS 6 South 12 133 2100 PASS 7 Ead 12 145 2500 PASS 8 Ent 12 130 2300 PASS 9 Egg 12 145 2500 Pass 10 PAK - 12 125 2100 PASS I i Wes; 12 145 25M PASS 12 Wed 12 142 2300 PASS '} West 12 142 2300 PASS r' 4 l'• . ", b w West 12 145 2500 PASS .. do j[IVj < 12Ai tj " .' 'C T ✓ftl'' ��aa'S 7066 SW 44 A Niiztrni 1133155 305-663-5515 HARRY'S EXTERMINATION SERVICES 8930 SOUTH LAKE MIRAMAR CIRCLE NIIRAMAR FLORIDA 33025 954-432-4477 SOIL PRETREATMENT CERTIFICATION Treatment Date• (— Lot/Block# ® 1 o C Address: Appx. Sq.Ft.: `�-6-0 ' - Requested by: Compaction done by: Af GUARANTEE: One free year of guarantee for retreatment only will be done if subterranean termites lure verified.N.B.If there is any modification to the structure or flooding of any kind,the; guarantee is void.. If pretreatment ia.done for additions bnly,only the treated areas will fall under this guarantee. This guarantee does not cover damages caused by water or termite damages to structure or contents. " At the end of the initial free year the Customer may purchase annual renewals-at the rate of$50:00 per one thousand square feet or less providing each is received. 31 s h r prior to the due date. Applicator: Customer'signat Date: �' f v 77 CIA Harry's Extermination Services { 8930 S. Lake Miramar Circle Miramar, FL 33025 954=432-4477 FL State Lic.# 1!3651.4 Miami Shores Village Building DepartmentDE C 1 1 2015 10050TeL 33138 305 795 2204 Fax:(05)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 f 0 BUILDING Master Permit No--- A Lk 26 LO PERMIT APPLICATION Sub Permit No. F-1131.111-DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 0 Z �� l i)&— vr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: Dc-- I-) - LC C p 7 A, U-) I® 37 C �l�Ml O?`�f State: Zip: Tenant/Lessee Name: Phone#: Email: c� { L CONTRACTOR:Company Name: ��. 1'' ��t Ste.S Phone#: 486 = S� 'LQ Address: `l'\W V City: i`OK S, )-Ki "T` Zip: c 3 Qualifier Name:0Y. q1 C� aaM�'2✓' Phone#: 333 ,-rZ`L State Certification or Registration#: 5Q$C, 1313,35 Certificate of Competency#: DESIGNER:Architect/Engineer:� �n ? =060 3��QCI-� Phone#: 7��y �S� `�C��cl Address: 6?,-V 5CgD 8-2-60 City: W 161-k.. State: -TL Zip: 33) Value of Work for this Permit:$ S®jC)- Square/Linear Footage of Work: 1 U Type of Work: ❑ Addition ❑ Alteration ❑ New N Repair/Replace ❑ Demolition Description of Work: L%3 Cc Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$. CO/CC$ _ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ ` Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature WN or AGENT NTRA R The for instrument was acknowledged before me this The foregoing instr c cnowledged be re me this 18 day of 1J .20 by nom_day of 2 I ,by ObVJ iUAr 6VD�- who is,personally known to QAe L os IE �&ZEL,who is personally known to me or who has produced as me or who has produced TLda I MOSF-as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: " U4 M, FuS Print: d �. Seal: eal: Notary Public State of Florida E�=%% Nublic State of FloridaLidie M FUe� lvarezvMy Comm%WW EE 841144 mission FF 158750�p4� Exphes 1010920189/03/2018 ######### ########### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) r Registration # 916 - 854 DOUBLE TT LLC 102 NW 108 ST REMODEL REPAIR EXISTING JOIST Date: 1/07/02 BeamChek 2.3 Choice 2x 6 So. Pine #2 Lu = 0.0 Ft Condili NDS '91 Min Bearing Area RI= 0.4 in' R2= 0.4 in, DL Defl 0.07 in Beam Span 8.0 ft Reaction 1 228# Reaction 1 LL 120 # Beam Wt per ft 2.0 # Reaction 2 228# Reaction 2 LL 120 # Beam Weight 16 # Maximum V 228# Max Moment 456'# Max V (Reduced) 202# TL Max Defl L/ 240 TL Actual Def] L/ 609 LL Max Defl L/ 360 LL Actual Defl L / >1000 AttfibUles Section (in') Shear (in') TL Defl (in) LL Defl Actual 7.56 8.25 0.16 0.08 Critical 4.38 3.36 0.40 0.27 Status OK OK OK OK Ratio 58% 41% 39% 31% Fb (psi) Fv (psi) E (psi x mil Fc1(psi) values Base Values 975 90 1.6 565 Base Adjusted 1250 90 1.6 565 ustrnents CF Size Factor 1.282 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 . . Loads Uniform TL: 55 = A Uniform LL: 30 • • • *00000 .... . ..... ...... . . ..... STRUM.T URAL r {`'W •••••• .. .. . ...... ...... APPROVED DAT •••••• Uniform Load A Rl = 228 R2 = 228 SPAN = 8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. 1 � t Registration # 916 - 854 DOUBLE TT LLC 102 NW 108 ST REMODEL REPAIR EXISTING JOIST Date: 1/07/02 BeamChek 2.3 Chpice (3) 2x 8 So. Pine #2 Lu = 0.0 Ft CUlIl11f,10115 NDS '91 Min Bearing Area R1= 1.9 in, R2= 1.9 in, DL Defl 0.17 in Beam Span 12.0 ft Reaction 1 1074# Reaction 1 LL 564 # Beam Wt per ft 7.93 # Reaction 2 1074# Reaction 2 LL 564 # Beam Weight 95 # Maximum V 1074# Max Moment 3221 '# Max V (Reduced) 965# TL Max Defl L/ 240 TL Actual Defl L/ 395 LL Max Defl L/ 360 LL Actual Defl L / 752 Attlibrifes Section (in') Shear (in') TL Defl (in) LL Defl Actual 39.42 32.63 0.36 0.19 Critical 32.21 16.09 0.60 0.40 Status OK OK OK OK Ratio 82% 49% 61% 48% Fb (psi) Fv (psi) E (psi x mil Fc-L(psi) values Base Values 975 90 1.6 565 Base Adjusted 1200 90 1.6 565 ,4 uslme,? CF Size Factor 1.231 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 .Dads Uniform TL: 171 = A Uniform LL: 94 •• . 0000 9 • • . .•00.40" • 94 0000.... 000000 • . . 0000.... •0000• • . . • 6 . 0900.. 009. • 06006 . 9 00904• :.00:0 ••.•. .• •• • 400400 0000.•• 9 •' • • • • .9.4.. • . • Uniform Load A R1 = 1074 R2 = 1074 SPAN = 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. EXIST. WINDOW l TO REMAIN x s co O N Z � REMOVE DR. ✓ ^o n co a EXISTING AND BLOCK-UP � EMERGENCY MEW - (SEE DETAIL "D" ENTRY C 1 1 2015 x 7 �e u Q OF EGRESS IN SHEET D-1) ® — _- x EXI . WIN W �a z / 10'-7" TO REMAIN ora = HOOF JOIST U REMODEL NE ROOF JOIST 2X6 MASTER CH N E AREA EXISTING TB BEDROOM ® D I REMOVE EXIST, PARTITION LU NEW ROOF JOIST 2X8 of 3 Q aJ FAMILY f ^ :• •'. .. O V . • \ NE14 WCL BATH REMODEL ••• •• _ N KITCHEN 0 :9044:0000 TILE FLOOR n 3'-0" 00000 i� 5'-3" 5'- 0 2' 4-3 • 0000•• • • •• o •s•••• •••� NEW TITAN W.H NEW oc) loo1—6" ROOF J?IST TO REPAIP 0000•• • ••�•ads • 00.00 sAFII � N °.•••; NiOPE — NU—VUE NVRT-22 NEWACE o — NEW ROOF JOIST 2X8 EXIST. WINDOW TO REMAIN d 10-7" L � CHANGE AREA NEW w00o COLUM 3— 2X4 10d NAILS SCALE • 3116" = 1'-0" 1 N Juan A.Rodriguez Jamaica RA 6691 ROOF JOIST 10d NAILS TO REPAIR ' NEW ROOF JOIST 2X6 DATE:NOV.2015 .. SCALE: SHOWN NEW ROOF JOIST 2X8 \\_1/2"DIAM, x 10' 8� DRAW C.E.ca.L • -. .4 ANCHOR ®2' DESIGN BY: 1AR1 10d NAILS X06 No: ,o�a.,6-. 10d NAILS 01, 10d NAILS 1/2'DIAM. x 10" SLEEVE NVHc 4a-2M JOIST DETAIL 3/16" c IOR DT k'NU—VUE NVHC 43/2 COLUM DETAIL 3/16" JUAN A.RODRIGUEZ—JOMOLCA ARCHITECT REG.NO.6691 625 SW 82 Nn AVE.MIAMI,FLORIDA.33144 PHONE: (305)261-7288 CERTIFICATE DATE DECEMBER 17 2015 CITY OF NIIAMI SHORES BIULDING AND ZONING DEPARTMENT 10050 NE 2°d AVE,MIAMI SHORES,FLORIDA ADDRESS: 102 NW 108 STREET MIAMI SHORES,FLORIDA PERMIT: RC12-142640 DEAR Sir/Madam: I hereby attest that to the best of my knowledge and professional judgment,I inspected the installations of sliding doors for the above Ref.building permit,and In one of them was installed at top with a 4"x6"PT Wood with 3/16"x6"Tap con screw,and other sliding door was 2-2"x4"PT Wood with 3/16"x4"Tap con screw All of them placed at 8"O/C staggered; Then in my opinion are a satisfactory installation Cordially yours JUAN A RODRIGUEZ-JOMOLCA RA 625 SW 82°d AVE MIAMI FL 33144 PHONE 786-486-9099 ArchgsiWgn�ataref te #6691sr u PQ 1-4 ` ' g ` CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) ""� 03/31/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS' CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. K SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemerrt. