Loading...
WS-12-1348Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176619 Permit Number: WS -7 -12 -1348 Scheduled Inspection Date: August 02, 2012 Inspector: Bruhn, Norman Owner: DANLUCK, CONNIE Job Address: 1515 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA STORM PANELS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320320120 Phone: (305)685 -9000 Building Department Comments Change four windows and two doors. Passed Failed 45.;,1 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 176146. Windows ok. Doors missing all anchors. NB August 02, 2012 For Inspections please call: (305)762 -4949 Page 14 of 20 1.16.1L 0e Au-5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 k BUILDING Permit No. tit S-1 Z- ` t 3'445 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 1.5/5 /i . E /(2 4 5fi , City: Miami Shores County: Miami Dade Zip: 03 /3- a Folio/Parcel#: Is the Building HistorlcaUy. Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): «570 4: 6/.41 Phone#i, Address: 1_5/ 5 xi- e. / e 4 .5 City: A- /mot / He e io 6_1 State: /0 A zip: 3 3 / 3i Tenant/Lessee Name: l A Email. CONTRACTOR: Company Name: fZ of/ ,0 —ITO /�' P 4 i) CC. Phone#: �� �� If Address: /44 75 A) (' 2-6 E _ City: O .PA- t 0 cot A State: 0 R /DA Zip: 33 c7.5-4‘ Qualifier Name: 61,_) & ` e 0 / LL A Phone#: (3.0.r) 61 4( aezo State Certification or Registration #: SC C. /3 /I-5034 0 Certificate of Competency #: Contact Phone 30.i) 61J 9 0-0 • Email Address: DESIGNER: Architect/Engineer: L- F-A R 00 Q. Co ;c .P ® (24 -mod 0 ,,-) Phone#: � 0.f') 26 17C ce/co Square/Linear Footage of Work: /00 Phone#: • iSlififiVrVitgoik0 ONew 1ZIRepair/Replace ot) -:0+.,L) Color thru tile: *+i,******* ** *** ** * ** x*** **,x*****+x*******F * * * ** st**** ***, ** * * ******* *******,t'* **** *** *** Submittal Fee $ 5.0 OL9 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ PAiv Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ [ -221 ° Bonding Company's Name (if applicable) /(' A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subjlpt to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec 'o seven (7) days after the building permit is issued In the absence h /poie, notice, the inspection will not ' « roved and a ection fee will be charged. The f. day o wh<,is 1 NOTA Signature wner or Age, Contras` instrument was acAAkn\\ow,` edged 1,s\ore me this _ The foregoing instrument was acknowledged before me this /7 c�i2 day of To , 20 by fr who i� kno Aamame or who has produced as identification and who did take an oath. NOTARY PUBLIC: 20 jam, by Z onall known to me or who has produced As identification and who did take an oath. Sign: Print: r My Commission JEANETTE ALICEA Aires: NOTARY PUBLIC- STATE OF FLORIDA COMMISSION # EE174808 EXPIRES 414/2016 BONDED THRU 1. 888- NOTARY1 **** *********************+li** RBA+ kW *****+ k***********+ k*******Ha*+k+R********4*R ***d *+ k******** **+k*+U ************ ***** APPROVED BY �i// 77J `5, i' a - Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) 621038 -9 sUL$E VOD ANELS INC 14475 NW 26 AVE 33054 OPA LOCKA THIS IS NOT A BILL - DO NOT PAY RENEWAL musk RIDA STORM PANELS INC BUILDING CONTRACTOR seciT r SPEa TY THIS IS GNU A LOCAL ROSINESS TAX RECEIPT. UT DOES NOT PERMIT THE HOLDER TO VIOLATE ART EN SITKK1 REGULATORY ON ZOOMS 1 WS OF THE COUNPr OR CLUES. NOR TOES iT PR EMPT TIE NOLCBR FROM A'15 OTHER PERMIT GEE LICENSE REQUIRED ST LAW. THIS 1S NOT A CE117'.ACA79ON GP ON EIC DEWS Qva a- PAT.IIENTREC1VE0 MIAMNO 0 C0UNfV nu COLLECTOR: 07/27/2011 60010000418 000045.00 SEE OTHER SIDE FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 STATe112'1150340 647498-5 � WORKER /S 5 DO NOT FORWARD FLORIDA STORM PANELS INC VICTOR CRUZ PRES 14475 NW 26 AVE OPA LOCKA FL 33054 111111 61111111 F11111111 1111111111 1 ?MU II1i EIM')113411 BATCHNUMBER r % bs :e I2 /LZ /L0 11 L58990E S13NVd WNOlS VQI Old 07/27/2012 08:54 3056857511 FLORIDA STORM PANELS PAGE 02 tm� ACDRP,. CERTIFICATE OF LIABILITY DATE .IABILITY INSURANCE o.T /as/DANY' PRODUCER (305) 270 -1424 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Pan Am Assurance Agency, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 9100 Sunset Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Miami INSURED >;"Z,ORIA,A STORM PANELS , XNC 14475 NW 26TH AVENUE k'L 33173 -3433 FL 33054- INSURERS AFFORDING COVERAGE INSURER At NORM POINT'E INSURANCE CO INSURER 8: 3RIDGH7•IEID INSURANCE CO INSURER C: INSURER D: INSURER E: OPA- -T..00KA COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE FOLIC REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS C THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLU AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR ADGI. poWCY EMOTIVE. POLICY EXPIRATION LTR 1NSR9 'TYPE OF INSURANCE POLICY NUMBER DATE (MUMMY) DATE (MM1DD, A GENERAL LIABILITY / / / / R COMMERCIAL GENE8AALLIABILITY CLAIMS MADE 1151 OCCUR GEM AGGREGATE LIMIT APPLIES PER: I POLICY JEC I I LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY ANY AUTO 2094121137 11/12/2011 11/12/2012 EXCESS/UMBRELLA L ABILITY I OCCUR CLAIMS MADE DEOUCTISLE MENTION S / / / / / / / / / / / / / / / / / / / / / / / / B EMPLOYERS' LIABILITY AND E ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? If yes, Cescl bo under SPECIAL PROVISIONS berm? OTHER 030-14374 04/01/2012 04/01/207.3 t f / 1 ! t / / / / / / DESCRIPTION OF OPERATIONS /LOCATIONSIVEHICLES/IXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CERTIFICATE HOLDER ( ) Miami Shores Village 10050 NZ 2 Avenue (305) 756 -8972 Miami Shores FL 33138- ACORO 25 (2001108) 1!iQ,M INS025 (0108),08 NAIC # Y PERIOD INDICATED, NOTWITHSTANDING ANY ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, 310NS AND CONDITIONS OF SUCH POLICIES, LIMITS EAGH OCCURRENCE $ 1,000,000 D PRAi LES1EREc NTrre 1 p) $ 100,000 KO EXP (Any one person) . $ _ 5,000 PERSONAL & ADV INJURY 8 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS•COMP/OPAGG $ COMBINED SINGLE LIMIT (Ea =Went) t) BODILY INJURY (Par Fennel BODILY INJURY (Per =Went} $ PROPERTY DAMAGE (Par accident) a ._._. At1TD ONLY • EA AOCID£NT' 8 • OTHER THAN EA ACC $ AUTO ONLY: AGO $ F•ACH OCCU RENCE $ ., AGGREGATE $ S $ I��.. pp�TUU�� r I 7�}. TOiY�LIMfiS7xi9r I;,L EACH ACCIDENT . $ 1,000,000 EL DISEASE -EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LRNIT $ 1,000,000 CANCELLATION SHOULD ANY EXPIRATION DAYS FAILURE TO IN8UR41, ITS THE ABOVE DE$CRIEED POLICIES BE CANCELLED BEFORE THE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ITTEN NOTICE 70 THE CERT1HOATE HOLDER NAMED TO THE LEFT, BUT SHALL. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE OR REPRESENTATIVES. AUTOO NTAT1VE ELECTRONIC LASER FORMS, INC, - (800 tDACORD CORPORATION 198 Page lot � ' 1 NOTICE OF PRODUCT CERTIFICATION Company: JELD -WEN Exterior Doors 3737 Lakeport Boulevard Kiamatb Falls, OR 97601 Certification NO.: r,1011082 Certification Date: 05/01/2012 Expiration Date: 68t3it2A15 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this documen he cent label represents product conformity to the applicable specification and that all certification criteria bas been satisfied. This product has been a roved -for !Mtn NAMI's Certified Product Listing at www.Namicerti>fication.com. NAMI's Certification Program is accredited by The American National Standard§ tt Rote( Configuration Single Inswing or Outswing O/S Glazed or Opaque Opaque Maximum Size Design Pressure PoslNeg 3'2"x6'10 " sr +66/70 k Single w/Sidelite oxo Single w /Sidelites /S Door- Opaque Sidelite- Glazed +66/ --70 Water Test Pressure XX Doubled—■ Jli ❑ OXXO Double w /Side es o1s Door- Opaque Sidelites- Glazed oorS- 5'a ue how ViIlag @ oors- Opaque BY • red i�eies- aze DATE 5'10" x 6'10" 6'3" x 6'1Q" 10.0 psf Missile Impact Rated 10.0 psf Door -Yes Sidelite -No +66/ -70 10.0 psf +57/ -57 8.55 psf Door -Yes Sidelites -No Doors -Yes Test Report Number Comments 8'11 "x6'10" +57/ -57 8.55 psf Door -Yes Sidelites-No CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: S -2104 (1-8) CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8) CTLA -696W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2I04 (1-8) CTLA -696W Max Panel Size: 3'0" x 6'8" Installation Details: 8-2104 '1-8 CTLA -6 W Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-21040-10 tatio & /nag,meot Institute, inc./4794 George Washington Memorial Highway/Hayes, VA Tel: (804) 684- 5124/Fax: (804) 684 -5122 1CMPLIANCE WITH ALL FED RAL JC I1 rf RULES AND REGULATIONS NAMI AUTHORIZED SIGNATURE: JELDIVEN® Steel ENERGY SAVER/CONTOUR 6t e WOOD EDGE OPAQUE S7EE1 OUTS MZYG IMPACT DOOR UNITS IWTH 6 WITHOUT SIDELRES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WfM THE CURRENT FLORIDA BUE0566 CODE MD HIGH VELOCITY HURldf)6 2066 'H 12 66IRX0MENIS. 2. WOOD MJ(KJ(S Br 0166R3. KIST LE ANCHORED PROPERLY -TO TRANSFER LOADS TO THE SIRUCIURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE INTERIM. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE I ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEM THE WATER RE0UIREMENTS 6OR "M912• ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND 00 NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MANI -DADE APPROVED IMPACT RESISTANT SNUTIERS ARE REQUIRED FOR SIDEUTES & MURES ARE AN 06110N AND CAN SE USED IN A SINGLE OR DOUBLE CONFIGURATION. RES&DENTIALINSULATED STEEL 00OR(Cataoona all barreownl 5J \` COMPONENT2ONSTRUCTBONS: Face sheets: 24 ga. (0.0201 minimum thickness, Galvanized Steel A -525 cu,.