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HomeMy WebLinkAbout203 Meadow Hills DrCITY OF SANFORD PERMIT APPLICATION Application #:n 6� 11 � 0 v Submittal Date: Job Address: LD Mf_CAdCW�iI s Dr, , Value of Work: 5 26801-13 Parcel ID: I D-20~�6-5CS—O 1�t 0:C= nZo(n�ing: Historic District: •DeseDescription of Work: eY �' .2 dc.�� 1 a..................................................... a ua eFootage:........ . Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair—Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required •• T rS I•� l=�•.S�i • • • • • • • • • •Contractor:I'' AtS ..................................... I�me l • • • • • • cS• Property Owner WT—T hc Address: �,rne Address: 4 qy� T��1 Gth[�' rp nr liatn�l na � f �I'1 Phone: 1 E-mail: PhoneNWHIM State License Number:CAC__15C)�y�� Bonding Company: Address: Architect/Engineer: Mortgage Lender: Address: Phone: Address: Fax: Plan Review Contact Person:M lYW U WIMC< Phone lia Fax:l 6 _ E-mailX[ND* 40LJI' . C6rn 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the pro e rements of Florida Lien Law, FS 713. Signature of Owner/Agent Date S .turn o ontractor/Agent Date mrPrint Owner/Agent's Name Pri Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 Personally Known to Me or UTIL: FD: Contractor/Agent is _Personally Known to Me or ����� Produced ID ENG: BLDG: Improving 1 me 'Improvement 4948 Tellson PL Orlando, Florida 32812 Baas. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to rfr) 0 for a Ir permit for work to be performed at a location described as: (Address of Job) 20 3 WaddUu +Y1 IS Dr. (Owner of Property) i — _ _ _ . % , , And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony qWfaro Area Installed Sales Manager Primary State Qualifier CGC1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this—day 0&rL2007 No.public My commission expires A Notary Public State of Florid&Elizabeth A Ronco My Commission D0633831 Expires 01/28/2011 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ML:PET, If DAVED J4HNSOM: CFA, ASA PROPERTY APPRAISER 3E7VlINC3L� [�]tJ"P77'Y:FL. 7 it71 �: F'lasx si 5AHF0Ro; L 32771-1+768 407-6pb5 7508 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 10-20-30-5CS-OE00-0020 Depreciated Bldg Value: $134,105 Owner: LOPEZ MARSHALL & ELSA Depreciated EXFT Value: $3,749 Mailing Address: 203 MEADOW HILLS DR Land Value (Market): $33,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 203 MEADOW HILLS DR SANFORD 32773 Just/Market-Value $170,854 Subdivision Name: HIDDEN LAKE UNIT 1-6 Assessed Value (SOH): $76,128 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (1996) Taxable Value: $51,128 Dor: 01 -SINGLE FAMILY Tax Estimator 2E)07_Nottce_of I?roposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified Tax Amount(without SOH): $2,302 WARRANTY DEED 10/1982 01416. 1°1.16 $52,600 Improved Yes 2006.__ Tax,_B.ill_Arnount:_ $970 QUIT CLAIM DEED 03/1979 01.216 0738 $100 Vacant No .Save Out Homes. (SOH). SavJngs;. $1,332 WARRANTY DEED 05/1978 01167. 0524 $213,600 Vacant No 2006 Taxable Value: $49,271 DOES NOT INCLUDE NON -AD VALOREM Find Comparable. Sales within this Subdivision. .................. _ ........................... ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick. Method Units Price Value LEG LOT 2 BLK E HIDDEN LAKE UNIT 1-B LOT 0 0 1.000 33,000.00 $33,000 PB 17 PG 54 BUILDING INFORMATION Bid Bid T Num YPe Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1980 7 1,219 1,738 1,219 BOCK ONC $134,105 $150,680 FAMILY Appendage t Sqft GARAGE FINISHED/ 483 Appendage 1 Sqft OPEN PORCH FINISHED / 36 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2004 490 $3,749 $4,165 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.sepafl.org/web/re web.seminole_county_title?parcel=1020305CSOE00... 9/6/2007 11657-lopez, marshall-9-6-07 (1728x2796x2 tiff) [6j 2007-09-06 06:47 407-430-4069 1657 -INSTALLED SALES P 6/6 3 •. �s,� •a� arv: g'".+s r• �� ` �ww�'��.y,,, yus+.Ni• s � �► • Y ~ � �T � ��!* wn� j�i��`�,wR� a� fi►►�' u�� �'��wrtA��*IM1�S.�A� �; r/F���,hi�. �*,`yi,' a - wi� �.. x;'i• d�� a*'t'•'O+'�'A+��iatrtr`A� +.refer_ I �'�ip'•i'o-'. Rw}►�:�«tea.. r .� G��'L �+3� ftY �,;�i��e��tt�{���•f,#:�_r'�':.��i;@T � is+�'it�i�.���aa+�'iRiwtt r. CQNTRACT # � � �• ♦�#Mfi i Ate^ T Adfdttlarta/ Specl/%bOom: The Environmentat Protection Agency (RPA) has requested that Lowe's not" installation customers that a teed based paint hazard may exist in dwellings built prior to 1978, See pamphlet EPA 747-K-09.001 for details. .AC46A.l7�^I r'i•�:W.•K♦r+�4 (tetat'Is '1 Is 4 -Tax r Labor 'Tax _..� Total ev— j2— • W Ver �rd4Y��w bAw- M wv�6fa- rr;. warn is to ctfrnrr—W.e upon r...nahle evaNablil[y of Cont -. to tdtMiaip Ifm In d>irlrl. Estimated completion deft Is [fin t dabol. - --- NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of pUrdtaso and at the price appearing on this c gMract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation neoessiaat d by defective substructures, superstructure, paints of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- WMND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNA RE. WITM53 0UM HAND(9) AND SeAWS) BeLCVW TBI$ ---- DAY OF WITNESS _ 11. (seal) --- Owner eJ C 0 -- (Seal) (Seat) orAbo ' Sp4uee s .as ♦e�rsr-..r•-s. s�isxs f�'1q 1?r�1�t O#�k�ff r.