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT First Insurance Grasp E {305)221-7878 TWO o (305)554-7090 10967 SW 40 StLADDRESS: miriammesa@aol.com Miami,FL 33165 INSURER(S)AFFORDING COVERAGE NAIL S Phone 305)221-7878 Fax (305)554-7090 INSURER A: UNITED SPECIALTY INSURANCE COM INSURED INSURER 8 LANDAENTERPRISES CORP INSURER C: 857 NW 122 Ave INSURER D: Miami,FL 33182- 305 INSURER E: INSURER F., COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L TYPE OF INSURANCEA� POLICY NUMBER POLICY EFF M LICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ® COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000.00 A ❑ ❑ CLAIMS-MADE ® OCCUR N N SII1003BO9192 MED EXP(Any one person $ 5,000.00 ❑ 01/26!2016 01/26/2017 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 13POLICY SRO- ECT ❑ LOC $ AUTOMOBILE LIABILITY BIN SINGLE IT ❑ ANY AUTO BODILY INJURY(Per person) $ ALL❑ AUTOS OWNED ❑ Alm!r�LED BODILY INJURY(Per accident) $ ❑ HIRED AUTOS ❑ AUTOS ED �aa�.iden AMAGE $ ❑ 0 $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE $ ❑ DED 0 RETENTION $ WORKERS COMPENSATION ❑WC STATU- ❑0 TH- AND EMPLOYERS'LIABILITY Y I N MiTs ANY PROPRIETOWPARTNERIEXECUIIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N f A ((Mam�as In In UH) E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) GENERAL CONTRACTOR LIABILITY LIC CGC1519353 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. vWICE oR 10050 NE 2ND AVENUE, AUTHO ESENTAATIVE A MIAMI SHORES FLORIDA 33138 © ACORD CORPORATION. All rights reserved. ACORD 28(2010108)OF, name and logo are registered marks of ACORD M\P3 5221�bib -,777 .......... 74 'M'77 7 ,I---.'�'.,..I D�I, S"W N x k'J 'A p. V 5. f"-411 WNZZ-,'�'Z' 'W"t 1-0 le V::M 1101 ZI I I FJ IL$i*j:"I itl-L"I Lol it.RN �Z- "M Vi 70711:m. 11 S� --A IFA A . ..... 4Mw T I SOON leg N SIR, INSPECTION R (sORD POST ON SITE Permit NO. RC-'12® 14"2640 Rs Miami Shores Village �� -- g Permit i'ype: Residential construction 10050 N.E.2nd Avenue Work Classification.Alteration Miami Shores,FL 33138-0000 fftirEs Ngo Phone: (305)795-2204 Fax: (305)756-8972 F�O}21D� Issue Date: 5/221L201]5 Expires: 11/18/2015 INSPECTION REQUESTS: (305)762-4949 or Log on at http-s://bidg.miamishoresviilage.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 Parcel #:1121360100010 Owner's Name: Owner's Phone: Job Address: 102 NW 108 Street Total Square Feet: 416.21 Miami Shores, FL 331 68-4 31 3 Total Job Valuation: $ 23,000.00 Bond Number: WORK IS ALLOWED MONDitGSCH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. LANDA ENTERPRISES CORP (786)333-5248 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. Z - �� aul 5 .. 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 MATERIAL 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 U . ZONING' INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1st Lift Z- 2r- 2" Rough Columns 2nd Lift To Out Tie Beam Fire S rinkl s Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-u Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE INSP LP Tank Insulation temporary Pole Well Ceiling Grid 30 Day Temporary Lawn-Sprinklers Drywall q t Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor _ Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling R ,• .jj. ,6 DrivewayRough / PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress _ TV Final Final Roof _ Cable Rough 'Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rou h INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENT Fire Alarm Rough Soil Bearing Cert _ Fire Alarm Final Rou h Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey _ Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum FIRE MECHANICAL CCIMMENT# INSPECTION DATE IINSP Final Sprinkler Final Alarm s 5582 N.IIII. 7th STREET SUITE 202 SURVEY No. 6-0002860-2 MAAMI,FLORIDA 33126 TELEPHONE:(305)220.3171 FAX:(305)264-0229 LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: ALBERTO BOUNDARY SURVEY - Miami Shores Village SME =1-:20 APPROVED BY DATE ZONING DEPT SEP 1 3 2010 # T .a BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL �;TATI-AND('OUNTY RULES AND REGULATIONS I � t ... .:w^' 4IXWIN, "3'" r•; Ire ;. .4,{ - x..s _y Ole • • '3 ,'-t,.' ` 1' i.'�" e:. '� �'7 mac ' ,4-,z� �� *.k '�"# F y FiI�T • • _ &2 +,. Y rt .¢a• {*+rx "'; •••••• '> . Tarv=24 sT" f ` ` • •� A=89°46'57" h '^ ihN12 fir.' �"- +• CHB=315°02'22" •••••• ,�,•�_`� •• • CH=35.29' • • 1 .30 10.32 10.43 F.LP 1/2° Z ••••• J �• •I • + NO CAP �. i••••i r 3� N89 051'07.'W 'S'GONC:'5WK ' 78.63 30.00' •.••••' •i 8 X • • ¢ 10.55 + h •••••• •••• •+ • 10.48 + O �i 10.70az 3 10.71 N 1 + 10.45 + 9.91, 3.15' ■ , � ��' 11.90' c: G. :' 0 13.70' o " N LO 29.40' N fi c 10.73 v ONE STORY 1a.55 , N RES. #102 `' �— C4 70+ItY LOT-2 F.F.E.=12.58' o A/C + �- 10.47 " BLOCK-212 v ; =: 9.92' 21.90' - ` N 0.25CL PL 19.60' a r {� 4 — Z0. BRI�'K��P1 VERS eoi �' � LLF ... ......: ......... tY r 10.73 a�t 13.50 13.20' C h V _ 10.43 . k ;n 10.87 LOT- 1 o �4a BLOCK-212 ' vi k 10.93 IAc �� 10.73 ° 10.48 �V � � �� 10.48 �s }: 0.4SCL ��a DATE: x.. 50 0.50 x o 30.00' "�+�n' F:I.P 1/2' , 10.55 889°4870'W $ x 78.21 NO CAP. 9 9SPHAL.T" 10.53 15'gLLEY(N.A.P.) LOT-15 LOT-16 BLOCK-212 BLOCK-212 60.00' TOTAL R/W SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. E:WDCADWWtRftXTML&M 7292005 3:38:49 PM EST REVISION MIAMI• E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO R)' g Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Pino's Windows Corporation 6860 NW 75'Street Medley,FL 33166 OPY SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door w/wo Reinforcements APPROVAL DOCUMENT:Drawing No.W01-28,titled"Series4000 Aluminum Sliding Glass Door, sheets 1 through 4 of 4,prepared by Al-Farooq Corporation,dated 05/24/01 and last revised on OGT. 31, 2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Prc luctControlaHMon stamp with the Notice of Acceptance number and expiration date by the Miami-Dade 66;y Prodi�ct� ontrol Section. 006:000 so 0 6 0 0• MISSILE IMPACT RATING:None. Approved shutters complying w/FBC are*0ifred 0� -0 .....0 Limitations: 000000 • • • ..... 1. See Design Pressure charts 1 (Std sill)&1A(Hi-rise sill)with three(3)or less(liad4wip&Nc&.0 00000 • Reinforced)panels configurations. 00,000 a 0000 2. See Design Pressure charts 2(Std sill)&2A(Hi-rise sill)with four(4)or less WfJaWy-Reinforced) .' panels configurations. • LABELING:Each unit shall bear a permanent label with the manufacturer's name erlegq,city,�ta�te�and series and following statement: "Miami-Dade County Product Control Approved",noted herein.•.,• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA#07-0621.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.12-0619.07 o�u Expiration Date: December 07,2017 v Approval Date: November 08,2012 ```�� Page 1 Pfno's Windows Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file#07-0621.03) Drawing No.W01-28,titled"Series-4000 Aluminum Sliding Glass Door,sheets 1 through 4 of 4,prepared by Al-Farooq Corporation,dated 05/24/01 and last revised on OCT.31,2012, signed and sealed by Javad Ahmad. B. TESTS (Submitted under file#07-0621.03) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18,2006,signed and sealed by late Edmundo Largaespada,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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL- 1395,dated July 17, 1996,Test Reports No. FTL-1405, dated April 12, 1996 and FTL-1445, dated October 9, 1996,and retested on January 6, 1998. all sijned and .... •• sealed by late Gilbert Diamond,P.E. •• • .• C. CALCULATIONS '• • .... ...... 1. Anchor verification calculations and structural analysis, corn yLu with V1102010,• • prepared by Al Farooq Corporation,dated 04/09/12 and last reviwAon OCT•14, 201 :�� . signed and sealed by Javad Ahmad,P.E. •• •• •... ...••• 2. Glazing complies w/ASTMS-1300-02&-04 :'•:•: • D QUALITY ASSURANCE ••• • 1. Miami Dade Department of Regulatory and Economic Resources(RER) •.•• ; E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter ofconformance and letter of no financial interest,prepared by Al Farooq Corporation, dated 04/09/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA#07-0621.03, expiring on 12/07/12. . I§hag I.Chanda,P.E. Product Control Examiner NOA No.12-0619.07 Expiration Date: December 07,2017 Approval Date: November 08,2012 E-2 CHART 1 CHART 2 181"MAX. DUMN LOAD CAPACITY-PS?(STANDARD sub) MGN I=CdPAQ1Y-PSP(SM SIU,) DOOR WIDTH 1a•MAX. PANL 9/18'TRIP.GLASS PA11El 9/18'T&NP.CLASS 8'MAX.TYP. uum wm No BD . M.RF. HRAPR�� WAD/Stu. ROOK rCOR � t R @L frits. EXT.(+)W4-) DTA+)M.(-) ' F1^ FfJK DCL(+) a 2/6 48.7 74.8 4&7 75.0 2/8 4&7 75.0 3/0 4&7 85.2 4&7 75.0 3/0 4&7 no F' 4/0 4&7 54.1 4&7 75A 4/0 8� 4&7 75.0 5/0 4&7 48.5 4&7 72.2 4/8 4&7 75A 2/8 4&7 58.9 q4IL77-5.0 2/8 4&7 75.08/0 3/0 4&7 St.e 3/o e/o 4&7 7s.04/0 421 42.1 4/0 4&7 8275/0 X7 3&7 CHART IA CHART 2A '/� �/• •/• 8°ti ° DESIGN LOAD CAPACITY-P8T(H!