•.w,aall quality - A EI0 per AVM 620 with average minimum yield strength Fy(ove.) =24.600 psi. Core dasian: Expanded polystyrene with 1.0 to 1.25 0s. /cf dens1y. by JELD -WEN. INC. Dee Pore) Construction: The active and inactive panels are constructed from 240.4 (0. 020" men.) galvanized steel The face sheet tops and bottoms bent 90' over The top and bottom rails. The top 161. rmil measures 1.6r wide x 1.042 high. the steel bottom mil is roll famed 0.021' steel measuring 1.6r wide x 111• high The sides of the face sheet roll famed onto the LVL latch stile and Ponderosa Pine surge stile measure 1.67' x 1.0 ". The interior cavity is tided eh polystyrene. The face sleets we glued to the polystyrene. Fined Lite Cone.: The sash is constructed from 2406 (0.020• min.) steel The edges of the face sheet are bad 90' over the polystyrene and glued to I. The sldei1e parcels are routed to receive the 001. Lip Frames or the optimal Tredty Light Frames. (See sheet 7 for glazing details.) The Ste frames ore sealed w/ 05D glazing compound on the exterior. From Construction: The frames ace constructed from Pondenno Pine jambs measuring 1.25 wide x 4. 5625' deep. The door and seo6te head jambs are mortised and butt joined to the ode jambs and attached with (3) 16GA.. 2• x 7/16' mown wire staples. The units use a standard bump face PemW tlme*0old measure's 4.041' deep x 1.0' high. The threshold is attached to the frame with (3) 1606 2" x 7/16• crown wire staples. TABLE OF =BENTS SHT{ DESCRIPTION GENERAL NOTES AND 121664L ELEVATIONS 2 VERTICAL CROSS SECTORS AND B01 OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL GROSS SECTIONS AND NOTES 5 ANCHOR= W64/10h5 AND DETAILS 6 slalom LOCAIONS AD DETAILS 7 GIAZNG DETAIS \ 8 UNIT COMPUNENIS J .875• TIP. 74.5' MAX. OA FRAME NOM 125" 36.625 MAX. 0A PWE WIDTH 3C MA f OA -1W /ASTRAGAL PIXEL 9417111 ®® ®® INACTIVE ACTIVE v 4=s v v 80' MAX 0A PANEL HOGHT 0 81.25' MAX OA FRAME HEXANE .75. 80" MAX 0A AVE Kau 15.5" MAX. OA SIDELBE FRAME WIDTH l4• MAX 0A PANEL WIDTH 6• MAIL 0A 0.L0. 1 61125• 141X. 0A 010. WIGHT 0.75' 5240LE 00150NG 9/PACT UNIT (0X01 W/ NEW- IMPACT SULIESATZOinklateltla A75. 1YP. 10r MAX 0A FRAME WIDTH .t2rr .75" MULL MIX X OA BAR IMP. P4616 WIDTH - 36• MAX. OA WASTRAGAL PAWL *MI 15.5• MAX OA SDELOE FRAME WIDTH 14" MAX 0A PANEL WIDTH 6• MAX 0A D10. WIDTH 61125• MAX OA 0.10. HEMH T 0.625• 00120 r TEL SW91 WALT 110E (DOs0) W/ Add -NpACI 50EL1IE5 Vl68IE0 FRtmt FXIERDR 1401 •114114. 1.11 , ai.si. 7:..1 OESGN PRESAGE RATING- 18431E:* 1R NL1&➢OV BLOUROIENT E MD SINGLE DOOR UYT (X IL 70. Oz0) Ti/O0 NOM -MPICr SMi1JO5 +66 PM -70 ref Kw axe WT pot 00(!O0.am) IT/WO NON-LPAC1 SOf11115 +57Pst-APst IDitally signed by Hennes F Norero. aasore I am approving this document a 162012.05.011751:35-04' 0 Prepared 13y: Ite wen "Hri t..41 29374 4 BU0DM40 DROPS. TUC. Phone: 407- 644 -6957 Fmc 407- 644 -2396 Sn6er 1 of 8 /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: 5SS 8 • ) Date: 05/01/2012 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50" 1,9..- 3.00" TVP. 3.00: TYP."- 6 TYP. 5 SPACES 13.85" r- .7;" 1.1; 00" T}P. 7 .00" TYP, :3.41" TOP. -- 0 ,..;o" TrP. 1•1 rrp. 1 1 11 1 111 111 1 1 11 11 1 1 1 I I 300" 3.00" TYR...-. 3.00" TYP,-.- 7.00' 300. TYP. 7.00" 100, f, !, - ■;.53" 1 9.00" 10.00 " TY6 : ! 6 TYP. Tff 1 ri 1 1 5 STAGES :1 1.335" A _.1 6.00" r---9.00" ,q).. 7P. 6- 1,-3.00" TYP.T 1 6 TYP. i 1 111 111 1_ 5 SPACES 13.85" .00" TYP. 7.00" TYP. 12, 25" TYP. Norero, P.E. ride No. 73778 Page 5 of 5 1.9117138•179 'Hd IOW 110 t77Vd 'ail'18 1.110d3NYI 161e 'OM $1114-�1r SIVI8310 40 T118 OW SN01.1035 SS083 IOWA 3n0 Exam) ram : WIEWSSV ei tc"1" an30isixd7fi-N0N .U1OPLUM WM ,o-,6 0.1 dn 8000 10Vdiil ONAISLOO 1113LS 3/10Yd0 3003 000M :13(400ad INII1HNIN! NIOIN .1 INgNNNNIIINI§NONII!IONN 1 III1N1NNN 00OR STEEL FACE SHEET 24GA (0 I b 11 11 1 FRAME LATaf JAMB (FINGER JOINTED POKIEROS4 PINE) 4' x 4' BUTT HINGE 12ao. (BY HAGER) - -- -_ —_ -- _ _— 1 1 1 1 L a IOUT51YMG PEIIXO BUMP FACE THRE9IOLD BIMD TRIM MIL 16G4. X 1' (FOR MWIION CAP) 1 14gF1 liggl ilifig 1 111 Di i 3/16' ITW TAPCON ANCHOR W/ 1 1/4- MIN. EMBED. EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. /cf DENSITY) BY JEW—WEN 1 c! SHM ( 025' MAX. THK. HIGH OENSOY PLASTIC OR GREAIER) IfIAKSET 400 SERIES KN08 KWIKSET DTAN 700 SERIES DEADBEAT (NOT SHOWN) 18 x 1 1/2` PLISI REW (0M. UTE FRAME) I- ill "iiiiiiliki i 1 &?ia 11 -'4°1 1 I . N 1 i (NMOHS ION) 09E8% r10801,30 