* .♦»rns+aasesrr.ra.yA,r*rtr;..rs�/•r..}- ftsssYi-r r.r. i�-«.-.. -• •. NUMBER' ," - ti. CUSTOMEfl& C305 gr��E EW STREET L3 0&0 ^=s STATH ZIP &I, (w-��/ 'y ■ t+*' •� w ` ! •f-` STATE ZIP 77 _ TELEPHONE s1�' .►. Q� '- 3 Q 6 i+�3+a TELEPHONE .y a " s DaTF i�>t' LAWG'$ CONTRACTpq UcEN6E NUMBER " y f .; M .a . nwa' '+'�' e:+n z. • +' »;�M}+�4i�♦. �.• 1i - a'4 a tr awK Pco • aa�t� fi ,�.'i cons Ifo- re.s �� .. �• � - _., � �1���y!► ZZ- ^.���' ��'�.• as*�,���*�'gii•^��ex,.t,��,°�9�ioi`i,ita*"'IiSi'si�}"yr�+ej�:l ; ✓M •"�-�.,_jM .a Oji .3r "i�M,°ar This is a contract between Lowe's (46 defined in the Tormts and Conditions) ('Lowe's-), and Use above-named Customer for the Installation of goofs at rt�4 Customer's residential premi. (the •Premises') at the following Instaliafion address: CITY I�4t._Tra!' c!,P.jA.� e r�� � a0-DcA-., ' L L ,n Lowe's to arren normal installation of the following ddor(a): Exterior interior Prehung Unit _._Slab For warranty to be valid - Item Number RH ❑ LH ❑ customer must finish frame # Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size and all six (6) sides of door __.. Immediately (within 6 ) item Number RH ❑ LH ❑ after Installation. # Door(s) Size ❑ 36 x 80 L_.! 32x80 ❑ Other Size Customer Initials Deliveryof Door Yes No ❑ (check one) Haul away of any debris related to installation:Yt3s No ❑ (Check one) Basic installation includes the following: j -Normal installation of door in same size square opening in good condition -Installation of hardware with pre -bored door -Reinstallation of present using or customer provided new casing -asan-up of job -site Basic installation does not include the following: *Reframing or &iterations to existing structure or carpentry work resulting from old or damaged structure *Any reinstallation of Burglar Alarms *Any painting or staining or finishing of now door unit i *Reinstallation of Screen or Storm or Security Door *Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor items can be contracted at an additional cost and must be specifically listed in the additional specifications block on. this contract. ♦�#Mfi i Ate^ T Adfdttlarta/ Specl/%bOom: The Environmentat Protection Agency (RPA) has requested that Lowe's not" installation customers that a teed based paint hazard may exist in dwellings built prior to 1978, See pamphlet EPA 747-K-09.001 for details. .AC46A.l7�^I r'i•�:W.•K♦r+�4 (tetat'Is '1 Is 4 -Tax r Labor 'Tax _..� Total ev— j2— • W Ver �rd4Y��w bAw- M wv�6fa- rr;. warn is to ctfrnrr—W.e upon r...nahle evaNablil[y of Cont -. to tdtMiaip Ifm In d>irlrl. Estimated completion deft Is [fin t dabol. - --- NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of pUrdtaso and at the price appearing on this c gMract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation neoessiaat d by defective substructures, superstructure, paints of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- WMND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNA RE. WITM53 0UM HAND(9) AND SeAWS) BeLCVW TBI$ ---- DAY OF WITNESS _ 11. (seal) --- Owner eJ C 0 -- (Seal) (Seat) orAbo ' Sp4uee s .as ♦e�rsr-..r•-s. s�isxs f�'1q 1?r�1�t O#�k�ff r.* .♦»rns+aasesrr.ra.yA,r*rtr;..rs�/•r..}- ftsssYi-r r.r. i�-«.-.. -• •. PERMIT # DATE:d +&% C616 A4F 11657-lopez, marshal] -9-6-07 (172841864 tiff) LUU7-09-U6 U6:46 407-43U-4069 '1657-1NSIALLLU 5ALL5 N '1 SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 09/06/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: MARSHALL LOPEZ PHONE: (407)430-4060 ADDRFSS: 203 MEADOW HILLS DR SANFORD FL 32773 PHONE: (407)324-5869 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PHONE! (407)468-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: 216273855 LABOR INST FL PERMT-3RD PRTY SERV LOWES Y0: 45193416 LOWES INVOICE: 76173 ASSOCIATE: JAMES BEAN EST DELIVERY: 08/30/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST FXT_COST -------------------------------------------------------------------------------- 1 147142 PERMIT FOR DOORS PERMIT FOR D 100.00 100.00 FREIGHT 0.00 TOTAL $ 100.00 OFFICv: PERMIT # DATE:d +&% C616 A4F 'BSc k J�{- _ss SC's FL433it--lel 149" MAX. OVERALL FRAME WIDTH O N 20.5" MAX 36.375" MAX.O M SIDE -HINGED FIBERGLASS DOOR UNIT (excluding Barrington) D.L.O. - _ PANEL WIDTH 37.5" MAX; ¢ C2 N 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH O (/� F= Lit U CE z �z GENERAL NOTES z 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO O O THE FLORIDA BUILDING CODE AND WHERE PRESSURE ^ z J REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM m cv DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, XQ Of Q DOES NOT EXCEED THE DESIGN PRESSURES LISTED = g � 2 THIS PRODUCT DOES NOT REQUIRE THE USE OF U iz A HURRICANE PROTECTIVE DEVICE (SHUTTERS) W p E s 3 PLASTICSITESTING OF LAMINATE GLASS INTERLAYER CONFIRMED PER DADE NOA 03-0827.08 a 4 POLYU.RETtiANE CORE FLAME SPREAD INDEX OF 50 ' AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. o oho o� 5. PLASTICS TESTING OF FIBERGLASS FACING: a ao Sr a z TEST DESCRIPTION DESIGNATION RESULT S b W W tr W 2 O m W n U U K o c B A ] ,W o • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING O 4500 HOURS XENON ARC METHOD 1 DOUBLE INSWING UNIT W/SIDELITES a a AdientllmhlNAldl 3 3 Ln > Calea mNo- 2 D05gAQ V1 LA N m ReSieNed