-R[>�sub) DBWGN IAAD CAPAQ9Y-PBI+{m-IDS&�].) PNIEL 8/18"TW.GLASS PMEL 31te 1y w.OLA69 io I 21 / �_z gj$ In DOOR NO IMM. MED.REW. sm DOOR MAW mm.NOOK HEW NMWK HEWN �4+)21Tj-) ��(+)��(-) EKt4+) W4-) a ffi' a o 2/8 70A 74.8 70A X0 2/8 70A 7" 3/0 S� SU 852 70A 75.0 3/0 S� 70A 75.0 4/0 561 34.1 70.0 750 4/0 70A 756 S/0 48.5 4&5 70A 722 4/8 70A 7" \ �j 2/8 5" 59.9 70.0 75.0 2/8 70.0 3/0 518 318 70.0 75A 3/0 8/0 7Q0 4/0 8A 421 421 82.7 827 4/0 827 827 g Q oS 5/0 3&7 3&7 34.7 56.7 a . m 3/18'TEMP.CLASS DAYLTTE OPENINGS: D.L O. HEIGHT = PANEL HEIGHT - 4.000• Z^" ss 3/a•Max. 3 D.L.O. WIDTH PANEL WIDTH - 4.500' e�Yy 3 PANEL HEIGHT m FRAME HEIGHT - .875" 0� TVPICe� ELEVATION 3 9 i 81 1/4'MAX. XXO(NON-REINF./MED.REIN.) 11WI188 12-0`19.0'r y Z m I 10 PANEL WIDTH TESTED UNIT 0 2•i7 Z�o NOTE: 0.m GLASS CAPACITIES ON THIS SHEET-ARE � ! x. BASED ON ASTM E1300-04 (3 SEC. GUSTS) O AND FLORIDA BUILDING COMMISSION DOOR WIDTH DOOR WIDTH NIpa �� ODOR UED.WIDTDOOR WIDTREIN11 DECLARATORY STATEMENT DCA05-DEC-219 CHART 1 OR 1A SEE CHART 1 OR 1A SEE CHART 1 OR IA SEE CHART 1 OR 1A SEE CHART 2 OR 2A 3 PANELS OR LESS 4 PANELS OR LESS a (NON-REpJF./MEO.REM.) A (WAVY REW.) YYOO o GLAZING DETAIL t C C C SCALE 1:1 0% E C 0 e% EfF � SERIES 400 ALUMINUM SLIDING GLASS DOOR SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. e e •' �I THIS PRS HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • • REQUIREMENTS OF THE FLORIDA BUDDING CODE INCLUDING HIGH VELOCITY 1110(SHOWN)• • • A. • • • xxo(SHOWN) xxx oxxo(TESTED DOORS) <m o 0 HURRICANE ZONE(HVFIZ). + OX•(OPPOSITM) •• • • • • • OXX(OPP05TEy RE INF NF,ALL CONFIGURATIONS •• • • • • ••• • 16Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • • OXO • ' TO TRANSFER LOADS TO THE STRUCTURE. •• *00 •• • • • •• APPROVED CONFIGURATIONC ;,lay AFn/AD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Cra EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL DRESSING OR STUCCO. DOORS NOT RATED FOR IMPACT. FLA. 3538 g� NOT PART OF 8 ANCHORING OR� CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••• •:• INSTALIATIQtyQF THLS �t9�T•I�THE HVHZ AREA REQUIRES THE USE OP APPRBNED I&s9 RS QR EXTERNAL PROTECTION DEVICES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ••• • CCjff%TNG•RITH 7HZ:lEQUIRBMENTS. drawing no. MATERIALS INCLUDING BUT NOT LMTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER oISSIMIAR MATERIALS SHALL MEET THE ••• •• •• .' �T i WO -28 REQUIREMENTS OF,THE FLORIDA BLDG.CODE SECTION 2003.8.4. Sheet 1-of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS IN PARS r, IN PAIS SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIRS METAL v ELEV.FOR SPACING SEE ELN.FOR SPACOLG STRUCTURE `� a fsa NOTE SHEET 1 19Y WOOD SUCK " a. I :CO�ICItETE MIAMI-DAVE COUNTY APPR'D MULLION EDGE •9.3;(•P'a a o EDGE SEE SEPARATE NOA EDGE a d <"d. T)IST✓ *.YIN. 'e .e o a e' DIST. ELKiE O I DIST: t. MIN.: a e ` a _ DIST. QMIN. DIST. �+ O a \ \ TYPICAL ANCHORS IN PAIRS t? n .i .. TYPICAL ANCHORS IN PAIRS SEE ELEV.FOR SPACING Qg t � SEE ELEV.FOR SPACING h D va „ OA TYPICAL ANCHORS: SEE EtEV.FOR sPacwc a 1 3 4 4 I 1/4* DIA. TAPCON BY 'ITW' (Fw120 KSI.Fye82 KSI) {L 2 w s EDGE t INTO 28Y WOOD BUCKS OR WOOD STRUCTURES C DIST MIN. 1-3/8" MIN. PENETRATION INTO WOOD �F I ! _ THRU 1BY BUCKS INTO CONC. OR MASONRY 10 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z DIRECTLY INTO CONIC. OR MASONRY i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a 014 SMS OR SEI I ANG SCREWS (GUM 2 CRS) INTO METAL STRUCTURES U w STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ! ! WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ;O to ! MUST SUPPORT LOADS IMPOSED BY OWING SYSTEM AND (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p ;R Oi ! ! TRANSFER THEM TO THE BUILDING STRUCTURE. to �I a #12 SMS OR SELF DRILLING SCBM 2 CRS) L,1 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8*) N Z g3 ii 6 i i O(NO SHIM SPACE) •^S W Z80.. �7TYPICAL EDGE DISTANC p„2w •0`INTO CONCRETE AND MASONRY m 2-1/2" MIN. O INTO WOOD STRUCTURE = 1" MIN. a.wo METAL STRUCTURE = 3/4" MIN. I i CONCRETE AT HEAD,SILL OR JAMBS fc . 3000 PSI MIN. j j i i• C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. c g 1 i i I i o €B� I j I I i i 1 i SEALANTS: I ! ! T ! APPLICABLE TO ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND FPPJFtS HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SCHNEE MOREHEAD 5504' SEALANT.LOCKS .119 q I % SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE s<m uQ ' AT 38-3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE ............ ... WITH KEEPER F SECU S AT LOCK POSITIONS.ASTENED ANO RED TO JAM Ergr:JAVAD AIWM••:.o • FL0.PE&on M'EEPa(QTCH. e .. coNcRtr BLONGjs•.� ••• Coal WEEP AT Eta. a' t a'•iEDGE 34AT • ."• 4YPICHWts,ING Ep0�0T�• • y4• S�EIEN FOR SPACING DIST. MCI. ••.• M•J. • • • •• •• dmwittg tro. NO REINFORCING M%. R_UN1FbRCIIdt • • q__0lc_T311Z W01—28 .HEAVY REINFORCING tdleet Qof 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TOY WOOD BUCK © t l l l O O SEE N SHEET 1 1/4•SHIM \�.// PANEL WIDTH �1� N 1/4'9161 � MAX. D.L.OPG. D.L.OPG. 3 S S 8 /8 X 1/2'SCREWS MAX. Z WOOD BUCK 9.24'O.C. _„' H SfRUCN E MOVING PANEL MOVING PANEL lG 113 .._.._.._.._.. .._.._.._.._.._.._.._.._. 14 _ ° . n © e^ ^ 13 14 r ^ a iS .._.._.._.. _ _". ad iS 18 NO REINFORCING 1�PANgI ^^----_L�5�------=SCREEN GPT.I ------------)--- \-,To a O 4/PER=4"FH SMSP�X 1 1/a•FH SMS ga x i•sas D.L.OPG EXTERIOR Pam WIDTH ly XXO(NON-RONF)DOOR WIDTH(3 PANELS OR LESS SEE CHART 1 & 1A) OS ^ TYPICAL.ANCHORS IN PAIRS ��•� V W SEE ELEV.FOR SPACING IN PAM ' O O SEE ELEV.FOR SPACING Q3 p 8 O FM g Znrn 1/4•MAX. 18 1/4•MAX � SHIM ' d SHIM 0 oc O •" 17 © MEDIUM REINFORCING .41 t8 3 PANELS OR LESS(SEE CHARTS 1 & m) sl116Y{KT wlwtbRsllL q w+ " -67 all 14 7 METAL o a V 18 STRUCTURE o•g O d •• ••• • • • • • •• TYPICAL ANCHORS IN PAIRS • �.<m v o SEE ELEV.MR SPACING _.._.._.._.._.. • .. ._ . .,F En{p:JJAIAD Y e o n ® �& s ® ® ••0 0• I�BASTIt• FORCI�. •• i6 4 PANELS OR LESS(SEE CHARts 2& 2n) OCT 12 WO1-28 suet 3 of 4 ••• • • • • ••• • • *90 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 a ' a 4.000 '1.8s8� M'8M# PART @ MCQD. •DHSCBIPTIox M.TUM NAM./9UPPLTER/RSE/ARS.4 i(.0 1 .062 TYP. 1 PW-5-000-1 1 FRAME HEAD 8M-76 -74F- Ar^ N 378 2 PW-5-000-2 1 STANDARD FRAME SILL 8083-TB - 4Y .937 1.781 7A - 1 M-RISE FRAME SILL 6063-76 - �I II I -375 1.188 3 PW-5-000-3 2 FRAME JAMB 8083-T5 - k-1.345-d1--1.888 .719 k- 4 PAY-8-000-4 2/PANEL TOP&BOTTOM RAL 8083-75 - $ Z .078 S PW-5-000-5 1/PANE. LOCK STILE 8083-T5 - qt 2.500 8 PW-5-000-8 1/PANE. INTERIM 8083-75 FRAME HEAD INTERLOCK 7 PW-s-0006H 1/PANEL FEMALE MRAGAL 6063-T5 _ 0 8 -5-000-1 1 ASTRAGAL SDFFENER 8983-T5 - v t• 1.840 I.- 9 - 4/FIX PANEL FOL PANEL CUP ALIBI AT 24'O.C. .082 .708 I 10 FP-223 AS RER1. (LAZING GASKET VNYL MELTPOINT PLASM NC. PQ� pq i l FP-37 AS fff�. FLAP WEATNERSTRO�PIMX. VNYL PROTOTYPE PtASTKS �tatm�p 1.014 .375 •888 12 5553 AS REQ. RLE MATH FIN WEATHERSTRIPp - ULTRAFAB AA 1.500 Q8Q 162 13 2023 AS REOD. RLE MATH FN WEATHERSDBPPING - ULTRAFAS ? • .849 2.875 1.030 2.242 2.582 14 2021 AS REDD. RLE WITH FN - ULTRAFAB LL 15 - 1/PANE. PANEL RETAINER CUP(9/19 X 7/8 X 1/8 X 4'LONG) ALUM AT FRAME SIU. d LOCK STILE 1 188 18 - 1 ASTRAGAL RETAINER CUP(3/4 X 3/4 X 1/8 X 1-3/4•LONG) ALUM AT FRAME HEAD eeelll� F 17 - 2 I=LATER=CUP(2 X 2 X 1/8 X 4-1/4•LONG) ALUM AT FRAME HEAD AND SILL 18 - AS REOD. NTERL=RENF.BAR(1-1/2'X 1/47 STEEL FOR MEXUM DOORS v 19 - AS REX). NTERLM ROW.BAR(1-1/2'X 1/27 STEEL FOR HEAVY DOORS see 2 at12 1594 20 - A8 REOD. BOTTOM RAIL ROW TUBE(3/4'X 3/4'X 1/8') ALUM Q 21 30025/902 1/MOV.PA4M nim MOUNT HOOK LOCK - AT -3/4'FROM BOTTOM g _ 2.000 .082 FEMALE ASTRAGAL STIFFENER 22 - - LOCK KEEPERS AT LOCK LOCATIONS = AT 39-3/4'FROM BOTTOM 23 19-7823-212 2/MOV.PANEL ROLLER ASSEM&.Y REFLECTOUTE PRODUCTS ryj 4.408 24 S10 X 3/4' 1/CORNER PANEL ASSEMBLY SCREWS - V F� 25 - 1 ASTRAGAL RENFIN3CIN0 K51AP0K0.(1.590 X za3o X.Its'THK.) STEEL FOR HFAVY DOOR 3 fAto 1.408 1.750 .750 $F-� $ TOP/BOTTOM RAIL zi §' � i .125 W- 2.000 .458 V)o g{ .062 TYP. z t0 o�S .375 (L m Bos 0 1.280 .062 W. I I 1 3.9os 208 '500 FRAME SILL (STD.) 3 0 q HARDNESS 75*5 SHORE 1250 TOME STRENGTH(BAEEAIK 1900 PSI a C 4.408 SPE8 g€ ELONGATION AT BREAK m 3W$ 011111 C $ I SPECIFIC GRAVITY m 139 181 1 1 �I Lees Laos 1.75o Iso GLAZING GASKET • FRAME JAMB SCALE 1:1 •• ••• • • • e • • •• : • t • a C6mU0 3.000 ,250 I ��• •• • • ••• .398 .118 E14r.JAMAD AKIM 1 2.530 ACPE AN./7tR92 C CIVIL .093-1M-t.312 ' 1.500• ••Wo0 • •w ••• • • 3578 g a.esa • : I e • • S � 8 J-e, • • tlrowing no. • •• • •• •• iN01-28 FIX. PANEL CLIP FRAME SILL (HI-RISE) INTERLOCK REINF. BARS ASTRAGAL REINF. CHANNEL sheet 401 4 ••• • • • e or • • - • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • M IAWDADE MIAMI-DADS COUNTY o 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) tinvry.miamidade.aov/economy. Florida Window Systems,Corp. 7191 NW 77 Terr. Medley,FL-33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,'or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as.described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window—L.M.I. • :000:0 0000.. APPROVAL DOCUMENT:Drawing No.W03-36,titled"Alum.Outswing Casetnaxf; indow(L.141.)", •• sheets 1 through 6 of 6,dated 05/28/03,with revision E dated 09/11/14,prepared by*Aglrooq,doiporation, .000:0 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cdtf't OrRevision stamp :•• •: with the Notice of Acceptance number and expiration date by the Miami Dade Counw}. *Product CVNrdl. Section. 