IS.V 13S 80011 WOWS i=EL1E STEEL FACE SHEET 24G4 (a020• {ON. S1EE1) 1/8• TEMPERED GLASS (BY PPG) 001. UTE FRAME SG (SPARIECH POLYGON PP5530 013) PRESSURE TREATED MULLION BAR (3/4" x 4 9/16 x 81 114') N.ULONUM EXTRUDD ASTRAGAL (BY IMPERIAL) ASTRAGAL STRIKE PLATE (BY IMPERIAL) 1 I l!'l n-N i 1 1 1 UTE FRAME BY TRIAOIY FOR 1/2` LG.U. 1/2' INSULATED TERMED GLASS (BY 1RIAN1Y /AL/PAG) ill 1,4 !iii Nt_Ng. I Z 01 11 el—,,,-,4.7,,.,-....e:=:',7>tre^ree,gigIRA4MR51;,PR; giAgg?':: V ; 4.4'4WeS3-7)M2 h! t90E'i8B't69 'Hd i66L6 &O'S71Cd H1Y WDt 'QA7a 1llod3Nd1 LELE '3Ni `NaM-Ol3r SNOI1O3S S5083 1YINOZIHOH AO 310 Nrl NOO;M3a 102,3H30 Hr1 NO/SION 1983 a8 :A19WISSY ao laYd Nat SlinalS13YdfI -NON .UIOHIIM IP HEN! rrr x ,0 -,6 01 do Nooa 13YYd91I VII' 0NIMS1110 1331S 3nOYd0 3903 000M ,10n00ad 302Ld 3111 ALN101 0300Y 3H1 13311 01 994 0I0Z 3H1 133N 01 MOH zi /lo /So 991 rOOz 031i100n zo /sr0 /0,/ /90 zo z/I £0/ Ia v e 3 0 3 a vi vi 0 U o om 1 z NLJ o? xx Ng tg 0 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: 5-55g. Date: 05/01/2012 Report No: 2035 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type-installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S -2104) for anchor spacing and more details of the installation requirements. Desiglt-Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Positive 57 PSF* Positive Cutswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 d� �� BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: i 5SS $ .1 Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # T5T1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 1.94E7.88169 'Hd 109[9 '8O'S11 id HA MM VANE 1ii0d3HIf7Lea 'OM 'N3/4-073r S31ON ONv SNOI103S SSONO 7YINOZI210H :A78YV3S5Y 110 1HYd 40 SNOISIAM 31Y0 4r1 Nomn321 71413N30 Hrl NOISIA311 7VION39 zo/al /co 80/90/90 ZNI Maid 3111 ANNSL 0300Y S311130613Yd1I—N0N 1f10H11M * 4115 .0 -,6 01 do N000 .LOYdfI ONIMS1f10 73315 3110Yd0 30W 00 384 40 08 341 1331 01 0031.11005 Y9' 384 0108 341 1331 01 031413OM 80 /88/01 10/11/40 81/10/90 v c 3 0 1 3 1 a w a O 0 10ki Ns 6 0 a vi is is ad of Isve'aes•Lvs 'Hd 10916 d0'STIVdH17WV1A '0/I78111Od3NV7ICLC 'OM 'N3M-073r Sl1V130 ONV SNOIlV301 ONINOH3NV 418VGSSV HO 1NVd S311130IS13VdYi N0N AnOHIIM 4' Hi1M .9—.9 X .0 —,6 01 do 2000 13Ydwi ONIMS1f10 1331S 30OVdO 3003 ,19naoad Nrl Hrr NaZ ra+r YP SNOWOH N01SIA321 IVN3N30 NOISU30 1VI3N30 33021d 3111 .WNIa1 0300Y 301 4002 3H1 133 01 0311100V 303 0103 3H1 133n 01 031dI00N 31V6 Z0/4l/fQ 30/90/00 ? zz 1O /u /co /ol 0 3 1 it /lo /90 3 z s' zb ICIPJ I / N t li CIA —I 1 1 1 1 1— =8 g"—" 8'E I 1 E --1 I r 1 1 1 1_ "• Q 1 ) I -I 1 i i 1— ( I ®1- J 1jL_� 1 1 Ng Ns lIggn UN ITr. 6.00' TV. 12.; 1YP. n - -3.00• 1 1 1 1 /1 - — — W. t2. 7.00' TYP. _ — — 16 7 tit _ 1 1 l 1 " U g /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #: ISSS 8 • I Date: 05/01/2012 Report No: 2035 Manufacturer: JELD -WEN, inc. Product Category: Exterior Doors Product Sub- Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions 5 -2104, signed and sealed by Hermes F. Nore`ro, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing 5 -2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions 5 -2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Product: Energy Saver /Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Material: Steel/Wood 107" X 81.25" (Maximum) Product Dimensions: Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01 /2012 Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 Digitally signed by Hermes F Norero, P. Reason: I am approving this document Date: 2012.05.01 17:42:30 - 04'00' Gib `,' E. Hermes F. Norero, P.E. Florida No. 73778 1.&117er'tti9 'Hd 1�L8 d0 `S17fr� HLY11Y1X 'OA18ld0d3)w7 LELE 3N1'N3M-013P SW13O ONV SNOI1V301 ONWOHONV :A18M3SSY ?I0 11Nd S31113OiYdVI -NON maim A HIM1 .0 -,6 O1 cif) 1000 13YdIYI 9N6NS1110 1331S 3f101/d0 3003 0005 :L31100A1d 1e Hrl Ir1 NPR PAP Yr �MA3H 1Y%0N30 NOISU4N 1v13N30 3MiMi 3111 AVA1111 03001 094 1004 3111 133111 01 03141008 001 00Z 3111 13311 01 031110011 zo 10 vto 40/90/90 40/44/01 00/11/10 01 /10/50 so 3 -- 0 3 0' • I 888 • • 38 =1 1 t 1 "" E - -- 1 — — ® N =1 1 1 1 1_ ID -1 1 1 I I- 38 GLAZING DETAIL 1 ODL LUTE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYGON PP5530 C13 38 0.125" TEMP. GLASS 12 2R DEGUL 2 TRWRY UTE FRAME 1/2" INSULATED TEMPERED GLASS LUPOY E1 -5007 1.000" MIN. GLASS THK. 750" AIR SPACE SEE NOTE 8 ON ALT. 4 .75" x .50" 0.50" STEEL SPA= GLASS 811E 0.125" TEMP. GLASS ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REOUIREMENIS OUTLINED ON FHC SECTION 2406. GLAZING DETAIL 3 TRINITY UTE FRAME 1" INSULATED TEMPERED GLASS LUPOY E'U -5007 DROPS M Phone 407- 644 -6957 Foe 407 -644 -2366 aana wa: 5 -2104 serr JWJ SAFFELL 1.670' 1 1.210" ,JL.JL�I_ DOOR 80fl M RA (7; 2 2404 (0.020 STEEL I- 1.645" 1 0.831" CORNER 0.07( FOR STEEL BOTTOM 2411. UOOF x 3.0" LONG 1.750' 0.624- ASTRAGAL 1445 Tiv0 0.3125' 0611 x 9" LONG BOLTS: 1 ON TOP, 1 ON BOTTOM 1.025" ASIBAG 1 (IMPERW.I 40 606.3-T6 ALUMINUM 1.670. 