By In < �Nw gCDP a El M El 11 E3 13 1313 1113 13 a 13 [1 �a� oZ' �0 0 0 ��e e00 . �¢ of 0-2 I Mr, SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE U m a WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 2/11/05 TABLE OF CONTENTS PCOENFIGMAX WIDTH INSWING OUTSWING INSWING QUTSWING QUTSWING• SCALE: N.T.S. SHEET j% DESCRIPTION 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 1TYPICAL ELEVATIONS & GENERAL NOTES 74 +50.5 -50.5 +55:60 -50.5 +19.0 -19.0 +40.60 -40.0 +55.0 -50.5 DWG. BY: SWS CROSS SECTIONS 75' +50.5 -50.555.0-50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 CHK. eY: 3 ANCHORING LOCATIONS &DETAILS 112.5' +50.5 -50.5 +55.0 -50.5 +190-19.0 +40.00.0 +55.0 -50.5 DRAWING NO.: XXQ 149" +50.5 -50.5 +55.0 -SC.S +19.0 -19.0 +40.0 -40.0 +55.60 -50.5 4 ANCHORING LOCATIONS & DETAILS- • High Dam Threshold Design DING-MA-FL0120-05 5 .UNIT COMPONENTS SHEET 1 DT 5 SELF IGNITION TEMP ASTM 601929 803 'F > 650 'F RATE OF BURNING ASTM 60635 0.79 IN SMOKE DENSITY ASTM 602843 46.99. TENSILE STRENGTH' ASTM 60638 -7.37. DIFF SE 0 E EXT RIOR INT RI R �1 VERTICAL INSWING CROSS SECTION 73 u � 2 DOOR UNIT r 20 4 1 SEE 18 On EM SEE NOTE 12 ON PAGE 4 FOR MIN., EMBEDMENT 10 0 26 ° 18 E HOR SIDELITE JAMIZONTAL B CROSTO BS SEUCKCTION INTERIOR EXTERIOR VERTICAL CROSS SECTION OUTSWING DOOR UNIT SE C E EXTERIO INTFRIOR 0/ VERTICAL CRO55 SECTION �/ INSWING SIDELITE ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL (1) 19.75" L. l TOP & (1) 19.75- L. O BOTTOM SE E INTERIO EXTERIOR A�VERTICAL CRO55 SECTION �J OUTSWINC SIDELITE SIDELITE 73 u � 2 INACTIVE 43EXTERIOR j SRI b NW 73 42 CA11�IC260fI µD.: Z d�593� HORIZONTAL CROSS ©INSWING UNIT SECTION OHORIZONTAL CROSS SECTION HINGE & SIO ELITE - ^� _..1�ACTIVE C O N U �00 N _O (f) i- Ld U z�z L< LU Oo z O J O NQ < _ U 2/11/05 N. T. S. BY: SWS BY. NO NO: -MA-FLO120-05 2 OF 5 s 6"3 SEE DETAIL 3" 3 6' L� 3 I c V�3 c 3..iTIIT c c I 31 SEE DETAIL "C" I II II II"-- I 6. II II I 26 NP. NP. . TYP { NP 1 O o v G- WU Q V) r J NP Lu W J— 0 o B z o` Iw- B O SEE DETAIL "D " B O � 6" 6" Z elf 6" 3" 26 TYR a o I� N y 6' � 6' U U 0. SEE DETAIL 3.. 3Y� 3" 3 3.. 3..1 {— 6" I I— 6" ' 11 6 SEE DETAIL 6" "F" Ad kndntDNAW Celfir�imN)- 2 �1)659 pai wed BT. 25 14 25 7 ® ASTRAGAL RETAINER BOLT HOLE 25 9 MUST BE DRILLED THROUGH O 14 7 THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 7 DETAIL "E" ASTRAGAL FOR A 1.375" THROW DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. DATE: 2171105 SCALE: N.T.S. DWD. BY: SWS CHK. BY: DRAWING No.: OWG-MA-FLO120-05 SHEET 3 -,:T U N ODo Zcj�N O WU Lu W J— I z o` Iw- i 6" 6" Z elf 0 26 NP. � N I I� N y ttP NP. hIZ , n n U U 0. SEE DETAIL N "D" J 9 `o` z a ttP TYR SEE DETAIL — ..C.. w 0 o pop m un n 8 z W U o Z2s v G G H H ao �m v, e U o C, � I I ANN zxaM 3.. 3Y� 3" 3 3.. 3..1 {— 6" I I— 6" ' 11 6 SEE DETAIL 6" "F" Ad kndntDNAW Celfir�imN)- 2 �1)659 pai wed BT. 25 14 25 7 ® ASTRAGAL RETAINER BOLT HOLE 25 9 MUST BE DRILLED THROUGH O 14 7 THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH 7 DETAIL "E" ASTRAGAL FOR A 1.375" THROW DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. DATE: 2171105 SCALE: N.T.S. DWD. BY: SWS CHK. BY: DRAWING No.: OWG-MA-FLO120-05 SHEET 3 -,:T SEE DETAIL ' 'C" SHT. 3 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ` 3° -I N O U a SEE DETAIL - Lo "D" SHT. 3 r J Q 0 a w w 0_ MN a G 3" 15"A L "6" AAnAMIORWI Wicatim No.N_�9—'off Revewe0f.. _os — p�aReview •�--- CL O N U � O z �z Cc: Q W L oo No O Q � U DATE: 2111105 SCALE: N.T.S. owc. BY: SwS CHIC. BY: DRAWING NO.• DWG—MA—FL0120-05 SHEET 4 OF S " ITEM DESCRIPTION MATERIAL 1 581 1) 1 3/167 TAPCON n 2 REINFORCED FIBERGLASS DOOR FACING 0.075' THK. FIBERGLASS Cp r 7.945 rro 3 HEAD JAMB 1 3116" x 4 9116') WOOD N 4 HINGE JAMB 1 3116" " x 4 9116" WOOD O�� 5 STRIKE JAMB 1 3116" X 4 9116-) WOOD 6 411 x 4" BUTT HINGE ST E ¢ cn 7 #10 X 3/4" PFH WOOD SCREW HINGE TO DOOR STEEL ZO W I 8 DOOR LATCH SIDE STILE 1.581" W x 1.250"H) LAM. LUMBER C 1 Og LATCH STILE O WOOD 12 DOOR BOTTOM RAIL --{ 140'0 24 DOOR SWEEP 9 10 X 1 14" PFH WOOD SCREW STEEL ¢ Q Z 11 DOOR TOP RAIL O WOOD COMPOSITE .525" 10 BLANK JAMB (1-3/16" x 4-9/16") WOOD W LAMINATED LUMBER 11 DOOR TOP RAIL 1.581° W x 1.97-H WOOD L -{ 1 581„ �— 13 WEATHERSRTIP 12 DOOR BOTTOM RAIL 1.581" W x .97" COMPOSITE Z 00 J 13 COMPRESSION WEATHERSTRIP FOAM W — 4.5625" --j — 14 #10 x 2" PFH WOOD SCREW STEEL ~ Q: J— 15 LOCK BLOCK 1.581 W x 2.5" H WOOD O = N 1.375' 16 8 x 1 3/4,' PFH WOOD SCREW STEEL Q U 17 'POLYURETHANE FOAM CORE FOAM ' ax I 18 2X BUCK BY OTHERS SOUTHERN PINE OR EQUAL WOOD o 1 5.625' 19 10 x 3 PFH WOOD SCREW STEEL. 20 SHIM MATERIAL .25 MAX. THK.) FINGER JOINTED PINE" FRAME - N^ i5 LOCK BLOCK 23 INSWING ADJUSTABLE THRESHOLD 21 KWIKSET 400 SERIES KNOB OR EQUAL mN DOD5 .ALUMINUM 22 KWIKSET 970 SERIES DEADBOLT OR EQUAL - 2wo "< 23 INSWING ADJUSTABLE THRESHOLD .050" WALL ALUMINUM o. moo J w W 24 INSWING DOOR BOTTOM SWEEP PVC o - , f o l 1 581 ' 1.581 ' 2 j 8 x 2-1 2 PFH WOOD SCREW STEEL C' w m i.. 4 SSD" L --I 1.581" I-- + '1 Ia So 26 10 x 2 3/4" PFH WOOD SCREW STEEL oo1 a o 27 DUTSWING THRESHOLD BUMPER ALUMINUM u �. D: zm 0� o N 28 DOW 832 SEALANT OR EQUAL GLASS FRAME SILICONE o w. o 9 DOOR LATCH SIDE STILE WOOD & e a -f 30 DOOR HINGE SIDE STILE MDF 31 DOOR HINGE SIDE STILE WOOD } 27 OUTSWING THRESHOLD rn HINGE STILE e� �' "" "" LATCH STILE 31 ALUMINUM BUMPER 29 30 HINGE STILE HINGE PINE FINGERJOINTED PINE MDF 0.124" Temp.