0000.. 0000 00:00' MISSILE IMPACT]RATING:Large and Small Missile Impact Resistant. so 0.' '0000• �. ••0 LABELING: Each unit shall bear a permanent label with the manufacturer's n'ii N% logo, city, state, •� model/series, and following statement: "Miami-Dade County Product Control Ap4roveds, unleU.atllorwise•••••• noted herein. • .. 0000 ...0.. RENEWAL,of this NOA shall be considered after a renewal application has been filed and there tial 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 revisigA 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 and renews NOA#13-0916.09 and consists of this page i and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No..14-0915.05 Expiration Date: September 18,2015 Approval Date: October 30,2014 / ° � Page i i . i i Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36,Sheets 1 through 6 of 6,titled"Alum. Outswing Casement Window(L,M.I.)",dated 05/28/03,with revision E dated 09/11/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. BETI-03-1312 dated 4/17/03,signed and sealed by Rafael Droz,P.E. (Submitted under NOA #03-0612.04) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 j 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Ina.Test Rep(it";!, HETI-02-1752 dated 12/3/02, signed and sealed by Rafael Droa28edn,P.E, • (Subinitted under NOA #03-0612.04) 00 •••••• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • • 2)Uniform Static Air Pressure Test,Loading p%rJWC,TAV 9-p�-94 ' 3)Water Resistance Test,per FBC,TAS 202-94 •• •• along with marked-up drawings and installation diagram of an*atui um eWm&t ...... vinyl window,prepared by Hurricane Engineering&Testing,liP e$t Report No. • HETI-02-1230 dated 6/23/02,signed and sealed by Rafael Drpz-SP.Ja,P.4,p•• •••• • (Submitted under previous NOA #03-0612,04) .. • .. . . ... 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 •••' : � .... • 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-02-1751 dated 12/3/02,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA #03-0612.04) 5, 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc.Test Report No. HETI-02-1235 dated 7/3/02,signed and sealed by R fael Droz-Se .E. (S•ubusitted under NOA#03-0612.04 Manne ez,'P.E. Product Control xaminer NOA No.14-0915.05 Expiration Date: September 18,2015 Approval Date: October 30,2014 E-1 • Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 09/10/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 2. Notice of Acceptance No. 13-0909.10 issued to Glasslam N.G.I.,Inc.for their "Glasslam Safety-Plus II Glass Interlayer"dated 10/03113,expiring on 08/07/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition 42014):%n4 of no •••••• financial interest, dated September 10,2014,issued by Al-Faro6q bkporation,.signed •• and sealed by Javad Ahmad,P.E. 0666:6 2. Testing agreement letter, dated 09/10/13 between Fenestrae M+n,* esting Laboratory;••••; (FTL)and Florida Windows,issued by FTL and signed by Leigh X.*3anchjzr••• •••••• (Submitted under previous NOA #13-0916.09) 000000 • 3. Statement letter of conformance,complying with the FBC-2010;•attd of no sttencial interest,dated March 27,2012,signed and sealed by Javad Ahaia'd I.E. • •• •• (Subinitted under NOA #12-0514.15) 0. :00909 00 '• • G. OTHER 00 • 1. Notice of Acceptance No. 13-0916.09,issued to Florida Window Systems,Corp. for their"Outswing Aluminum Casement Window—L.M.I.",approved on 11/07/13 and expiring on 09/18/14. 2. One year approval,subjected to successful verification test for renewal. r ' r Manuel T ez, E. Product Control xam er NOA No:1 - 15.05 Expiration Date: September 18,2015 Approval Date: October 30,2014 E-2 ADDL ANCHOR AS REOD. i ANCHOR REQU. 13 1/2"MAX. 8"MAX, SEE CHART OSH z AT EACH SDE OF WOS17 M FOR � CORNERS gggppp 4' 8' 13•11//2" g"MAX SURFACE APPLIED A OPt�ONAT. A SI HEAD �t� F I;[; cddzF 88 w m 8 m THESE WIGS ARE RATED FOR LARGE PGMISSILE IMPACT. 5t 30 is/tir 30 1511ar so is/18' SHUTTERS ARE NOT REQUIRED. • D.L.O . D.L.OPG. O.L OPG. 35-7/e° 35 7/g• 35 7/g' ALUMS OUTSWING CASEMENT WINDOW � VENT WIDTH VENT WIDTH PENT WroTx DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 37" 74• CHARTS SHOWN ON SHEET 2. z W9iDOW WIDTH WINDOW WIDTH APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS Q 3�` SINGLE VENT WDW, DUAL VENT yypyy. WITH X AND XX CONFIGURATIONS. o O Z ALSO COMBINATIONS OF CA MT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING n MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. SILICONE CORNING 91L4 SILICONECORN LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GE 4000 SILICONE CE 4000 ING OW WILL APPLY TO ENTIRE SYSTEM. J TREMOO TREMOLAZE S-500 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t/8•ANN.GLASS 1/8•TIM STREN'a NAASS REWREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY c 1/8•ANN.GLASS also~MterNayer 0.130'krMrNoyer FiLIft18CNNE ZONE(MIHZ). t#as4lam Safety Poue I •090•Interioyar G>asalam SclalY—PWs n Wo00 BUCKS BY OTHERS.MUST ANCHORED PROPERLY TO TRANSFER B B By'Poynw Extrusion Techr�•,W SaRmr Clear Arxt Color Glass By'Polymer EAruakn Teelvrotoq,W LOADS TO THE STRUCTURE. IA'AWL� By'EaehrM Chemk0l CO: ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS mill 111111 1/8-ANN.GLASs 1�•taFar sTNNFH'a c0nss EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SMOG. SILICONE SILICONE ANCHORING OR LOAMG CONDITIONS NOT SHOWN IN THESE DETAILS ARE _n e DOW CORNtNQ 995 p; TR DOW ANG 995 NOT PART OF THIS APPROVAL. I, F TREMCO TREMGIA2E S-500 • •• • �E 409 • •• o • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/AiETAL SCREWS.THAT �o • •• • ••• • COME INTO CONIACr WITH OTHER DISSRARAtt MATES SHALL MEET THE a m v o er 41 S •• , •• • • • • • REQUIREMENTS OF THE FLORIDA BLDG.CODE. Hnge:.IAYAO AHI/AD PRODUCTRBVISBD • ••• FTA Pr W2 � P1Ylu9wlmthaFlortda C • • • • ••• ••• CAIN. eB dbe Cob •!q/5 ua 1 8 to • ig t • /. t!i LtxPlrmim,Darn 15 @ Nt $ • •• Gum TYPE 'Al' G sl W TYPE '�2' ••• • cLA96 TY.ft3T' i• i• r SEP ( 2014 W03-36 GLAZING OPTIONS sheat 1 of S ••• • • • • ••• • • ••• • • • ••• •• •• DESIGN LOAD CAPACI'PS[-PSP FOR(XX)SOLD DESIGN LOAD CAPACITY-PSP FOR(X)SIZES DESIGN CENTER POSY RRINFORCED CENTBR POSY XINDW DIMS. MASS TYPES'A1'&'A2'1 GLASS TYPE'81' UR4D0H DOM CLASS TYPES'A1'&'A8' CLASS TYPE'at' (LASS TYPE'81' L HEIM EXT.(+) 1NT.(-) EXT.(+) 1M.(-) MUM HEIGHT EXT.(+) iM.(-) Off.(+) INT.(-) EXT(+) 1w.(-) Z 5&o 55.0 75.0 EOA 28-1/2• mo SSO 7SA 00.0 75A 60.0 ao 550 55.0 75.0 60.0 37' � 5" 55.0 75.0 Su 75A 60.0(3) 55.0 55.0 739 80.0 - 53-1/8' (3) 5&0 sac 75.0 a" 7" b"55A 55.0 75.0 80.0 74" 55.0 SSA 75.0 60.0 78.0 50.0 38-3/4'. 53.0 53.0 75A S" 26-1/2' 55.0 a" 750 SOA 7" a" (4) a" 55.0 75A a" 37' 38_3/4• 55A SB.O 73.0 80A 75.0 80.019-1/6 55.0 530 75A �.0 53-1/b' (4) 5" 5" 75.0 80.0 740 60.0 7V[ 26-1/2' S9-51W 55.0 55.0 75A 80.0 74' 3" 53A 75A a" 73.0 S" 3r (5) 55.0 p&0 75.0 SOA 28-I/2' 55.0 55.0 75.0 8D.0 73.0 80.0 t6« 45.5 45.5 754 a" 37' 4p-5/4' 55.0 5" 75.0 80.0 7&0 Sao °�W 28-1/2' 83' 34.0 34.0 75.0 80.0 53-1/8• (5) 55.0 55.0 75A 90A - 7" 80.0 37' (5) - - 754 au 74" 55.0 35.0 85.7 65.7 75.0 S.0 19-1/8" 74-1/4' 27.5 27.5 75.0 am 26-1/2• 55.0 b5A 75.0 40.0 750 a" 28-1/2' (� - - Su 4a8 37' 8r 47A 47A 759 Su 73.0 80.0 8 18' S5A 55.0 754 WA 53-1/8" (3) 34A 34.0 88.4 6&4 75.0 80.0 24" 24' 5" 55.0 75A WA 74' - - 52.8 528 65A a" 30' (3) 58.0 55.0 7" 80.0 26-1/2' 392 392 730 79.0 75.0 80.0 v a 39' 5" SU 75A 804 �. 