1 J J O , , 10. 7Ii LVL CD SCHLEGEI. 0 -L0N 105 650 1.250' 2.500" Q 0 ♦ ® 41 )(IMPERIAL 0.125" STEEL) 11.875" 0.482 1.000' TROOTY PLASTIC UTE KR MAIEIAL. APPROVED UAW NM 107- 0828.01 -- 1.109" I 1-T Or 1.736'x675' ❑ 1 -j 1.381" ©!wq: .Itl 71li i.1 rrm 0.868" 0.585" 1 21371.012' 0 o� 1420 1A1QL OFAD 53 BO.T SIRKE PLATE STEEL , DN. VARIES WITH HARDVMRE USED WOOD LO30 &0071 15 Fly JOINTED PONDEROSA PINE 4.000" j 111113'1 1;c.,11 n E. _n POLYPROP. 12I111Y PLASTIC UTE KR MATERIAL APPROVED LINDEN NOA 107- 0828.01 0.375 0.375 " e8' QUARTER ROUND MEWL= PINE 2.040' --I f- 0.125" OM PLASTIC UTE TOT MATERNL APPROVED WIDER 1814 110- 1209.01 U O 0 0 1.375' r-- LL "ao.r 4.000' --1 OPINE (M 81� LOG) 4 xx44" x war 119. STEEL I 1.710" -1 F-- 4.041" -`--I 1611tn •.• „&E - BY PElO10 lt3; P4 5 5 g 44 g W O caPo Pied 8Y 08Ol4 DROPS. INC. Phenix 407-644-6957 Fair 407- 644 -2366 Oat: 9- 1-01 SCAM 14.6 S. atm hr: JNU a«. et. S. SAFFELL onmwno ro S -2104 41W or . DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place •Hialeah, FL 33012 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 PERA - 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. PERA 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 "1650 (XO)" Aluminum Horizontal Sliding Window — N. I. APPROVAL DOCUMENT: Drawing No. HS07 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non — Impact Resistant Glass", sheets 1 through 7 of 7, dated 12/17/07, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptaance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: None. 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 and renews NOA # 10- 0222.04 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 Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1803 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786)315 -2590 F (786) 315-2599 www.miamidade.aov /Hera 5 /1niI2 NOA No. 12-0320.08 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 Page 1 Sunshine Windows Manufacturing, Inc, NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 11S07 --01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non - Impact Resistant Glass ", sheets 1 through 7 of 7, dated 12/17/07, with revision #1 dated 03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/4" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5376, dated 08/24/07, signed and sealed by Carlos S. Rionda, P.E, (Submitted under previous NOA No.08-010Z07) 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, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/4" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5060, dated 02/28/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No.08- 0107.07) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5058, dated 01/30/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08 - 0107.07) 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an alum. horiz. sliding window with 3/16" aim. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5057, dated 03/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0107.07) E -1 Manuel P P.E. Product Control . i finer NOA No. 12-0320.08 Expiration Date: Apri110, 2018 Approval Date: May 17, 2012 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/15/07, updated to comply with FBC -2010, dated 03/12/12, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P.E. (Partialiy submitted under previous NOA #14- 0222.04) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated March 12,. 2012, signed, and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letters for Test Reports No. FTL-- 5376, FTL -5060, JN "1I. -5058 and FTL -5057, issued by Fenestration Testing Laboratory, Inc., dated March 28 and August 28, 2007, all signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No.08- 0107.07) G. OTHERS 1. Notice of Acceptance No. 10-0222.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650" Aluminum Horizontal Sliding Window -N. I.", approved on 04/21 /10 and expiring on 04/10/13. Manuel P P.E. • Product Control v iner NOA No. 12-0320.08 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 E -2 3 1 MAX A 10" MAX. 1 3 1/8" MAX. WINDOW WIDTH MAX. TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF TIE 2010 FBC. 2.— CONFIGURATIONS OX AND X0. 3.— MIAMI —DADE APPROVED SHUTTERS ARE REQUIRED. 4.— FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.— FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE MASONRY AND 2 1/2" MIN. EDGE DISTANCE. FOR ATTACH ENT INTO 2BY OR WOODEN TRUCTL E USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO W000 AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 6.— CONCRETE STRENGTH f•c =3,200 psi MIN.. CMU PER ASTM C90, FILLED CMU fm =2.000 psi MIN. 7.— USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.— W000 HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.— THE THICKNESS OF THE STEEL /ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 ". ALUMINUM SHALL BE 6063 —T6. STEEL SHALL BE Fy= 36 KSI MIN. 10.— WOOD BUCKS (BY OTHERS) SHALL SE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASS: 1/8" ANNEALED. 3/16" ANNEALED. 1/4" ANEALED OR 1/4" TEMP. GLASS. Sunshine tindows Mnnufccturinq, Inc. 1745 W. 33rd Alma Hialeah, Redd* 33012 Phs (305)384 -0952 Faa:(305)828 -5118 0 it 3 r..1 ash •eQ .14) t% O oz 1 PRODUCT REVISED as comldyins vvIth the Florida Building Cade Acceptant* No 020 QP By f s — van-% FRANCISCO. HE iNANDEZ FLORTA, ,.PE ; . 51318833 .1!l,,,,,,,5 "• Np O 6 DRAWING No. HS07 --01 DATE: 12 -17 -07 SCALE: 1/2 " =1" SHEET 1 OF 7 1 IIIIIIIIIIINNINIMINIIIN sly r/ 1 3 1/8" MAX. WINDOW WIDTH MAX. TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF TIE 2010 FBC. 2.— CONFIGURATIONS OX AND X0. 3.— MIAMI —DADE APPROVED SHUTTERS ARE REQUIRED. 4.— FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.— FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1 BY USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE MASONRY AND 2 1/2" MIN. EDGE DISTANCE. FOR ATTACH ENT INTO 2BY OR WOODEN TRUCTL E USE 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/2 MIN. EMBEDMENT INTO W000 AND 1 MIN. EDGE DISTANCE. FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 6.— CONCRETE STRENGTH f•c =3,200 psi MIN.. CMU PER ASTM C90, FILLED CMU fm =2.000 psi MIN. 7.— USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.— W000 HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 9.— THE THICKNESS OF THE STEEL /ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8 ". ALUMINUM SHALL BE 6063 —T6. STEEL SHALL BE Fy= 36 KSI MIN. 10.— WOOD BUCKS (BY OTHERS) SHALL SE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. GLASS: 1/8" ANNEALED. 3/16" ANNEALED. 1/4" ANEALED OR 1/4" TEMP. GLASS. Sunshine tindows Mnnufccturinq, Inc. 1745 W. 33rd Alma Hialeah, Redd* 33012 Phs (305)384 -0952 Faa:(305)828 -5118 0 it 3 r..1 ash •eQ .14) t% O oz 1 PRODUCT REVISED as comldyins vvIth the Florida Building Cade Acceptant* No 020 QP By f s — van-% FRANCISCO. HE iNANDEZ FLORTA, ,.PE ; . 51318833 .1!l,,,,,,,5 "• Np O 6 DRAWING No. HS07 --01 DATE: 12 -17 -07 SCALE: 1/2 " =1" SHEET 1 OF 7 DESIGN PRESSURES CHART - PSF WINDOW ANCHORS DIMENSION WIDTH 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 13/4" SILL 3" SILL 1 3/4' SILL 3" SILL ANNEALED GLASS j 1/4" TEMPERED GLASS t.v:) r_ 1 3/4' SI 3" SILL 1 3/4" SILL 3" SILL PER • HEIGHT H sift.& PER JAMB EXT. INT. EXT. INT. EXT. INT. EXT. 26 1/2" 37" 53 1/8" 74" 3 4 26" 8 8 3 50.00 181.0 70.00 181.0 53.33 209.0 70.00 INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 209.0 53.33 50.00 127.0 70.00 127.0 53.33 209.0 70.00 209.0 53,33 209.0 70.00 209.0 70.00 209.0 53.33 209.0 70.00 209.0 209.0 53.33 209.0 70.00 209.0 50.00 95.30 70.00 95.30 53.33 166.2 70.00 166.2 53.33 209.0 70.00 209.0 53.33 209.0 70.00 209.0 50.00 66.00 70.00 66.00 53.33 114.0 70.00 114.0 53.33 156.0 70.00 156.0 53.33 207.9 70.00 207.9 26 1/2" 3 37" 4 3/8 (57171)3‘----'38 i 6 ' 8-1 50.00 128.9 70.00 128.9 53.33 177.1 70.00 177.1 53.33 209.0 70.00 209.0 50.00 75.10 70.00 50.00 64.90 64.90 75.10 53.33 64.90 53.33 IWO 53.33 37" 4 53 1 /a" 50 5/8" 6 74' 8 6 50.0 57.60 57.60 57.60 53.33 130.4 95.95 74.85 95.00 70.00 70.00 70.00 70.00 130.4 95.95 74.85 95.00 53.33 209.0 70.00 53.33 140.0 70.00 53.33 103.0 70.00 53.33 202.0 70.00 209.0 140.0 103.0 202.0 53.33 53.33 209.0 70.00 209.0 53.33 53.33 53.33 209.0 206.2 166.2 207.2 70.00 209.0 70.00 206.2 70.00 166.2 70.00 207.2 Nee 53.33 68.70 68.70 68.70 52.20 52.20 52.20 52.20 53.33 53.33 1033.0 70.00 103.0 53.33 78.50 70.00 78.50 53.33 154.8 117.5 70.00 154.6 70.00 1 17.5 37' 53 1/8" 74" 63" 6 7 53.33 74.55 70.00 74.55 53.33 167.8 70.00 167.8 53.33 167.8 70.00 167.8 53.33 53.35 53.35 53.35 53.33 87.40 70.00 87.40 53.33 120.1 70.00 120.1 53.33 60.00 60.00 60.00 53.33 90.00 24" 38" 48" 60" 72" 24" 36" 48' 60" 72" 24" 4 5 7 8 3 50.00 160.00 70.00 160.00 53.33 209.0 70.00 209.0 53.33 209.0 70.00 209.0 53.33 209.0 50.00 142.0 70.00 142.0 53.33 153.4 70.00 153.4 53.33 153.4 70.00 153.4 53.33 153.40 50.00 