—_._ 0. 124" Temp. INT 0. 124" Annealed 0.090" SAFLEX II IG 0. 124" Annealed --�— Decorative Insert 0.124 Annealed 0.090" SAFLEX IIIG 36 I" IMPACT GLASS 0.124 Annealed f EXT TEMP PANE TO INT FOR #34;37 1-1/4" IMPACT GLASS INT OR EXT FOR #32 TEMP PANE TO INT OR EXT FOR #33 2.00" � 2.00'• —{ 2.000" • � vl � o U) ;n n .- �rai' f— 1.750 1" GLASS FRAME 1-1/4" GLASS FRAME 32 (SPECIALTY) 33 (SPECIALTY) 34 1 CLASS 43 ASTRAGAL 1-1/4 10 x 1 1 " LAMIN 1 — T IA" i—i t '-"NntHu �� tw STEEL Ex i DUTSWING THRESHOLD (HIGH DAM) ALUMINUM o o w 1.581 r\ cl UaJQO ' f DATE: 2111105 SCALE: N.T.S. SID IT 38 STILE/RAIL 3.25 7 2" 5.25" DwG. BY: SWS CHK. BY: QSDRAWING DUTSWING BUMPER FA ALUMINUM THRESHOLD N0 owc-MA-r�ol2o-os S Df S SHEET Florida Building Code Online Hot Topics Submit Surcharge Product Approval maatf � r � USER: Public User Page 1 of Stats & Facts Publications FBC Staff BCIS Site Map ! Li Product Approval Menu > Product_or_Application ._Search > A.pplication.__List > Application Detail k• NE41t3��� _ �� to Product Manufacturer Address/Phone/Email Authorized Signature g'j"'�`a" Technical Representative • corcTaL `° Address/Phone/Email rr,� pry• OUR dq0 'z' w PQ•ocA Quality Assurance Representative FvEws- Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4334-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615),441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard Year ASTM E1300 2002 ASTM E1300 1998 http://www.floridabuilding.org/pr/pr__app___dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/20C FL # Application Type Code Version R, g3 Application Status 3,F,preQ u� r Comments _ Archived k• NE41t3��� _ �� to Product Manufacturer Address/Phone/Email Authorized Signature g'j"'�`a" Technical Representative • corcTaL `° Address/Phone/Email rr,� pry• OUR dq0 'z' w PQ•ocA Quality Assurance Representative FvEws- Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4334-R1 Revision 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615),441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard Year ASTM E1300 2002 ASTM E1300 1998 http://www.floridabuilding.org/pr/pr__app___dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/20C F__ Florida Building Code Online Model, Number or Name Page 2 of 5 4334.1 ---][Units TAS 201 1994 TAS 202 1994 Limits of Use (See Other) TAS203 1994 Equivalence of Product Standards Approved for use outside HVHZ: PTID _43.34_R1_I_6$__G_I_azed..Installadi Certified By PTID 4334_R1 I_68 Opaqu_e.Installat Design Pressure: +/- Sections from the Code Section 2612 HVHZ PI Other: Evaluated for use in locations adhering Product Approval Method Method 1 Option A Velocity Hurricane Zone, and where pressure Date Submitted 09/08/2005 Date Validated 10/16/2005 Structures, does not exceed the design Date Pending FBC Approval 10/01/2005 Date Approved 10/19/2005 resistance is required, hurricane protective ummary of Products FL # Model, Number or Name Description 4334.1 ---][Units Fiberglass Side -hinged Door 6'-8" Opaque I/S and O/S Single Door -Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID _43.34_R1_I_6$__G_I_azed..Installadi Impact Resistant: PTID 4334_R1 I_68 Opaqu_e.Installat Design Pressure: +/- PTID 4334 R1 I 80 Glazed Install_a_tii PTID 4334 R1 I 80 Opaque Installat Other: Evaluated for use in locations adhering Verified By: to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. Fiberglass Side -hinged Door 4334.2 8'-0" Opaque I/S and O/S Single Door Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum :;Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size http://www.floridabuilding.org/pr/pr _app__ dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/2006 Florida Building Code Online Page 3 of Max DP = +/- 70.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. 'i j Fiberglass Side -hinged Door 8'-0" Opaque O/S Door w/ or w/o Side 14334.3 i Units - Impact Rated G i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: - Installation Instructions i Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +55.0 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. i 4334.4Fiberglass Side -hinged Door =Units 8'-0" Opaque I/S Door w/ or w/o Sidel - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +50.5 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO121-05 for additional information. i j 4334.5 =Fiblerglass Side-hinged Door 6'-8" Opaque O/S Door w/ or w/o Side Unts - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, http://www.floridabuilding.org/pr/pr app _dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/20C -- -- _ . - - --- -- --- . ---. ----- ---- -- ---- - _. .__ ... --J Florida Building Code Online Page 4 of 5 Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size _. Max DP = +55.0 / -50.5 When large missile impact resistance is required, hurricane - protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. i 4334.6Fiberglass Side -hinged Door 6'-8" Opaque I/S Door w/ or w/o Sidelit. Units - Impact Rated Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +50.5 / -50.5 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO120-05 for additional information. 