74-1/4' 2&4 24.4 57.2 572 75.0 SOA ta' 55.0 55.0 7" aA 53-1/8• (6) - - 40.9 4a9 4&7 8&7 24 38' 55.0 55.0 740 Bao 24' 55.0 &9A 7" BOA 75.0 80.0 g 30' (3) 5&0 SLA 75A 60.0 36" 53.0 55.0 TSA MA 7&0 40.0 38" 559 55A 75A e.0 48' 24' 340 5" 75.0 a" 75.0 a" � U ta' 55.0 SLA 75A 80A o' (3) 5" 55.0 75.0 SOA 7b 0 a" 24" 4E" 5" 35.0 7" 80.0 72' a" 55A 7" 90.0 � 78.0 mo 30' (4) SLA 5" 75A 80.0 24 Me SSA 75.0 W.0 759 80.0 36" 55.0 55.0 7" 80.0 38' no am 75A 80A 73.0 60.o Z 18' 55.0 5" 750 80.0 4a' 36" 5" 55A 7&0 BOA 75.0 80A Q 3, 24' �, 432 _43.2 75.0 80.0 ew (� aLA 55A 75A 84A 75A 80.0 v 30' (g) 359 ss 9_ 7" BOA 72' - a5A 55A 75.0 s" 750 809 � O O1 p 38" - - 75.0 8WO 24" SSA 554 75.0 80.0 75.0 40.0 n 8 -14" U0 32.0 70.0 SOA 36' 3" $5.0 75.0 80.0 75.0 80.0 O 2r 24S 24.5 7&0 90.0 48" 49" 55.0 55.0 75.0 WA 7&0 80.0 30" (8) - - 68.0 WA w t4) 55A 55.0 750 804 _ 750 a0.0 _ ()a NO.OF ANS PER JAMB 72' 55.0 55.0 712 71.2 75.0 80.0 gg 24' SSA 55.0 75A 804 75A 80.0 38' SLA 55A 75.0 SCA 75.0 80.0 0 " . 48' 432 432 75.0 •60.0 75A 8a0 80' (3) 3" 358 86.4 66.4 750 80.0 72" - - 57.0 $7.0 71.4 7181 1 7&0 80.0 $ 24" 47.4 47.4 759 BOA 740 a" 36' n. 32A 32A 64.5 848 7&0 BOA •• ••• 4 �9' (8� 248 245 49.3 49.3 739 752 750 40.0 0• � • • 4 4w• • • 40.3 40.5 633 83.3 SS.0 • • ,�}} • •• • • • • •i A14 PER JW NOTE: • LOADS PATH ADOI..ANCHOR AT IMPOST • • • • • • • GLASS CAPACITIES ON THIS SHEET ARC• 009 •• • • • ••• g BASED ON ASTM E1300-09 (3 SEC. GUSTS) Eaqr Jk ko mwm PROaucr RBYIS� •� �} AND FLORIDA BUILDING COMMISSION TTA PCM ��3 DECLARATORY STATEMENT DCA05-DECD 21$•• cat> dorAft �l eia 1s • ••• ••• ••• s; a1f�ff�.05 • • • • • • ' 1 Ti 00: • ••• • • •• • ) droving fro. • � I, W03-36 sheat 2 of g • • • ••• • 000 0 0 • • • •• •• T04M ANCHORS �V TYPICAL ANCHORS SEE EIEY FOR sPAdNc SEE ELEV.ANCHORS SEE ELEV.FOR SPACING METAL C `•- <° a ,°'y; ley HUCIC SIR1�'IURE MAW COUNTY APPR.OVEO MULLION✓k MULLION ANCHORS 1" i '4 SEE SEPARATE MAOR E+iJpt Q p g, 1O d+ ZsTS S O 9 7 3R 2 4 CHORS SEE E RFO SPACM WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 88 3 TYPICAL ANCHORS: SEE ELEK FoR SPAM z ,),/4"DIA.TAPCON BY'rW (£unto Ks.Fp s2 its) J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES '`',' 1-1/2" MIN. PENETRATION INTO WOOD o THRU 18Y BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z �r o Izi J12 TEKS OR SELF �L.RNG STREWS {GRADE 5 CRS}) 3 _ INTO METAL STRUCTURES SS z STEEL : 12 GA. MIN. (Fy = 36 KS1 AIN.) a O a ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) n� (STEEL IN CONTACT WITH ALUMINUM TO HE PLATED OR PAINTED) 0 #12 SMS OR SELF DRILLMG SCREWS (MOE 2(IIS) INTO MIAMI-OADE COUNTY APPROVED MULLS (MIN. THK. _ .090") (NO SHIN SPACE) 4 1 1 TYPICAL EDGE DISTANCE a 8 INTO CONCRETE AND MASONRY = 2-1/2" MM. 2 MTO WOOD STRUCTURE = 1" MIN. T INTO METAL STRUCTURE = 3/4" MIN. 9 OWOOD AT NEW.SIL OR JAMBS SG m 0.55 AIN. ac- e B e •. •.• • • • CONCRETE AT HEAD.SILL OR JAMBS fc o 3000 Psi MIN. • i i ••• C-90 HOU.ON/M.LEO BLOCK AT JAMBS fm =2000 PSI MIN. ° 14 .. ,gtr 4WD AHMW CNL PRODUCT REVISED SEALANTS: FlA.PE esoomPl7�9�vN6tlroFbtMa o KTYPICAL • • • FR1AV•AND VLMCOW*VS AND INSTALLATION SCREWS c1�N No 00• AED 1'��1 CLEARCALUM%RIM COLORED SEALANT. DAe !ANCHORS •.• . ••• ••• • • By t§aduN drawing rro. SEE E&.FOR SPACING v 10'2 W03-36 IiI1.8L sof s . . . . .. . . • . % . • .. .. ..0 . .. .. ... . . ... . eAZ � 3/iW MAIL ce O MRL XBARS 2/VENT 0 O 1/4'VAX. MIAMI-DACE f�NTY TYPICAL ANCHORS a AT V FROM TOP k TTOM 10 S19M APPR.O MULLION SEE ELEV.FOR SPACING 80 4 FASTENED W/(2)$S X 1'FH SMS .leySEE SEPARATE NOA Y' TYPICAL ANCHORS 1 30 BUCKS FOR SPACING 7 -- -SCREEN OPT.--- a PT.---8 p. . TYPIC&ANCHORS EXTERIOR SEE ELEV.FOR SPACING WINOWV WIDTH KNOW WIDTH STRt N� 2 4 D.L.OPG. VENT WNmH V WIDOW WOTH Z SSINGLE VENT WINDOWS v a tO STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES 1/4'SHIM t1REO•m B[t+i•trw UM A NOW SOW dd66 wapot.0 lawn OR eE cmvo n) g� MAX O ALUM XBA S•2/VENT O z Af t v= F 0'FROM W/(2)ea xTMI-FH SMS t SFAS °1 STIM 1 3 14 p•n 0 7 11 'o TYPICAL ANCHORS •»•- SCREEN OPT.-- ------- ....�- LLIM Etflt FOR SPACING F F V TYPICAL ANGORS S Y OO SEE ELEV. D.L. 2 O.L.OPO. h n r 4 m FOR SPACING VENT WIDTH •• •: • • • • • VENT WIDTH oil 1R $ • •• • • • • • o<m V O W •es • • • • • DUAL VENT WINDOWS E"!M�� 1'RODUCTRBVISNp sae mpbmingwit6Rroph" • ••• • • E W • • • • • • • • • • Daft i i• • • • • e • i /� t ;No 60: • ••• ••• • • ��' 4- *2, dtmxktg ra. 2At4 J W03-36 street 4of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I �2,12g VM PAST I QVM=Y BRBISNPY[ON HATIM8L MUNP./9UPPL1�/R 1 fNpS-009 4 FRAME 6083-Ta - 2 FWS-011 4 VFNT, 6083-T8 - 3 FWS-010 1 CENTER-POST 0087-78 - 0 Lae 4 FWO-006 AS REM. OULZa10 BEAD 6083-TS - J 6 - AS REOO. FRAME ASSOMY SCREWS ST.STEEL 810 X 3/4'PH SYS 2� 2313 6 - AS RE00. VW ASWISVY SCREWS Sr.STEEL #10 X 1-1/2'PH SIRS 7 E102 AS REW. FRAME WEATrOWMPPM(.078 X MO) VUM OURAFAB Q L5a9 a EZ06 AS 11 00. VENT 19FA1107LSIRWM(.167 x =) Y6m UURAFAS 6 .597 8 .12.00.100 2/VENT 4 BAR H010E.AT TOP AND 80TTW STEEL 7R %ATTAM ED W/(6)/8 X 3 SS SYS 10 30088 Z/VENT LEVER 7YPE FACE YWM LOCK STEEL TRUTH,AT 12'FROM TOP AND BOTTOM 14 W 11 21067 2/VEM I=KEEPERS.AT FRAYS JAMB FAC910 LOCH STEEL. ATUCHEO W/(2)/10 X 3/8'SS SYS 12 400M 1 ROTO OPERATOR STEEL TRUTH.ATTACHED W/(4)IS X 3/6'SS SMS Q FRAME 13 - - 007 THK2C C0WER KEYx i sTEEI 1-1/r x 1-1/r x 1/r 14 - 2/I.Opc LOCK MSOVLLATIOH SCREWS - j12 /r PH SIS 15 - AS RE00. CENTER POST RETH=NO STE0. - rd b79 r UTE SETTM SLO (S AT 1/4 PONTS EM WROUETER SUS SHORE A 0 .062- 827 a L781 a92 88 .897 VENT ].439I �j A Z�g� 1� � Ll Ci n 965 � .062 2J25 AM L438 p 4.686 $j m _» IMPOSTAN •• ••• • • • • • •• • • •• • • • • • 0 moo.r - 9 ••• • •• •• 30 Er�J'VA70B3V FAP /E92 9y Aq� A0 Lwcom • roNOA �5 CAA BWUft owe jL�ow�C ••• • • • A o • •A.J • • .745 ••• •• ••• •• •• .Tn g m. ProW 0003--36 REWORc1NG CKWNEL " GLAZING WM 36 KSI STEEL sheet$of 8 • • • ••• • • • •• •• • • • •• •i 1 6 �' S t CORNER wr CORNER KEY N ALUMINUM ' I i FRAME CORNER 4 I $os 8 M I z r nM 8 3i ALL FRAME MID VENT CORNERS TO BE O 8 SEALED TM YAATE/ALUM COLORED SEILLANT. It t� O 13 C IMPOST CORNER }� cn r.mm AN" PRODUCTRDVISED •. m asecamlyftwlhd•P FCA.lfoda !„ • • • • • • a •i i• •VENT:GQiRNERgo • • • 4 ' wtulls • • • 1�!! drawing no. • • � W03-36 '` sheat hof 8 • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIIM AM MAWDADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE A,DMIMSTRATION DIVISION Miami,Florida 33175-2474 T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA} www mtamldade.Sov/ec_ggM Florida Storm Panel Supply,LLC 14475 N.W.26*Avenue Opa-Loeka,Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County REI-product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)- This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AID(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. :696:9 DESCRIPTION: 0.029"(min)Galvanized Steel Storm Panels Shutter •••••• . . APPROVAL DOCUMENT:Drawing No.AD12-32,taitled"22 ga.Galvanized Steel SWMPanel L&Ud,*sieets•••• • 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27,20 15*,§fPtd and seated by Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade County Product Control R ion swVwiftthe • Notice of Acceptance number and the expiration date by the Miami-Dade County Produc.t�onlrol Smliot .. ..' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ..'6 '9 9 900 6666.. LABELING: Each panel shall bear a permanent label with the manufacturer's name or:8W$ity,state,the •. following statement: "Miami-Dade County Product Control Approved",and NOA numb or,pez'7AS-21q 9'.AS- •••• 202,and TAS-203,unless otherwise noted herein. '..' 6666 :•••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been zoo change in the applicable building rode negatively affecting the performance of this product. 'TERMINATION of this NOA will occur after the expiration date or ifthere 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#12-1210.01 and consists of this page 1,evidence submitted pages E-1,E-2,and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,IVLS. NOA No.15-0615.06 r ��. �' Expiration Date: 0112312018 Approval Date: 07f=015 o? f Z3/2 ojc Page 1 Florida Storm Panels,Inc. NO'T'ICE OEACCEF TANC& EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels , sheets 1 through 4 of 4,prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003,signed and sealed by Frank L Bennardo,P.E. IL TESTS 1. Test report on: Uniform Static Air Pressure Test,Large Missile Impact Test and Cyclic Wind Pressure Testprepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G Kuri, R.E. 2. Test report on fastener by Construction Testing Corporation Report No. 02-007A, dated.May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002,signed and sealed by Yamil G.Kuri,P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002,prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo,P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bernardo, P.B., signed and sealed by Funk L. Bennardo,P.E. D. MATERIAL CERTIFICATIONS •• • . 