112.0 70.00 112.0 53.33 126.9 70.00 50.00 87.30 70.00 87.30 53.33 132.9 70.00 126.9 132.9 53.33 126.9 70.00 128.9 53.33 126.9 53.33 132.8 70.00 132.8 53.33 132.8 36" 3 4 5 36" 48' 60" 72" 38" 48" 80' 72* 48" 7 8 4 4 50.00 70.50 70.00 50.00 153.5 70.00 70.50 53.33 121.2 70.00 121.2 53.33 153.5 53.33 153.4 70.00 153.4 53.33 121.2 70.00 153.4 70.00 121.2 53.33 121.2 153.4 53.33 153.4 50.00 82.50 70.00 50.00 73.90 70.00 82.50 53.33 135.4 70.00 135.4 53.33 73.90 53.33 100.4 70.00 100.4 53.33 135.4 70.00 100.4 70.00 135.4 53.33 135.4 100.4 53.33 100.4 50.00 64.90 84.90 64.90 53.33 94.70 70.00 94.70 53.33 99.90 70.00 99.90 53.33 99.90 50.00 55.80 55.80 55.80 5 7 60" 4 5 7 8 5 50.00 63.00 63.00 ONO 63.00 53.33 53.33 83.20 89.10 83.20 53.33 100.4 70.00 100.4 53.33 53.33 53.33 79.90 66.00 70.00 79.90 53.33 88.55 70.00 100.4 70.00 93.85 70.00 88.55 53.33 88.55 100.4 53.33 100.4 93.85 66.00 86.00 53.33 87.00 70.00 87.00 53.33 53.33 93.85 87.00 53.33 57.00 57.00 57.00 53.33 74.30 70.00 74.30 53.33 74.30 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 90.00 209.0 153.40 128.9 132.8 121.2 153.4 135.4 100.4 99.90 88.55 100.4 93.85 87.00 74.30 1Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plane Hided, Rodda 33012 Ph (305)384 -9862 Fox(305)828 -5118 0 7 50.00 58.20 56.20 56.20 53.33 80.75 70.00 80.75 53.33 99.90 70.00 99.90 53.33 99.90 70.00 99.90 - 53.33 81.80 61.80 61.80 53.33 87.00 70.00 87.00 53.33 87.00 70.00 87.00 - 50.65 50.65 50.65 50.65 53.33 76.70 70.00 76.70 53.33 83.40 70.00 83.40 PRODUCT REVISED as complying with the R odds AccAcceptant* No /2. -43/41 on Dace 53.33 65.45 64.45 64.45 53.33 67.75 67.75 67.75 By 0, 1 FRANCISCO..NERNANDEZ FLOR)DA i PE ..# 51393 ORM INO No. HS07 -01 DATE 12 -17 -07 SCALE: 1/2" =1" SHEET 2 OF 7 WINDOW WIDTH HORIZONTAL SECTION VERTICAL SECTION WITH SILL RISER PRODUCT REVISED as canplying with the WNW* Building Oade , nom ...A. Acceptance No I ..C.42=41.1.10 Fai. 'ration Dato.,AIVaLlIa/ iJ 13y 1 . • Pro. ...* .... ...4. .'' . .:. .. . Sunshine Vfindows Manufacturing, Inc. 1745 W. 33rd Place 15846, Roddis 33012 Nu 005)364-8552 Fax005)825-5118 6 x c6 ....... (0,1 4'4 (...7 tri E-4 rn ..c4) % 0 6 0 z z 1 2 , g :2- i 2 " DRAWING HS07—Q1 DATE: WALD No. 12-17-07 1/2%s 1" , SHEET 3 OF 7 MATERIAL LIST MINI PAItT 5 PART# REQD. DESCRIPTION MATERIAL SW40111 1 SW -019 1 FRAME HEAD 6063 -T5 AS RQD 2 SW -019 1 FRAME SILL 6063 -T5 JAMB 70 MOVING PANEL 3 SWxxx21 1 INSERT TRACK 8063 -75 6063 -75 4 SW -018 AS ROD GLAZING BEAD 6063 -T5 15 8 5W -01'2 2 SLIDER TOP %BOTTOM RAIL 8083-75 SW-S10 6 SW3019 I . AS ROIL FIN SEAL PILE 1 FELT 1 7 SW182O AS RQD GLAZING TAPE FOAM JAMB 70 FIXED PANEL. 8 SW3211 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063-75 MATERIAL LIST ITEM # PAItT 5 REQD. DESCRIPTION MATERIAL 10 SW40111 1 FIXED MEETING RAIL 6083 -75 11 SW —AS AS RQD ASSEMBLY SCREWS # 8X1" SMS. 12 SW -013 1 JAMB 70 MOVING PANEL 606375 13 SW -016 1 MOVING SIDE RAIL 6063 -75 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW-667 AS RQD LATCH ZINO 16 SW-S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6053 -T5 18 SW-014 1 JAMB 70 FIXED PANEL. 6083 -75 Sunshine Windows Manutaeturing, inc. HR7a� Floorida 333x0 2 Phi (308)384 -8962 Fasa(305)828 -6118 PRODUCT REVISED as comb** with tlta Florida 8tdlding Cate Acceptance No '• 0 // iat .: Data .Ti %gii'i iV Ey Psodact �"'• FRANCISCO HERNANDE FLORIDA RE • t. 513 1�ItJttt'.t1'e •.. a DRAWING No. HSO7 —O 1 DATE: 12 -17 -07 SCALE: 1/2 " =1" SHEET 4 OF 7 0.812 1.625 f 0.062 1.437 T 0.394 __ --:_. 0.050 MOVING fT� T _ �, T _.._._ 0.060 a.12d 1 750 -' ! r 1.230 :280 OJ 0.812 -- MEETING RAIL SW -017 8063 -75 ° sw O. WAD 8063.45 t JAMB 1.312 PANEL FRAME --1 FIXED MEETING RAIL SW. 4.0111 6063 --75 TO FIXED SW -014 6063 -75 2.077 JAMB TO MOVING PANEL SW -013 6063 -75 0.0 ?8 1.8090 3.082 2.7- jj [oa_J 2.00 1T° 1.8730 i I f 3-- —.�.. t 1,000 0 SUDER TOP AND �T5 0.050 840 BOTTOM RAIL 0.760 SILL MOVING 1.0000 SIDE gW 608375 RAIL INSERT TRACK SW -xxx21 6063-T5 FRAME SILL RISER 6063 -78 HEAD AND SW-019 9 Sunshine Windows Manutaeturing, inc. HR7a� Floorida 333x0 2 Phi (308)384 -8962 Fasa(305)828 -6118 PRODUCT REVISED as comb** with tlta Florida 8tdlding Cate Acceptance No '• 0 // iat .: Data .Ti %gii'i iV Ey Psodact �"'• FRANCISCO HERNANDE FLORIDA RE • t. 513 1�ItJttt'.t1'e •.. a DRAWING No. HSO7 —O 1 DATE: 12 -17 -07 SCALE: 1/2 " =1" SHEET 4 OF 7 2 1/2" MIN. 2 1/2° MIN. 1" MIN. ., da •:* e '% 1/4" TRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUG 1 BY WOOD BUCK (FOR M ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEET- 1 OF 7 AND 2 OF 7). TYPICAL FO HEAD. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALAATION. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hiolaoh. llartda 33012 Ph: (305)384 -9952 Fass(305)828 -5118 1 BY •00 BUCK BY OTHERS. MUST -E PROPERLY ATTACHED TO R GLAZING SYSTEM LOADS TO STRUCTURE. SHALL BE APPROVED BUILDING OFFICIAL PRIOR TO DOW INSTALLATION. DETAIL A ATTACHMENT TO MASONRY DETAIL B ATTACHMENT TO WOOD 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7). 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD. DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS 2 1/20 MIN. 2 Ve MIN. I- 1/4" ULTRACON 1/4" MIN. EMBEDMENT KO (FOR_W:X. ANOKR-SPACING. AND NUMBER REMTO PEVATIONS AND DESIGN PRESSURES ON..SHEET; 0 OF 7). TYPICAL FOR SILL. ONLY. DETAIL D ATTACHMENT TO PitE-CAST SILL MASONRY 0,ICRORS 1/.'r ULTRACON 1 1/4" MIN. EMS 4 INTO 'MASONRY'. THROUGH, 10 BY o•D BUCK O.R. NON'aiSHOIN NOW-METALLI0 OUT (FOR'.MAXO:NOHOR AMONG ANb NUMBER OR ARMORS:147'ER TO ELEVATI:' $ AND DESOW. :PRESSURES CHART - EET 2' OF 7). room.- VOW SILL ONLY. /---...,.....„.:„. BY WOOD BUCK 6? OTHERS. 0 • . ICkTHELSTRUCTURt SHALL BE APPROVED 7RANsFfrt;f:OVONG..SYSTEM LOADS MUSK BE PROPERLY ATTACHED TO Eff.. aikaINCOPFICIAL PRIOR TO WINDOW INSTALiATION. 1/4" ULTRACQICt.1/e; MIN. PENETRATION INTO WOOD. VOIt. MA)CANCHOtt"-vmo:ANd NUMBER Of.:440100::RESIWM.411010146:1AMD DERWPRESSORECOIART• 014. tHEEr 2 OF 7). tY#IC.4tOk'SItit'-' DETAILS TO MASONRY 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). 'TYPICAL FOR SILL DETAIL 0 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 10/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND KAMER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 2 OF 7). TYPICAL FOR SILL DETAIL 0 1 ATTACHMENT TO MULLION (STEEL OR ALUM, 1/fr MIN. THICKNESS) TYPICAL SILL SECTIONS -StiotiiindiSiii MtinAiirilig, ihe. 174614 33rd Mot Hkiltahintft 33012 Ph; 04:41364.-0152 Fax ie. li 1 i 1 .. d 2,- WAVING No. HS07-01 DATE: 12-17-D7 SCALE:, , 1/0°,17 ,,.. SHEET 6 OF 7 1/4" • • SHIM: SPODE . ; z. By4p00.,..Buxg...ey omeRs. must-teSpppoc;s4Ata.di4go TO TRANSK* GIANG."....SYSTOIGADS. THC.510.101REt:,SRALt:**.APPROVED BY.:Bpplr c:IFFloyst„ pRJort TO WINDQVIIN ALIATIPN: • 1/4ft Utit.4.06.11: 1 1/27 MIN. PENETRATION INTO WOOD (FOR MAX. SPACING AND NUMBER OF 4et:10"111.,:ftk:gt.:WriNScAtO OESION:plitsSuM OHAhrt QN Skar'S OF 7). riFitox tbWAmss. • :::,1:AttIOOki.:St9010, 4ND titiMPER rf:0.44001it: ftERR,..T.(/:: OVATION AND .0;:stopP.P.seSsUSE4tiAsit Oisi s S :'.:4'1010:VOF: 7), .10k. FOrnAMEt. .97,9 'AI 7., 1/e. SMS THROUGH METAL. (POit MAX. , ANCHOR SPACING AND NUMBER opsmologfc siva TO. ELEVATIONS AND DOSIQN.AESSURES CHART ON. SHEET 2 OF 7). TYPICAL POS JAMBS. CILA2pla MAU, 1/r. tr. 1/4 .ANNEMED OR 1/41 TEMP. GIAS GLAZING TAPE ATTACHMENT TO MULLIONS DETAIL TYPICAL JAMB SECTIONS ski+ 'IllittItA" FROM : SHUTTERSCCBA)INC *))) U.S.A. FAX NO. : 7865659692 Jul. 17 2012 10:01PM P4 FROM : SHWTERSECBA) I NC*) ) ) U. S. A. L Client 2. Project Name 3. Project Address FAX NO. : 7865659692 Jul. 17 2012 10:00PM P3 Lw"t. etit. tiP% Aer-‘'" ofr-Nt r '74 al .43--% ; CONSULTING ENGINEERS & PRODUCT DEVELOPMENT q/111 - 4. County S. Building Height 6. Building Dimensions 7. Building Roof Slope 8. Risk Category 115LE SPE FI:1sviN LOAD WIND EDm NAN 11-C. 12- 105q (Based on data supplied by client) --1-1tLyste SHUTTERS CSA , IC : NESTOR ALVAREZ 1516 NE 104 STREET MIAMI SHORES CITY • DADE 4.1•11■.IPIM FLORIDA 33138 • STATE 22P :18 FT. : Length 150 T. Width 5° FT. 0 Flat J Slope ( See Figure 1 'below) I 11 Dm&iv Risk category 7' applies for non essential buildings. e.g storage facilities etc. Itisk category 1111 applies for all commercial and residential buildings. e.g. homes, appL, offices etc. Risk categoly 711 ct- IP applies fin. essential buildings e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure I : Sloped roof JUL 1 8 2012 3AVAD ATIMAD, P.E. - FL it 70592 • ERCA.N.353g 1235 SW 81". Avenue 1 Miarni, FL .33174 1.:305_264.sioa J F: 305.261697a I kmw,aicarte.s.va 1 gLaykatyPALIc =Ty). • AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :SHUTTERS CBA PROJECT :NESTOR ALVAREZ WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 175 MPH RISK CATEGORY FCT. I : 2 (Table 1.5 -1, p2) EXPOSURE CATEGORY : D ( Sct. 26.7.3, p251) MEAN ROOF ELEVATION H : 18 FT. ROOF SLOPE EQUAL OR LESS THAN 10 deg. TRIBUTARY LOAD AREA A : 10 FT"2 Kh = 1.06 Kd = 0.85 Kzt= 1.0 07 -18 -2012 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V""2 = 70.64 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +0.90 -0.99 ZONE 5 = +0.90 -1.26 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5) ZONE 4 = + 45.8 PSF - 49.6 PSF JUL 1 8 2012