4334.7 Side -hinged Door -0" Glazed I/S and O/S Door w/ or w/( Fsi ::][Fiberglass nits - Impact Rated delites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size Max DP = +50.0 / -50.0 When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side -hinged Door 6-8" Glazed I/S and O/S Door w/ or wh Units - Impact Rated Sidelites _7 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- http://www.floridabuilding.org/pr/pr_ app __dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/2006 Florida Building Code Online Page 5 of I E Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size Max DP = +60.0 / -60.0 When large missile impact resistance is required, hurricane protective system is NOT required. See j installation drawing DWG-MA-FLO122-05 for additional information. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyri ht and _Disclaimer Product Approval Accepts: MHhecY IM joq'..Bob. j' �-a APPROVED http://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%... 4/21/200 M 1_ AM FDADE NIIAMI-DADS COUNTY, FLORIDA NIETRO-DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA -33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 - Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this.product or material fails to meet the requirements of the applicable building code. This product is approved as desmbed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen® Steel' W/E Outswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "O/S Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 dated 12/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 00-1003.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . NOA No 02-1211.12 ©� Expiration Date: April 14, 2008 Approval Date: January 16, 2003 Page.1 JELD-WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W/AND W/OUT SIDELITES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. TRIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECAON 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SWILL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES. SEE NOTE BELOW DESIGNED PRESSURE CHART. Door Leaf Construction; Face sheets. 24 ga, (0,020) minimum thickness. Galvanized steel A-525 commercialunlit - AKDO per ASTM 620 with yield strength Fy?mina=24,600 psi. Core design Expanded polystyrene with 1.0 to 1,25 lbs. density. Copstruction: Steel face sheets glued to expanded polystyrene (EPS), with wood rails and laminated veneerd lumber stiles and o wood lock block reinforcement. n The head jams and si e, jambs ore mo ise u e and joined .using three 7�8' x 2" wire staples. 74.5" MAX, OVERALL WIDTH --{ � I 00 0 T ca 41 T 0 07 7- to II 10 110010,01 T � h o t TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 HOIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 COMPONENTS 74.5" MAX, OVERALL WIDTH --{ � I 00 0 T ca 41 T 0 07 7- to II 10 110010,01 T � h o t � 68.5" MAX. OVERALL WIDTH T utomplylugwlttilho SCALE: N.T.S, ']dll Qween Owc. BY: TJH . Z-tzll, }7 - nuc. eY: RW it Produ tool ORA1H0 NO.: T 01 W01 - o z 0 o o O w Co 4 II of 00 `0 Go 10 SINGLE DOOR W/SIDELITES ELEVATI 105.25" MAX. OVERALL WIDTH a b U rJ _ = T ¢ q a d Q J F o #16 w 4 O n ;n 1" ` C Co .1 00 I - - — __.._. to 1 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE + 53.0 PSF NEGATIVE - 57.0 PSF IICONSU �ANUIL Ts,a1NCf, 813.659.9197 DATE: 9/25/0 utomplylugwlttilho SCALE: N.T.S, ']dll Qween Owc. BY: TJH . Z-tzll, }7 - nuc. eY: RW it Produ tool ORA1H0 NO.: DC2005 SHEET 1 Or $ 22 ;L n a. WOOD .e' 4. Z Ci 4. STEEL 23 rn 25 ='zcd 23 �ti � w Z $ ON 2 25 Z C0 Z f" =g 13 � ^'ZT h= o � �0a- Y N In Y Z 5 :.: ;a, .:Y.'.""qa 38 � Ln i.- o 0 13 ` <<'q' nw�4 uwi _ .020" MIN. ^o SKIN 27 0 �3 O J 30 a a. 30 0 m <w O0 z 1.75" MAX. w PANEL THK, ) k = a 28 n 00 .5" MIN. XT RIOR .'r='` INTERIOR GLASS THK. 3 as n o z kol _ o 24 :.fir % 14 9 7 Lo 8 w w 14`` .020" MIN. - Z ou SKIN THK. 0. 38 p O O Z • D ` d jn Z ab �BUIlA1NG .roe .813.659.9197 v 2A ro'. avc 9/25/00 21 7 5 APpirovN as cnroplt' all%ith IEp SLUE: N.T.S. ®CL Fl.,M uWlca : c M. BY: TJH 1 VERTICAL CROSS—SECTION 1 CNK. BY: RW _ nonN 2 1"2 1 VERTICAL CROSS—SECTION Merot Daae vraduca ml OMWINC NO.: " °v' oC2oos SNE z By a Item DESCRIPTION Material 1 HINGE JAMB 1 1 4" x 4 1 12" WOOD 2 HEAD JAMB 1 1 4 x 4 1 2 2A SID L E B JAMB 1 1 4 x 4 9 16 3 4 x 4 BUTT HINGE 12GA. .097 MIN 4 9 W00 RING 70 FRA STEEL 5 8 x 2 1 2' PHILLIPS FLATHEAD WOOD SCR S L 6 10 X 1 P. FH. WOOD SCREW HINGE TO BUCK 7 1 , 4 - TAPCON STE L 8 BUMPER THRESHOLD 1 1 4x4 5 8x5 8 ALUMINUM 9 COMPRESSION WEATHERSTRIP p-LON ODS -650 10 EXTRUDED ASTRAGAL IMPERIAL ANH ALUMINUM 11 9 x 1" PHILLLo co IPS FLATHEAD WOOD SCREW STEEL ` 12 FACE SHEET 24GA. .020 MIN. GALVANIZED ST L 13 i0P RAIL 1.67 x 1.042 W000 14 DOOR PANEL BOTTOM RAIL 1.73 x1.21 x.021 STEEL 15 DOOR HINGE WOOD SIDE STILE 1.67 x 1.065 WOOD 15A DOOR LATCH LVL SIDE STILE 1.67 x 1.065 16 ASTRAGAL THROW BOLT q.31 x 19.25 L. T L 17 8 x 1 2" L. -TYPE AB PANHEAD SMS ST 18 8- 6 X 1 PHILLIPS FLATHEAD W000 SCREW STEEL 19 KWIK TITAN 20 KWIKSE7 TITAN SERIES DEADBOL7 21 LATCH SCREWS SEE LOCK INSTRUC710NS 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE OYLITE i.0 TO 1.25 LB 25 1 4 `MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME ODL POLYPROPYLENE 28 1112" INSULATED TEMPERED GLASS CLASS 29 LATCH JAMB 1 1 4 x 4 1 12" WOOD 30 �/8 x 1 1/2" 7EK SCREW (LITE FRAME) STEEL 31 LITE FRAME BY TRINITY FOR 1' 2" G SS 32 1 2" INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR i" GLASS 34 1' INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME .SCREW 6 X 1 1 2".PANHEAD 36 SILICONE CAULK CR LAWRENCE JJC SILICONE 37 GLAZING COMPOUND SILICONE 38 CAULK Vq�X 22 ;L n a. WOOD .e' 4. Z Ci 4. STEEL 23 rn 25 ='zcd 23 �ti � w Z $ ON 2 25 Z C0 Z f" =g 13 � ^'ZT h= o � �0a- Y N In Y Z 5 :.: ;a, .:Y.'