1. Mill Certified Inspection.Report. ••�••• ...... ...... 2. Certified Tensile Test Report issued by Certified Testing Laboratory;;7te' ort Number �.... 10984, dated October 29, 2002, signed and sealed by Ramesh Patet. •• ••• . . ...... .... ..... Z. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#O'k8$i463 •••••• •••• • A. DRAWINGS . . . . . ...... 1. None. •••••• D. TESTS • 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTII+'ICATIONS 1. None. y A.Malar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 T 'Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUl3NIITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0410.01 A. DRAWINGS 1. Drawing No.ADI 2-32, titled "22 ga. Galvanized Steel Storm Panel-LMI", sheets I through 4 of 4,prepared by MCY Engineering, Inc., dated April 02, 2012, signed and seabed by l 1ping Wang P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami Dade County Department of Permitting Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1210.01, • A. DRAWINGS •••••• •• • 1. None. ...... ...... . ...... B. TESTS •••••• . .... .. . . . 1. None. •••• •• ••••• ...... .... ..... C. CALCULATIONS •• •• •••• •••••• 1. None. • . . . . . ...... D. QUALITY ASSURANCE •• ••• • 1. By Mami Dade County Department of Regulatory and Economic Resources. •• • E. MATERIAL CERTD.+ICATIONS 1. None. H y A.Makar,P.E.,M S. Product Control Unit Supervisor NOA No.154615.06 Expiration Date: 0112312018 Approval Date: 07/23/2015 E-2 'FlorJda Storm Paneb,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM=ITTED 5. NEW EVIDENCE SUBAUTTED A. DRAWINGS 1. Drawing No.AD 12-32,titled"22 ga.Galvanized Steel Storm Panel--Uff ;sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27, 2015,signed and sealed by Yiping Wang,P.E.,on June 02,2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. .000.9 • • . 00.0.0 .. . • 00 ••00.9 0 ...... . 0090.9 000000 :to 0* 0 0 0 0 00 •• 9000 00*000 • 0••••• 0 • • • •9.00 0• 0000:0 • • 0 • e • 00 0 Het Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01fM018 Approval Date: 07123!2015 E-3 • .�w+�w•.rr nnnii i� F k� � 1 u k` SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM .•...• Building Official • Dear Mr. Building Official: ••'•" •"' •••" .. .. .... ...... �2 .jaugkprkels We are Dade County Notice of Acceptance holder for the under number 15-0615.06. • This letter authorizes to use our 22ga. Panels under number 15-0615.06 to be used at the following job: Sincerely, Mario Callej as Tom Llerena President or 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. 14475 NW 26 AVE.-OPAUXXA,FL 33054 Tei:(305)685-9000 Fax:(305)685-7511 PRODUCT MARKING PRODUCT MARKING WIDTH UNLIMITED o (LO(ATION OPTIONAL 1.376 . t-10W 1� 37.7 OCATtON OPTIONAL) 2.062" 2.DW, 3.37fMAX (PREP.TO PANEL PAN) GALVANIZED11C ROLL BACK O fl.9�° 0.197" (TOP MOUNT CONN TYPE o 1.312" 1.312" 1.312° $ A, AS READ) TYP SECTION Ci " . " N 0S 0.082 n m m a o cYL € 1. OPTIONAL 1!4-20 STITCH 1.789 1.781 1.781 1TS WITH WASHERS .781 n N c r v ,d, cit WI LNGNUTS FASTENED ROLLBACK - 1.781" 1,781° c d c o o c o OVERLAPS G MIDSPp� 0 0.095" (USE APPROPRIATE 12.5W PANEL COVERAGE 0.052„ c 0.082 TYP _ SPAN TABLE) 14.438°PANEL LENGTH TYP o Q nl O t�STORM PANEL 2 "H 3 "U"HEADER t,".�BUILCCI+OUT"F"TRACK 8��CK ° PLAN VIEW RML E <C rr g, 1 ODO« 4.OQQr J o • • 114 20x31 Z 1 ..._1_ o 18 GAGE(I-0.0518"GALV. r1 c g 0.925•TYP. r STEEL,GRADE 5D) 3 • [ RC 307' US1.500' 1.00"MIN 5.0W MAX a ;, ai Z ca a.[- MAX 5.000°MAX 0 ' to ci Q250" ci 1.000° o BOTTOM MOUNT R0. 50` tS:Gci #"78"68NI (CO*TYPE z F /1STUD=AN= y1BULL 00UTICLOSURE ANGLE &"CLOSURE t ti WASHERED WINGNLIT /.1YEYHQLE WASHER HEADER END CAP REQo TYPICAL I@IOUN f ELEVATION 0 0 w ,i �c V MAY BE AT 2.043° MV C1 9 AU oYy OP� ARE SONNYUSE ISS 1.7�•DEEP TYPICJ� N78 TOP$�BOTTOM Q D o SE WITH TRUSS HEAD 2.061° 5.313° GENERAL MOTES: 0•0w °ter 19 324t1" r TOP MOUNT LAST PANEL TYPICAL W �e�! C' " 0•�3r (CONN TYPE BEFORE Cpl PANEL ABOUVE a"; • o }S • �� 0.063" AS REQDy BSTRUCTION pVERLAp OBSTRUCTION •••• • 1.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE 0•{163 205 p1193r o • •• MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE 73 c 0.093° • • •••••• ••• 14 • • FLORIDA BUILDING CODE 2014 AND PROTOCOLS TAS 201 FOR LARGE c3 c •MISSLE IMPACT,TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TAB • O "203 FOR CYCLICWIND LOADING. o I BOOTMOUNT � •• • ••:•• 1.937" 0.093 5.313" [wq _ BOTTOM z •• • • • 2 UI 70NATE DESIGN LOAD O$TABdED FROM ASCET-10,MULTIPLY 8Y 0.8 �I (CONN TYPE -61 •• •• 0*:*** SHAD.BE LESS THAN OR EQUAL TO MAX.DESIGN LOAD IN THIS j `TRACK r 1TOP"U"TRACK BOTTOM"U"_TRACK AS REFI • • DOCUMENT. 13 ,4 i5 18 = • •• •• •••••• S.NO 38.3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 7d' � , 4 (LOCATION �• � • • DESIGN OF THE ANCHOR SPACING TABLES pnj MAY V + i•• • ••••i• '. 1 TOP MOUNT •,. • • 4.POSITIVE AND NEGATIVE OESIGN PRESSURES TO BE USED WITH THESE EXISTING a 66009: DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOS-SPECIFIC BASIS WINDOW dJ u (CONN TYPE • • • • IN ACCORDANCE WITH THE GOVERNING CODE.WHEN ASCE 7-10I8 USED 114-20 BS SIOEWALK 0250" AS READ) = 0 •• TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT.THE USE OFA OR MACHINE BG 7S& 1 d DIRECTIONALITY FACTOR K�0.85 IS ALLOWED. WASNERED WINGNUT 4 PANEL BELOW �Pf OBSTRUCTION o 5.THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT 24'O.0 TYP. a ' N PROVIDE INFORMATION FOR A SPECIFIC SITE.IF SITE CONDITIONS 1.000' 1 0 TOP MOUNT ..I d DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED 1 B GA GAL.V.STEEL VERLAP (CONN TYE'E OPTIONAL 114-2 0 STITCH BOLTS WITH W ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE 8IT6 SPECIFIC BENT PLATE 4�MAX EXISTING AS READ) WASHERED VNNGNUTS FASTENED z LL DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. (UOVERLAPS IME SPAN a. ro.048'BM.TIiK) caNCItETE HALLOW (USE APPROPRIATE SPAN TABLE) d "i g OR 292'x0.128" BLOCK OR WOOD U c 6.PERMIT H OLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING 8083.78 ALUMANGLE FRAMING to 2 Zw 0 °� STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. a It r„LOF� EFt CLOSURE DET L WALL MOUNT CLOSURE DETAIL s ICAL AMOUNT ELEVATION AROUND 0�§'IR�Gj10-N W p � o T.STORM PANELS SHALL BE 22GA S'T'EEL(GALVANIZED THICKNESS"029" �/- NTS 7 N MOV)CONFORMING TO ASTM A853,STRUCTURAL QUALITY,GRADE 8%G90 OVERLAP WALL BEYOND WHNDOW DISTANCE a L GALV.COATING WITH A MIN,F-02.0 KSI,ALL EXTRUSIONS SHALL BE GREATER THAN OR EQUAL TO 1.5 TIMES 8083 T6 ALUMINIUM ALLOY. BUILD OUT DISTANCE(200'I FAC SECT2413.73y EXISTING ALUM.MGM @ ORJ-PAN CLOSURE 8.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE 0.25T CONCRETE HOLL PIECE(9 (SEE DE'T'AILS ABOVE). O MARKING PER PANEL AS FOLLOWS: MAX FBLOM OR RAMING WOOD 0.500'LEG MAY BE REVERSEDRLAP LL 025Q d' FLORIDA STORM PANELS,INC v q MAX OPA-LOCKA,FLORIDA fq MIAMI-DADS COUNTY PROD.CONTROL APPROVED ALUM.ANGLE®OR J-PAN CLOSURE g ASTENER 15"O.C.FOR DESIGN 1 11;I' III 1 Y 8.STOIGM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM PIECE 0(SEE DETAILS ABOVE). LOADS LESS THAN OR EQUAL TO �`� jj fir;t1+L r f •� LEG DIRECTION MAY BE USED t v t SPANS AND LOADS SHOWN ON THESE DRAWINGS.REFERENCE 87p6f (SEE ANCHOR SCHEDULE FOR EXISTING �•.. s CONSTRUCTION TESTING CORPORATION(CTC),OF MAU.FL,TEST 1.000" � ANY AOCEPYABW ANCHOR}.FOR DESIGN CONCRETE REPORT 1D.02.041. LOADES GREATER THAN HOLLOW DNt7B' 08-0E-16 EXISTING o 87pof USE ALUM ANGLE CLOSURE BLOCK OR WOOD PIPING WANG; R.E. s ffi D FASTENER t�16•D.C.FOR DESIGN EMBED PIECE ONLY WITH ANCHORS{�10"O C. „ 10.TOP&BOTTOM DETAILS SHOWN MAY 8£INTERCHANGED AS FILED CONCRETE HOLLOW LOADS LESS THAN OR EQUAL TO FRAMING _ �A- h]��ON 1�AjRi CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE SLOCK OR WOOD WPM (SEE ANCHOR SCHEDULE FOR UUCP jwvLs sU _ FL 55983 APPLICABLE,EXCEPT FOR MOUNTING CONDITIONS INCLUDING"H'•OR%F FRAMING ANY ACCEPTABLE ANCI90R),FOR DESIGN SS C1 1j}I}jp$u�(}I Fl,*d, .: CAN. $ 577 � HEADERS. LOADES GREATER THAN 2,00" j1'1t1�711g Code - 1 87ps1 USE ALUM ANGLE cLosURE MIN Ac^�, h`E� O CLOS DETAIL 1,.ALL BOLTS Ht WASHERS SHALL BE z►No COATED.GALVANIZED OR PIECE ONLY WITH ANCHORS 0 Ur D.C. F -i i� 12-32 STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 80 KSI. De:e E B ALD-O � +' ,. ' .