.""qa 38 � Ln i.- o 0 13 ` <<'q' nw�4 uwi _ .020" MIN. ^o SKIN 27 0 �3 O J 30 a a. 30 0 m <w O0 z 1.75" MAX. w PANEL THK, ) k = a 28 n 00 .5" MIN. XT RIOR .'r='` INTERIOR GLASS THK. 3 as n o z kol _ o 24 :.fir % 14 9 7 Lo 8 w w 14`` .020" MIN. - Z ou SKIN THK. 0. 38 p O O Z • D ` d jn Z ab �BUIlA1NG .roe .813.659.9197 v 2A ro'. avc 9/25/00 21 7 5 APpirovN as cnroplt' all%ith IEp SLUE: N.T.S. ®CL Fl.,M uWlca : c M. BY: TJH 1 VERTICAL CROSS—SECTION 1 CNK. BY: RW _ nonN 2 1"2 1 VERTICAL CROSS—SECTION Merot Daae vraduca ml OMWINC NO.: " °v' oC2oos SNE z By a Item DESCRIPTION Material 1 HINGE JAMB 1 1 4" x 4 1 12" WOOD 2 HEAD JAMB 1 1 4 x 4 1 2 2A SID L E B JAMB 1 1 4 x 4 9 16 3 4 x 4 BUTT HINGE 12GA. .097 MIN 4 9 W00 RING 70 FRA STEEL 5 8 x 2 1 2' PHILLIPS FLATHEAD WOOD SCR S L 6 10 X 1 P. FH. WOOD SCREW HINGE TO BUCK 7 1 , 4 - TAPCON STE L 8 BUMPER THRESHOLD 1 1 4x4 5 8x5 8 ALUMINUM 9 COMPRESSION WEATHERSTRIP p-LON ODS -650 10 EXTRUDED ASTRAGAL IMPERIAL ANH ALUMINUM 11 9 x 1" PHILLLo co IPS FLATHEAD WOOD SCREW STEEL ` 12 FACE SHEET 24GA. .020 MIN. GALVANIZED ST L 13 i0P RAIL 1.67 x 1.042 W000 14 DOOR PANEL BOTTOM RAIL 1.73 x1.21 x.021 STEEL 15 DOOR HINGE WOOD SIDE STILE 1.67 x 1.065 WOOD 15A DOOR LATCH LVL SIDE STILE 1.67 x 1.065 16 ASTRAGAL THROW BOLT q.31 x 19.25 L. T L 17 8 x 1 2" L. -TYPE AB PANHEAD SMS ST 18 8- 6 X 1 PHILLIPS FLATHEAD W000 SCREW STEEL 19 KWIK TITAN 20 KWIKSE7 TITAN SERIES DEADBOL7 21 LATCH SCREWS SEE LOCK INSTRUC710NS 22 MASONRY WALL CONC. 23 2x WOOD BUCK WOOD 24 EXPANDED POLYSTYRENE OYLITE i.0 TO 1.25 LB 25 1 4 `MAX. SHIMS WOOD 26 WOOD LOCK REINFORCEMENT WOOD 27 LITE FRAME ODL POLYPROPYLENE 28 1112" INSULATED TEMPERED GLASS CLASS 29 LATCH JAMB 1 1 4 x 4 1 12" WOOD 30 �/8 x 1 1/2" 7EK SCREW (LITE FRAME) STEEL 31 LITE FRAME BY TRINITY FOR 1' 2" G SS 32 1 2" INSULATED TEMP. GLASS BY TRINITY 33 LITE FRAME BY TRINITY FOR i" GLASS 34 1' INSULATED TEMP. GLASS BY TRINITY 35 LITE FRAME .SCREW 6 X 1 1 2".PANHEAD 36 SILICONE CAULK CR LAWRENCE JJC SILICONE Z 10 F- cc p a 36 9 U)W 26 n z� 22 z� f-, { INACTIVE ACTIVE ^ a 4 a• Lo Z¢ 0 3 N n 24 15 j o 6 W 23 n p N Lo 7 M U 18 36 26 SEE NOTE 2 1 SHT. 3 12 ice/ 5 q INTERIOR �J ASTRAGAL RETAINER BOLTS (2) .15" MIN. ° • COUNTERSINK o y �z^ TOTAL, (1) 9.0" L. x ALUM. RETAINING SLIDE .312" DIA. ® TOP & (1)25 19 �� n z 9.0" L. x .312" DIA. ® BOTTOM (3) 1.0' x 4.5' x 0.565" HORIZONTAL CROSS SECTION ��w o HINGE JAMB 70 BUCK w zov) N �11 HORIZONTAL CROSS SECTION. 1L='J) I '' �'``I3 ` UJ AT ASTRAGAL 0 ��f .25" MAX. SHIM -il I $ oQ3 U 1. 15 1.15"' MIN. a a EMB. EMB. O m NOTES: .25" MAX. SHIM 19 43 1. SPACING FOR ITEM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL O SEE NOTE XT Rl R a 3 ti TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 3 SHT. 3 26 0 w 1.0", 2.5", 4.0", 5.5", 13.0", 18.0' & 26.0". 22-�'•' 12 oz z p 2. SPACING FOR #8 x 1 1/2" PLASCREW ATTACHING THE ODL LITE FRAME a Ln IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL 9"1' o $ Z2 CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0", 13.0", E 26.0", 39.0", 52.0" & 63.0". ry o 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 70 THE JAMB AND v.: SIDELITE JAMB A7 THE MULLION USE #8 x 2" PFH WOOD SCREW. o 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS 15 x Z EQUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULLION. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #10 x 2" PFH IR10g o zBUILDING WOOD SCREW. WHEN ATTACHING THE HINGE 70 THE JAMB AND SIDELITE JAMB ATo , coNsu satyrs, iNc THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW. , ` 9 813.659.9197 6. THE SPACING FOR ITEM 135 THE #6 X 1-1/2" PANHEAD SCREW SPACING 23 DATE: 9/25/60 IN THE TRINTIY LITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES ,� (9) AT 5.625", 14,5", 23.25", 32.0625', 41.0", 49.75", 58.5625", 67.375', AND f .15" MIN. Approvegc•compq•lugwl;hlhe ~COUNTERSINK euv�: N.T.S. 76.3125". THE TOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" Dbt`deDuidinCC e Owc. BY: TJH AND 6.875". Q ces. BY: RW NOAN MlaaII)."produce �Z HORIZONTAL CROSS SECTION D' i 1.0 ORAMNG NO.: LATCH JAMB TO BUCK By DC2005 sty Es 3 OF 8 1.15" MIN.HORIZONTAL CROSS SECTION EMB. 4 AT SIDELITE 15" MIN. COUNTERSINK SEE NOTE 2 FOR ODL LITE OR 6 FOR TRINITY LITE ON SHT. 3 X31 HORIZONTAL CROSS SECTION ¢ SIDELITE TO BUCK XFXT R)O v C. NTERIOR i P / w 9 n _4 SEE NOTE ¢ SHT. 3 .15" MIN. COUNTERSINK HORIZONTAL CROSS SECTION ¢ HINGE TO BUCK 0 0 0 z U N N N C� =o U 813.659.9197 - eemplyin/ with the SOAU: N.T.S. ddteg, ode owG. BY: TJH CHK. BY: RW .2 YcfGMWING NO,: DC2005 SHFiT ¢ OF 8 SEE DETAIL "F" v SHEET 5 n n SEE DETAIL JG SHEET 5 SEE DETAIL } rn n [C � 3 6^ 0 6" 3" 3" {, 6„JGSHEET 5 Z= O N 6^ ri "�3 3' 1 3^ 6" 6" W C7 TYP, m O 7- O LU^ x= n "� TYR 3^ 3 n --tl coU ~ SEE - - _ TYP. n n m O ^ n DETAIL "q n Typ, n SEE DETAIL J SHT - W) H SHEET 6 _ 1 6Ln + -z SO -\s-EE NOTE J o p �� o N - P. - - 5 SHT. 3 _ - G WWW M . O O ANO 1 Up 7YP. C D TYP. �-d� < aCO m 7 _ In o � f TYP. 1 I I I TYP. I C r 3 O TYP; a �J L f I r II 4 —I 6" 3,. 