•fits..• '' . N.T.s. moi,<.`C+�1^••H�1. ` 1 OF 4 W 2015 OUSTW0 CONCRETE.HOLLOW BLOCK OR WOOD FRAMING ED C3 CONNECTION EMBED s�EANCHORscHIEr�BASED MAXIMUM ALLOWABLE MINIMUM SEPARATION SCHEDULE R ONTIMOFSTRUCTIIRE SPAN SCHEDULE FRO GLASS CHEDUL.E t SCI�DUL&T3 FOR MAX C2 tX>NA1i�TION TYPH Q SPACING REFERENCE ANCHOR C3 CONNECTION TYPE SHORT LEO MAY 9E SCHEDULET3 FOR MAX. REFERENCE ANCHOR T REN'M DTOYNARDS THEOPENIIdG SPACING � SCHEDULE T3 FOR EO EO EQ EQ o MAXSPACIJG No SlHc318�e PosBNre $pan 9eparaTbn Saparaiionra i e o e LOAD Bogs AT Mhq%M Leas PCI-) (1&-) q • o 5 W(PSF) ) Load(PSF) T1Tar1 at< pt+30' C o w 26 10'-T 10�7` 6'-0" 2.75" 1.22" $ 34 30 10'-5" 10'-5" 30 8'-S" 2.75" 1.94" �+ STUDANGLE 8 2 36 10'-x' 10'•0° 10'-5" 3.00" 3.00" 14TEKSCREWOR DIRECTION MAY g'-9" g4. 8'-0" 2.75' 1.25" IM40 MACHINE BE REVERSED. .}0 g'-8" 9'-8' 35 6'$" 2.75" 2.10" (>� SCREW 8 NUT @ 16" SHOWAt C2 CONNECT�t TYPE REO'D GLASS SEPARDW q5 94" g' 1flAfl 3.�" 3.00" CONI ECTIONS) 1 s SIM. REFERENCE em• MEET 49 8'-11" g=3" $'0" 2.75" 1.2E" SPACING 72 FOR MIN.} 50 8'-10" 9'-2" 40 8'-8' 2.75• 2.26° �3 EXISTINGa m F 55 6'-5" 5-11" E'-8• 3.00" 3.00' �Tb r o OWING 58 8'-2" 9-10" 8'-0" 2.75" 1.32" e 8 GLAZING 60 8-1- 8'.g' 45 8'-8• 2.75" 2.41" Z sg WT "S 65 Nr 8'-3' 9'4 2.92" 2.92" d: 8i �� 70 7'•'6' 7'-8" � 6'-0' 2.76" 1.36" Q REOVSFPARAMCN OPTIONALBUILDOUT 72 7"-4" 7=6' -10" 2.75" 2.73' z I� MOUNTING CONFIGURATIONS 75 7'-2" 7'-2" 6'-0" 2.75" 1.43" (AT HEADER OR SLL) L BO , " 80 6'3" 8'-9' 8-1 2.75" 2.44" W to 1 90 6'-0" 6'-Q' 6'-a 2.75" 1.61" W °n 10 10tH 5'-4" 5'-4' 70 7.,6" 2.75` 2.24" Z 110 4`-1i7' 4-10 z x 120 V-T f4r , 130 4'-1° 4L1" W • ••••�• E 114-2dx31bS.B.NE DREWW1FxusrMCON ptM7wGTX�ICRET�, WiGNUT@1200-0- SPAN SCHEDULE NOTES. TABLE T2 NOTES:HOLLOW BLOCK O100 CE ANCHOR MACHM SCREW @128'O C HOLLOWBLOCKORWOOD FRAMBSCHEDULE T3 FOR MAX WOODFRAMING C2 CONNBCTION 7YP8 1.ENTERSPIW 6CHEDULE WITH NEGATIVE DEBroN S.BNT1D28PAN SCHEDULE WTTH POSRNE�BIGN • i••INIMUM AL%,OWABLE STORM (SEEANCHOSPACING (T E SCHBDt)LEEET3 FOR MAX.ANCHOR LOADTOOEFEl�4R1E MAXIMUM ALLOWABLE STORM P DETERMINEOAD 70 ROM LASS f0 •• •• coief • • • $CD6EIULET3 PROTECTED.SCHEDULE IS REQUIRED FOR USE •••••• BASED ON TYPE PANEL SPAN.SCHEDULE IS ACCEPTABLE FOR USE BASED ON TYPE SPACING WrM PO$nM LOADS LESS THAN OR EQUAL TO • •• • ••.•• OF BTRUCTURE) OF STRUCTURE) NEGATNE DESIGN LOADS. WITH PQSnWELOADS ONLY. • • ' 2.INTERPOLAMN BETWEEN LOADS IS ZINYERPOLATM BETWEEN LOADS IS •• •• •• ••••• /!A BUILD OUT MOUNT SECTION WALL OUN'f SECTfQfiI ACCEPTABLE.oTHERWISE USE NEXT KOMLOAD, ACCEPTABLE.OTHERWISE UBENEXTHIGHERLOAD. N.T.S. N T B EXTERIOR •• •• • EXISTING WOOD TRUSSES WALL FINISH • @84'O.C.MAX • • •••••• FJgSTDHICi CONCRETE HOLLOW EXISTING CONCRETE HOLD TUBE M BOTTOM TRUSS : ; ••• • *0000: C1 CONNECTION TYPE SLOCKOR WOOD FRAMING. BLOCK OR WOOD FRAMI4ti CRi0RO3 W�3)114%2 EMBED • ', •.0 • • • ANCHORS TO BEA712 6" SCHEDULE) BA E D ON TY SCHEDULE (Z4"O.0 MAK)SCREW EACH TRUSS Q. ••Y7 i OR 6.26'O.C411VEREQCE BASED ON TYPE OF STRUCTURE) F ANCHOR SCHEDULE I T3 FOR MAX.$PACING}. D ro- to USE REMOVABLE 3 4'k1f2'xOaaS•MIN STEEL TUBE ANCHORS ONLY o REiERENCE ANCHOR SCHEDULE T3 MR MAX. "u"HEADER T40 ROURD STEELTUBE r#CeA1ZR tU SPACINGLAO(AS RIBEDABQVE)@TRUE W a ii 4-4$AW TO PLATE Q 6.O C-BETWEEN TRUSSES a °0[SnNG Pan SEPARATION pRol)U'-' REVISEDICROMMABS QgG uD 1 REO'DDEPARATM GLR NG W.TABLE 3 j as BuildingCod ;ih the Ftorids Coda ( o E70STGLAZM�3 a PROIUGLA68 3 1 tF AwleCND -! EXIST G (ISEF,TABLEr2) 1 a r a 7- kid De�21FROM FTGLASSAMWM } Z t� av op ON ALUM ORGALVBTEFI>N'AC6 F! Dir 1 s}' " ¢ 114-MSW S.S. Lp ■ N.T.S AS REQ'O. 'U 6 S0 MACHTN�& rM 10 ANCCONNECT= N BEA 1T 28"CR o L£t3 DIR a/ 826'O.C.($q'IEDULE 7, MAYBE TS FOR M1AXAPACING)•USE o IMMOVABLEANCHORSONLY , 1 1 I t H(X3AW� rim ,'. tln 1 " vm 06-0" WOODFRAMING 4qv�. F)WMG CONCRETE, 114-20 x SW SS. (SEE ANCHOR 80818 88 161HOLLOW BLOCK OR MACHINE SCREWS E SCHEDULE WOOD FRAMING @12.6'D.C. C4CONNFOTIDNTYPE BASED ON TYPE r� 7 101 8i. (SEEANCHOR 02 CONNECT=TYPe REFERENCEANCHOR OF STRUCTURE) OGSTIN .e6' a I=12-o" SCHEDULE REFE3 NCE ANCHOR SCHEOIRET3FORMNL d .'J.X34 �3 BASED ON TYPE SCHEDULE T3 FORMAX. SPACING m , )78A11�LM. LL=UDINSPRom IORWALL FINISH.,of BTRucruRe) BPacwG : f • ;. r�- "F"TRACK/DIRECT MOUNT SECTION -, CEILINGIFLOOR MOUNT SECTION MaSURFACE '� 1 f _,*}12-32 TV.T.S. N.T.G. OFFSET WAIL OUNT ECT! �_..-� - .: L NTB. r i e or 2015 � ► 3LOCKO WVOD `'�' '" I _I OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS OR EMBED BLOCKOR WOOD FRAMING. IS 11 roEEANCHORSCHEDIor- BABW ON TYPE OF STRUCTURE) o EXIST,NG CONCRETE HOLLOW ca CONNECTION TYPE BLOCK OR WOOD FRAMING. REFERENCEANCHOR PM ANCHOR SCHEDULE ;Z HEADER TRACK ISOME'T'RIC SCHEDULE T4 FOR MAX BASED ON TYPE OF STRUCTURE) q } a SPACING, TOPtRAGGN.rS int 5 CONNECTION TYPE (MMEQDWVWM a LEH REFERENCE ANCHOR814 SMS TO TRACK SCHEDULE T4 FOR MAX. SPACING CLIP LOCKS I i END PANEL 44++ FLUSH AGAINST TOP TRACK 17 R=D GLASS �+ 3EPAR.DIST (SEE TALO E MAX is T2 FOR MN.) p do M Iy EIOSTIAiG a TOP 91'TRACK OR Ed 1� GLAZING TOP•U•TRACK d F REQU GRASS SEPARDJST (FASTEN TO 4g EXISTING 0.W (SEETABLETZFORMIN•) t +tt STRUCTURE PER GLAZING 4L r SECTIONS TO LEFT) ' '2 z Uj OPTIONAL PLASTID:KNOB. /I� ol 3 j (I)HEADER END CAP (N EASE PANEL. In o" ' TO TRACK 4 SM8 �TO LEFT)AT MWPAN FOR USE Z J 1 Wr Q 14 EHANDLE ANDIM Z U e'6 SISTPLASTIC KNOBStG+1 DHO LOW BL �* 0628ONCREM • 0. � Z �V3 y WOOD FRAMING W Cm o SCHEDULE CONNECTION TYPE BOTTOM°ti°TRACK OR • REFERENCE ANCHORCY CONNECTION TYPE EFtFANOHI BOTTOM'U'TRACK(FASTEN TO • �. tett'"• •• •••••• BASED ON TYPE SCHEDULE T4 FOR MAX STRUCTURE PER • 'lj • OF STRUCTURE) SPACING SCHEDULE T4 FOR MAX � • �• • • SPACING o D6TAR3 M N 8 O TO LEFT) g: •• • • • •• -Jt � •••••• = 087$` 0 • •i•• of • • WALL MOUNT SECTION , CEILINGIFLOOR MOUNT SECTION in ••• m5, . • WAlLMOUNTTRACKB.N.T.3. NTS OPTK)NAL PLASTIC KNOB • • 60RtMxgxYgWMMG7peM•prtwal�Bl4 •• • • 990419 • • • •• • •• ••••• EXISTING CONCRETE.HOLLOW ad • •s •••••• EXISTWGCONCRETE.HOLLOW (SEED ON TIME E OF STRUCTURE) PENETRATION (SEERNCHOR SCHEOUG.E i s, •• FRAMM BASED ON TYPE OF STRUCTURE) OR EMBID BASED ON TYPE OF STRUCTURES SILL TRACK ISOMETRIC _e �,I •• • •••• CS CONNECTION TYPE BOTTOM TRACK.N.T S. • r' •••••• • • • • REFF]tENCE ANCHOR y LEG MAY IJE SENT SCHEDULE T4 FOR MAX ADIACENT d • • TO 30 deg MAIC t SPACING P LAST PANEL.MC NTSO CL I' !g. o "W HEADER FROM INSIDE OF BIDS � � Lu � a{ ~ Ul }00VFRACIE DETA0. ^� xa c) TYPICAL. ADJACENT � �) �. OVERIAP PANEL LU a `t$ IV ce CONN CHHOR AOt3 g o SCHM.T4 FOR MAX REM GLASS SPACING WARAIST { q E7CISTNG ttseeTABLe: V4-FOR MM$) ~ ui GLAZINGRECYDGLASS ¢ v SEPAPAW C► e �MAIC SOIT,IX S.S.STITCH } 0 OPTION A. 2 FOR MN.) E70STM iIC ESTABLE �d ELCO PAN�TES Ir EACH SIDE OF LAST EL t:O PANELMATES P GLAZING Z AT 80TTOM PAM AT BOTTOM OF O �Wp l• ADJACE TF PANEL ADJACENT PANEL ¢ CYC CONN TYPE uI Z -j Z7 N REFANCHOR SC ED. L a T4 FOR MAXSPAC IND CV O 2 xr MAX NOTCH N CALK-INC OOSSMTO� )1))t!I I l I LAST PANELAROUPIO WNGNUT !/ EXIHSTN W BL COM OMRTE. j PANEL(NO NOTCH` \� I pl�l� 7 Wo=wPRAMLNG ••'.•'• G ,e (WE . . Q DIRECT WALL MOUNT EXTERIOR ELEVATION �.5�� '' r��•s� �I,�,� BASED ON TYPE FABT ASTEN EACH �+ B(mDwIREpwTS.M 1fMG WAW, PE. ' asp LEG MAY BE SENT OF STRUCTURE) PANEL @ BOTTOM W M ELW PANELMAIM :F W %l399w no-N. TO SO deg MAX 8(1)P CALK-W.ALTF.RNATPI&Y. MOLIUCr K,I VMM 983 y { USE(3)PANEL.MATEsAND NOTCH BorDM a t,Luvtyk g with the FwLd's � ;� CAitt,�t8877 CORNERS OF LAW PANEL.TO FIT OVER ��Ctxle _ , 100Y J9-078 NNERM08T ANCHORS Acceptsate No G b .,o b (� 1 ne DIRECT WALL MOUNT SECTION � �� P ,�iD12-32 HEADERJSILL MOUNT SECTIONBOrTUMDIREcr WALL MDLNr `./ ' �c �+ TRAP MOUNT TRACKS ON ANGLE,N,Ts. WoEtaL3}N r s BY f •t C� �'�� •..� - �\ S 6F 4 JUN 0 ' ANCHOR SPACING SCHEDULE rANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE 100M MOUNT PMNEL&WALL MOUNTS POM AEOEA.FF'PANELS.TRAP MMMD• Li S 25'EDGE DISTANCE 25"EDGE DISTANCE 2.0 EDGE DISTANCE , 1: PANS UP TO 5.508 SPANS UP TO 8.67ft SPANS UP TO 10.67fl SPANS UP TO SPANS Up TO 1~ SPANS UP TO SPANS Up TO ; N ANCHOR )-OAC? CONN TYPE CONN TYPE CONN TYPE ANCHOR LOAD S.SOft 8. ANCHOR LOAD 55 SAM 0 Q F- (Psf) (psi CONN TYPE CS N TVP$ Q� (W CONN TYPE CONN TYPE C ; fil Vi C1 C2 C3 C4 C1 C2 C3 04 C1 C2 C3 C4 9 C7 C8 CT ca 114°x1-314"EMBED 39 12.6"160 i6.0`16.0° 125°18A°16.0"18.0' 125'16.0°11.9°13.5' 114"x1714•EMBED 39 16.0" 16.0" 16,0' 16.0` 1/4'X144"EMBED 39 16.0" 15.3' 13.8' e.P ELCO TAPCON 49 125*18.0"16.0164* 125'18.01 11.6"13.3" 92.5"16.0" 8.4.10,7' ELCO TAPCON 45 18A" 16.0" 19.4' 164" ELCO TAPCON0"45 16132" 11.8 8.4• (MIN 3320 PSI CONC) 59 12-5"l 6.0"18,01164* 12.5'164" 8.9°11.9° 1211"160 8.010.3" (REIN 332OPSI CONC) 65 16.0' 16.01 7.5" 16.0" (MIN 3320PSI CONC) 55 15.2" 1o8" 9.6" 6.91 +' Tcap(lb)-483.00 72 12.5'18.0°13.0 14.3" 12-T 180 8.010.3" 12.5`16.fr 8.0"10.3" TaWb)=483.00 65 14.2° 16.0" 6.(r 16.0" Tcap0b)=386.40 65 129" 9.2" 8.5 60 � Vcap(lb)=475.00 1W 12.6"16.0'8.0' 10.3 12.5.16.0" 8.0"10.3" 12.5"1611' 8.010,3" Vca4b)=475.00 72 91.0* 16.0° 6.0 i6.0 Vcap(lb)a 380.00 72 11.$` 8.3 8.5 8.0' ®rl.- 114"x17(8'EMBED 39 125'16.(r 16.0°16.0 12,5°16A"15.2'13.0" 125"16.0"90.6"12.1* 114"x1 718°EMBED 39 16.0' 18.0 14.8° 164" W 114'x9-718"EMBED 39 16(' 16.0° 95 Y 10.8' ALT:POINTS SOLID-S1=1' 49 12.5"16.00 16.716. 125'16.010.2"19.8" 125" 0S'16. 7. 9.3" � ALL-POINTS SOLID-SET 45 16,0' 16.0" 10.1' 16.0" � AU.-POINTS SOLD-SET 45 16.0 14.7' 132, 9.3 LEAD SHIELD ANCHOR 58 12.5"16.0'16.0'16.0 12.5.16.0 70 9.9` 12.5"16.0. 7.1. 9.2" LEAD SHIELD ANCHOR 56 16.0 16.0 6.6" 16.0" LEAD SHIELD ANCHOR ' 58 16.0 12.0 10.8' 7.6' Tcap(1b)=428 72 12.5"16.0.11.5"92.E 12.5.16.0 7.1" 9.2' 12.5`16.0 71" 9.2" Tcappb)=428.00 65 12.6° 16.01 5.316.0° Tc2tp0b)=428.00 65 14.4" 102" 9 5' 6.7' 5.3" M 10 q Vrappb)=429 130 125'16.0" 7.1` 9Z" 12.5.16.0" 7.1• 9.2" 125'18.0. 7.1' 9.2' Vcappb)=429.00 72 9,8" 18.0" 5,3° 1$.0" VcaP(Ib)=429,00 72 130" 9Z° 9 5 6.7' V m 6 12 114'xi-r EMBED 39 12.5"16.0"16.0`160 125"18.013.3"18.7" 12.5"16.0" 9Z 12.8' 114"X9-2'EMBED 39 16.0" 16.0 12.9' 16.0" 1/4 xi-2'EMBED 39 t6.0 11.6" 10.3° 7.4' 'Z W s1`- * ELCO PANELMATE 49 12.5"116.0"160160 12.5.16.0 8.9"114° 125"16.0" 6.5' 9.9' ELCO PANELMATE 45 16.0" 18.0 8.8' 184" ELCO PANELMATF- 45 44.1' 10.1* 8.9' 6.4° (MON 336D PSI CONIC) 58 12.5`16.0*14.9°16.0" 125'16.0 6.9'10.4 12X 16;0" 6.2" 9.5 (MIN 3350 PSI CONC) 38 16,0 16.0" 5.8' 164" (MIN 3350 PSI CONC) * 85 lie 8Z" 7.3" 521 {}Z Tcap(lb)=372.00 72 12.5`10.0"10.0"13.3' 12.5"16.0 8.2" 9.6 12.5°16.0" 6.2" 9.6" Tc:ap(b)=372.00 65 110 16.0" 4.6" 16.0" Tcap0b)m 2&7.60 65 9,7" 7.0 6.4' 4.6` Z - Vcap(lb)=565.00 130 125"16.0° 6Z• 9.8' 112.5'16.0" 6Z° 9.8" 12r 16.0 6x 9.8" Vcappb)=56600 72 S.5" 18.0 4.6" 16.0" Vcap(Ib)=262.50 72 8.8" 6.3' 6.4' 4.8° W Z W0 414'x1-914°EMBED 39 100'128"12.8"12.6" 90.012.4" 82° 7.9" 10.010.0" 4.r 6-T 114'x1-114"W13ED 39 928* 42.0 64' 124" 114"x1-114"EMBED 39 10.0 6.5 6.4' 4.1. 4) co ELCO TAPCON 49 10.012.8.10.1*10.0 b,0 9.5 4,2" $.1" 5.0 6.0. 3A0 4V (� Ix CO TAPCON 49 12.8' 128° 4.1° 10.7* ELCO TAPCON 49 8.E 6.8 55° 3.8` Z � 58 100'428' 69" 8.4" 50 83' 3.2. SX 5.0 7.P 4,8° 56 8.8' 12.8" 8.8" 58 TV 4.6" 4X 3 Z Q� m Temp(b)-218.00 72 104-°10.W 4.P 6.6" S.iP 7.7" 4.8' S.0° 7.7' 4.8" TeagM)=218.00 72 5.1" 11.61 7.7" Tcap(lb)-174.00 72 6.0 3.9" 4.01 W -*4 t*�� • Vcap(Ib)-398dm 130 5.0* 7.E 4.8' S 0 7.7' 4.8" 5.0' 7.E 4.8" V� a" • �• -*4 •••• • '•. O p{ib) 398.00 130 4.0" 10.5" 7.E Vcw*b)=318.00 130 5.4 3.6° 4.0' • /4*xi-7ff BASED 39 10.012.8*12,8"12.8' 10.0"12,8'10.1" 8Z• 10.0128" 7.0 6.6' l4°x9-718 EMI3£D 39 92.81 12.8° 9 9° 128" � 114°x1-718°EMBED � 12 8" 9.8' 8 3" ®Z' •(,� Q • ALL-POINTS SOUDSE T 49 10.0°128°122"10.4* 900'128' 6-r 8.5' 10.0128" 4Z 32' 0 ALL-POINTS SOLID-SET 49 12.8` 12.8° 8.8' 12,8° m ALL-POINTS SOLID-SET 49 11.3" S.S. 7 2° 5.4 • • •• vii • ••••i s i LEAD SHIELD ANCHOR * 58 10.012 8"11.4 8 8' 10.0128° 5 35' 10.012.E 4.E 5 i° U SHIELD ANCHOR b8 5181 72.8° 4.4° 12.8" Z LEAD SHIELD ANCHOR * 58 9.3 8.9" 5.9' 4.4" 0 Trap(b)=358 72 10.0128' 7.6" 7.0 10.0'12.7° 4.E 5.1" 10.012.E 4.E 5.9° Tcap0b)=358.00 72 8.4' 12.8" 3.5' 12.7' Tcap(I5)=358.00 72 7.9• S.9" 5Z` 3.9' • •••• 0 i••••i ; $ Vcap(tb)=249 130 10.0"12.r 4.P 5.1' 10.012.E 4.E 5.1` 10.012.E 4.7' 6.1" Vcap(lb)=249.00 130 6.b" 12.8° 3.5 12.7" Vcap(Ib)=249.00 130 7.1' 3.3" 5Z` 3.0" • •a• ' t • O 114°x1.114'EMBED 39 10.012.8"128' 9.P 50.0 91.6' 5.8. 6.1" 5.0 9.4" 4.0 4.9' i/4*xl-114'EMBED 39 123 128* 3.8` 11.8' � 1l4"x9.114'EMBED 39 8.9" 6.4" 5.8' 4.0 ••••• ELCO PANELMATE 49 10.012.8" 9.5 77' 5.0 9.2' Wr 4.6" 5A" 7.5"13,9, : CO PANELMATE 49 128" 12.8' 3,8" 10.0" ELCO PANELMATE 49 7.P 5.5 4.9" 3.$"38 10.012.3' 65" 6A` SA" 78' 30' 4.0' S0° 72' 3.E _ •58 82' 128" f I "! 82" . " •• 0000• S8 63' 4.4 4.0" • • •Tcappb)=2D4.75 72 5.0 9.9' 4.4' SZ' 5.0 TZ• 3.E 6.0" 7Z" 3.E Tcap(b)-204.75 72 4.81 10.9" 7Z" cap(9►)-209.50 72 5.3" 3.8" 3.5" • • •• ••••••VCappb)=233.50 130 5.0 7Z' 3.7° 5.0" 7.2° 3.E 50' 7.2" 3.E Vcappb)=233.50 130 3.7' 9.7 72" Vcap(lb)=198.50 ISO 4.8" 3.4" 3.5° :4� • •• • U 0.00•• • • • • : 0.75'EDGE DISTANCE • R� •s•••• € 0 75'WGE DISTANCE 0.75'EDGE DISTANCE ] • • • • } 1!4"x 2"THREAD 125°184"180° ?X 12.5'16r`122" 40 125"18.0' B. 39` 114'x 2'THREAD 39 16.0' 16.0' 12.4° 16,0 114'x 2"THREAD 39 7,5" 6.5` 4.8• 4.2" IL --I •• i PENEI'R.LAG SCREW 49 12.5"16,0164" 8.0 128"164` 8.6" 3.8' 12.5"18.0 S.3 3.1° a. A PENT=TR.I.AG SCREW 45 96.0 16.0' 8.5' 16.0` PENETRLAG SC�Vrf 45 6.5" 5.E 4.1° 58 125'16.0"14A* 5.1" 12.5"16Ar 6.6' 3.2' 12.5"164. 6.0 0- 55 16.0 460" 5.$16.0' 56 53' 46' 34` d a Tcop(Ib)=359,53 72 12 5 98.0' 9.6" 4.1" 12.5"46 0 6A' 12.516.0 fi.0 T-ppb)=.'159.63 85 1.0.6" 16.01 4.4' 16.0' Tcap0b)=35$.53 65 4.5° 3.9' >n "' Vcap(lb)=82.97 130 12-V 16.00 6.0 12.5"16.0" 8.0' 125'16.0' S.0 Vcap(Ib)a 8191 72 $.2* 16.0" 4.4' 16.0' Vrap0b)=8297 72 4.1' 3.5" 4 #l4 x 1-112"TWREAD 39 12-W 16.0"16.0' 7.T 125°18.0" 83' 4Z 12 5°13M 54" 3.9° #14 x i-Ur THREAD 39 t6,D" 16.0' 8.1° 18.01 6'14 x 9-U2'THREAD 39 7.7' 6.2" 4.9' 3.9" p PENETRWOOD SCREW 49 12.5'16Z 136° 6.1' 12.W 132° 5 8' 30 825"10.7" 4.1' 3.1" O PENETR WOOD SCREW 45 16.0 16 0' S 5 14.4" PENETR WOOD SCREW 46 8 6' S 4" 4 2" 3A° W 58 12b"16.0 92" S.Y 625"11Z 4-T 32" 623°10.4' 3.9' $ 55 11.8' 16.0° 3.81 11.8" 66 5.4" 4.4" 3,4' H O Tcap(lb)_ 72 12.5142." 6 3° 4.1• 825°50.4 3 9" 62510.4. 3.13 TcePP)m 234 65 ra9' 137' 10A" $ TcapOb)=234AD 65 4.61 3.E 3 0' z Vcapgb)=96.74 130 $25'10.4' 3 8' 6.2510.4` 3 9" 625 10.4. 391 VcaPOb}=98.74 72 5 3' 14 2" 10.01 Viceppb)•96.74 72 4.1" 3.3' 3 0` n O 7P15 x SW EMBED 39 12.5'1$.016.013.0" 12.5"16.01 8.3 8.1. 12S 13.4° 5.7. 6.6' 7115"x b18°EMBED 39 16.0 Is& 8.0" 96.0 7116"x 318"EMBED 39 13,0 OX 8.21 Sr � BRASS BUSHING& 49 12.516.013.6"10.3" 42.5.13.1` S.S` &4" 6.25.10.8' 4.0 S,2" BRASS BUSHING& 45 18.0 16.0 5.5° 14.2" BRASS BUSHING& 45 912" 84' 7.1" 6.1' � Q 114,20 SCREW 88 125"16.0 92" 8.E 625°11.1° 4Z SA* 6?S'14 3' 3.8" S.0° 114-20 SCREW 55 11.7` 16.0" 3.6' 91.7• 114- SCREW 55 ox as, 5.8' 4.1" Tcap(b)=23150 72 12.5'14.T SZ" 8.9" S,25"10.3 24" 5.0" 6.25'90.3' 3Ar 5.0 Tcappb)=231.50 85 8.8' 15.$° 10.3' Tcap0b)=231.50 65 7,8" 5.5" 5.1" 3.P < ! VCapOb) 832.50 130 625'10 3 3 8" b t3" 625143' 3 8" 5.0 625'10 3 3.8" 5.0' Vaap(81)=232.30 72 SX 14.0" 10.3' Vcap(lb)=232.50 72 7.0 5.0 51' 3 E (9 a t ANCHOR NOTES: I.SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM PANEL. N I SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE(TABLE'Tn i�111 11 1 I fill j Z ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL.&ANCHOR TYPE.SELECT DESIGN LOAD 6.WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING.FASTENER SHAD-BE LOCATED IN CENTER OF 0 WA 1 !/• GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO NOMINAL 2"x 4"(MIN)WOOD STUD(3/4°EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL BE SHUTTER SPAN. SOUTHERN PINE,G=0.55 OR GREATER DENSITY.LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. \ 3.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEETS 2 � '� IGEN S� am ae-o2-io V.*DESIGNATED REMOVABLE ANCHORS,WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. &3 FOR IDENTIFICATION OF CONNECTION TYPE) S.MACHINE SCREWS.SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE YIPING WANG P.E t xa1FJ3 I 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EITHER A PAN HEAD,TRUSS HEAD.OR WAFER HEAD(SIDEWALK BOLTS :FLORIw0.ii S TION 5.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT 9.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WAIL FINISHES MODUC{ *t�EVISM � FL #55,,55983 BUIL aL i0. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS t np1}utg 1V11 CAN.'=677 !acv 32-OV3 tE7lB ACCEP'T'ABLE ONLY FOR SIDE CLOSURE PIECES. �� t7� &00m Dee f�, Cn1U� ` P12-32 By M Cc50trt5F �j. ......j 4 OF 4 JUN 0 212015 