3 6^ 3„ I 6" 6" �1 - 3° & m 3 3"3' DETAIL 4.5" 3.. 3 4.5" T. 5 DOUBLE DOOR ANCHORING LOCATIONS SINGI F DOOR WISIDELtTES AN HORIN . LOCATION"; p ?, o 5 0 DETAII F HEADER IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE 7 0 QETAil K 511 t IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 App�vul ax ,.mplyi, Wilk III Flwidu Buldi.. Cud. - YVBUILpI NG )NSULT.% INC 813.659.9197 11 L- 9/25/00 LE: N.T.S. BY. TJH BY: RW " WING NO.: DC2005 Er 5 OF 8 � F-- 6" k 3" -t-I �- � 3" F 3� —I �'-- 3,. 4.5' 3" 5 SEE DETAIL K SHT. 5 DOUBLE DOOR W/SIDELIT S ANCHORING LOCATION 5 SEE DETAIL "E" x 5 OPTIONAL DETALI SHEET 5 3 6` z� t. o) m 3" --1 3" 3" 3" F 3 I I1 5 11 11 11 1 m OS TYP. 3"- TYP. SO ^2 TYP. TYP -i �1 SEE TYP. _ oo DETAIL fL 6 n SEE DETAIL -w� U 4 � '^ � SEE NOTE H SHEET 6 5 SHT. 3 ro - i^ - T- z O 7YP: O 0 _ _ L in L T1'P- in • n SEE DETAIL b n K SHT. 5 7 M pcq mt I TYP. 1 1 O' --- 11 � F-- 6" k 3" -t-I �- � 3" F 3� —I �'-- 3,. 4.5' 3" 5 SEE DETAIL K SHT. 5 DOUBLE DOOR W/SIDELIT S ANCHORING LOCATION PLATES TO IMPERIAL ' ASTRAGAL SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 3 LiJ SEE NOTE 3 SHT. J DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5, SHT. 4 5 x 5 OPTIONAL DETALI H STRIKE PLATES TO IMPERIAL ' ASTRAGAL SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 3 LiJ SEE NOTE 3 SHT. J DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5, SHT. 4 613.659.9 7 97 0— 912510 7 thr SCA.F N.T.S. OWG. eY: TJH 3 LHK. BY: RW OIUWMG NO.: DC2005 sH¢r 6 ac 8 x z� t. o) m SEE DETAIL G SHEET 5 �j Q C:: h z Q N �_ co SEE TYP. ' DETAIL fL 6 ^ to } -w� U 4 � ro T?P. n ro - n o to Oj��-� z O 7YP: �o to zvt �a • pcq mt Y� �g3 0 TYP. o 6" -i Y- 6 Ti�o m 613.659.9 7 97 0— 912510 7 thr SCA.F N.T.S. OWG. eY: TJH 3 LHK. BY: RW OIUWMG NO.: DC2005 sH¢r 6 ac 8 4 = . 3 P Z 36 EXTERIOR GLAZING DETAII -112' TEMPERED GLA OOL LITE FRAME INTERIOR 24 36 0 5 GLASS BITE 2ti � 118" TEMPERED GLASS 7/4" AIR SPACE 1/6" TEMPERED GLASS SEE NOTE 2 SHT. 3 .Mn=I"WsGlAvS TRINITY LITE FRAME INTERIOR 24 36 0.5" GLASS BITE * 75' STEEL INTERCEPT S34 PACER 1/5" TEMPERED GLASS 1/2" AIR SPACE 1/8" TEMPERED GLASS SEE NOTE 6 SHT. 3 o V) 36 1.544" Cr DWG. BY: TJH C) Miami Da Piroduct5p�vl DI on C\I tri d 31 36 3: Cr Lo 0 0\, EXTERIOR- ^ a 36 W 36 n 32 HP POLYPROPYLENE (THERMOFIL-P6-30FM0391) U4 CN LL, GLAZING QErAL - 1.5625. 1/8 TEMPERED GLASS .1,12" (NSUATFf) TEMPERED GLASS TRIN71Y LITE FRAME O 1/4" AIR SPACE 118" TEMPERED GLASS INTERIOR Ui= 24 36 3g SEE NOTE . . ..... 112" GLASS IT FRAME CY W 0 .3 0 6 SHT. 3 0 Co B:: 0 0.5', CLASS BITE .Mn=I"WsGlAvS TRINITY LITE FRAME INTERIOR 24 36 0.5" GLASS BITE * 75' STEEL INTERCEPT S34 PACER 1/5" TEMPERED GLASS 1/2" AIR SPACE 1/8" TEMPERED GLASS SEE NOTE 6 SHT. 3 o V) 813.659.9197 0— 9/25/00 1.544" Cr DWG. BY: TJH C) Miami Da Piroduct5p�vl DI on C\I Dy 0) I" CMU LITE FRAI, 4F Cr Lo 0 0\, 112" GLASS IT FRAMEl W ODL HP POLYPROPYLENE (THERMOFIL-P6-30FM0391) U4 CN LL, - 1.5625. O — 1.544" In Ui= 0 . . ..... 112" GLASS IT FRAME CY W 0 .3 0 TRINITY 0 Co B:: 0 (LUPOY EU 5007) 813.659.9197 0— 9/25/00 1.544" scALE: N.T.S. DWG. BY: TJH CHK BY.. RW Miami Da Piroduct5p�vl DI on DRAWING NO.: Dy DC2005 I" CMU LITE FRAI, 4F SHEET _7 OF 8 TRINITY (LUPOY EU 5007) 813.659.9197 0— 9/25/00 Appmved u complying will, the Fl.,id. Quid, Due scALE: N.T.S. DWG. BY: TJH CHK BY.. RW Miami Da Piroduct5p�vl DI on DRAWING NO.: Dy DC2005 SHEET _7 OF 8 2.375" —j I ti 1.67" ASTRAGAL HAS ^ 4.041'"� m ^w (1) 9.0" L. x 312" DIA. BOL7070F & U ¢ 2 0 (1) 9.0" L: x .312" DIA. cN BOLT ® BOTTOM JF9w o zZ m w0 P= O QUTSWING BUMPFACE THRESHOLD O CV n 10 IMPERIAL ASTRAGAL LOW PROFILE -EXTRUDED ALUMINUM .075" WA .050" EXTRUDED ALUMINUM 13 15 TOP RAIL & SIDE sr11 F ' U o 1.67" L- N2 W � QUO 2 Z'J a � QQ13 w. o O O m �l Z O O 0 003 740" IIII 15A LVL LATCH STIIE ffW .525" --^i f--- .097COMPRESSION W ATH R 5 O ,097" THK. STEEL BY HAGER SCHLEGEL 0-LON OD 6 0 25" --I I 0 11.B75" -{ 4.5625" I c` [DIA. VARIES W/LOCK USED 11IO \O in n C 'tl N 7 4 1.73 L 1 DOOR ST D AP BOTTOM cor+su�r,wTs, in 813.659.9197 26 W000 LOCK BLOCK 7.71" 7HK ZA 4 WOOD FRAME Dire 9/25/00 3 s 29 APPwed as mmplying rvltb the em: NTS Plorlda Qo(dia� code GWG. er: TJH Uata CHK, BY:. RW NOAH MWmI Wde Prodnd 0uw G No.: U b° OC2005 tlr sro rr 8 or 8 Florida Building Code Online Page I of 10 BCIS Home s Log In ;Hot Topics Submit Surcharge Stats & Facts ' Publications ':. FBC Staff I BCI Product Approval USER: Public User F'r�d�.E t t_ prov_:a! h?rn > Product or A.priIi_,ati„n :__arch > A piicaticn List > Application Detail FL # . J, tt a Application Type Y} ��Pn r Code Version >A r�"sr:� Application Status m . Comments Archived .16 �y�'���RE411E1'iPi YA�1{ED> 1'�r' Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email N ,4 V” 1 Category Subcategory Compliance Method Certification Agency - FL539-R1 Revision 2004 Approved JELD-WEN 31725 Hwy 97 N. Chiloquin, OR 97624 (541) 783-2057 ext 231 stevestr@jeld-wen.com Steve Strawn stevestr@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Referenced Standard and Year (of Standard Standard) http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqutaA6Az%2f... 7/8/2006 Florida Building Code Online TAS201 TAS202 TAS203 Equivalence of Product Standards Certified By Sections from the Code R301.2 R301.2 R301.2 Product Approval Method Method 1 Option A Date Submitted 08/05/2005 Date Validated 11/18/2005 Date Pending FBC Approval 11/28/2005 Date Approved 12/06/2005 Page 2 of 10 _... ........ ._..___.____.__......... ..._.............. _--- --------- _.................... ... _...__..... __..... _...... ___-__-.____._____..._.,...-......_.w_.___-..._...__......... Summary of Products Go to Page ' FL # Model, Number or Name IFDescription 539.1 Fusion -crafted Wood IS, 8-4x8-0, Full Lite, OXXC ::::IlComposite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTFD_539__RI I M.ian�i_Oac Impact Resistant: 0122._09.pdf Design Pressure: +/- PTLD 539_Rl_I_M.iam.i.._._Dac Other: This product meets rquirements, 0.122...10.pdf adhering to the Florida Building Code, including PTID_ 539_ R1_ I_Miami .._Dac HVHZ, where, pressure requirements are 0122,1_l.pdf determined by ASCE 7. Installation of this PTID_539___R1 I:___Mia.mi. Dac system in Windborne Debris zones requires 01.22-112.-pof impact resistance covering that complies to PTID_53.9_RI_I Mami.__Dac Section R301.2. Maximum Design Pressure 9.1. 7.02.pdf Rating is ±47 psf. See attached NOA 02- PTID_ 539_ R1_ I_ Miami Dac 0130.08. 0107._03.pdf. PTID 539 R1 I Miami Dac Q109._0l.pdf P --- _....—..._..---._._...._.__.__._ _.-- __ . ..................... .._...... _..... 0109.-N, pdf PTID 539 R1 I Miami Dac 0110_.02.pdf PTID 539 R1 I Miami Dac Q11Q.04.._pdf PTID 539 R1 I Miami Dac 011I..02.pdf http://www,.floridab,uilding.org/pr/pr�_app .aspx?papqMwGEVXQwtDqutaA6Az%2f... 7/8/2006 Florida Building Code Online Page � of 10 PTID 539 R1 .1 ---.._...._......__..___.__.___..__ I Miami Dac ..............-__......... - 0130..04..pdf PTID 539 R1 I Miami Dac 0130._05,_pdf PTID 539 R1 .........---..........__......._------. I Miami Dac __.................... 0130.O6,pdf PTID 533 RI I Mian -i Dac 0130..07..pdf PTID 539 R1 I Miami Dac 0130._08.pdf PTID 539 R1 I MiamiDac PTID 539 R1 I Miami Dat PTID 539 R1 _ I Miami Dac .........._.._...... 0130.-1.1_.-pdf PTID 539 R1 ..,._... —._.._..----.._.._.........._.... I Miami Dac ...... .... 0712..06,pdf PTID 9 R1 I Miami Dac 1022..14_._pd f PTID 539 RI I Miami Dac 1.2.1.1.-1-0.pdf PTID 539 R1 ............ _.... ....._....... I Miami Dac .._......................... 1.21.1,.11.pa PTID 539 F�.I I Miarr,i Dac 121.1..12..pdf PTID 539 RI I Miami Dac 121_1._13_.P__df PTID 539 R1I Miami Dac _.._......_ ............. 1211...15. pdf PTID 539 RI I Miami Dac PTID539 R1 ............._....._...__.._._...__........_.__ I Miami Dac ......... 1211-.17.pdf PTID 539 R1 .....___.__.....—_..-- _-- I Miami Dac .........._. __. ....................__.. 1211...18. pdf PTID 539 R1 __......_..._..-_--- -------- I Miami Dac —----- ........ .......... 1.211.1.9 .pdf PTID 539 R1 I Miami Dac 12.16.09,pdf PTID539 R1 I Miami Dac PTID 539 R1 I Miami Dac PTID 539 RI I Miami Dac 122.4,.05..pd.f PTID 539 R1 ____ ---------------.......... I Miami Dac _..._ ..._.. ._.......... 0312.01.p4f PTID 539 R1 I Miami Dac 0714._04.pdf PTID 539 R.1 I Miami Dac 07.1.4..05...pdf PTID 539 R1 I Miami Dac 1022...05.pdf i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqutaA6Az%2f... 7/8/2006 Florida Building Code Online Page 4 of 10 http://www.floridabuilding.org/pr/pr_app_dtLasr)x?param wGEVXQwtDqutaA6Az%2f... 7/8/2006: PTID 539 RI I Miami Dac .1022..06,pdf PTID 539 R.1 I Miami Dac ---- -- ---- 1025,05...pdf. PTIR-5-3.9. _R1. I Miami Gac 1025.06.pdf PTID 539 RI I Miami Dac fl25.df .....07,p...... Verified By: 539.2Fusion-crafted Wood OS, 8-4x8-0, Op. w/SL, OX: Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are . determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±50 psf. See attached NOA 02-0130.06 --] 539.3 Fusion -crafted Wood IS, 8-4x8-0, Op. w/SL, OXX Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where,. pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±50 psf. See attached NOA 02-0130.10 539.4 - ] Fusion -crafted Wood Ir 4x6-8, Full Lite, OXXC Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this 111 -1 http://www.floridabuilding.org/pr/pr_app_dtLasr)x?param wGEVXQwtDqutaA6Az%2f... 7/8/2006: Florida Building Code Online Page � of 10 system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±55 psf. See attached NOA 02-0130.09 539.5 Fusion -crafted Wood OS, 8-4x8-0, Full Lite, OXX( Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±47 psf. See attached NOA 02-0130.04 Fusion -crafted Wood IS, 8-4x6-8, Op. w/SL, OXX 1539.6 Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±65 psf. See attached NOA 02-0130.11 539.7 Fusion -crafted Wood OS, 8-4x6-8, Full Lite, OXX( Composite Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Instal lation'Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±55 psf. See attached NOA 02-0130.05 539.8 Fusion -crafted Wood OS, 8-4x6-8, Op. w/SL, OX; http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqutaA6Az%2f... 7/8/2006 Florida* Building Code Online Page � of 10 http-//www.flo.ridabuilding org/pr/pr_app _dtl,aspx?param=wGEVXQwtDoutaA6Az%2f.... 1[Composite II Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±65 psf. See attached NOA 02- 0130.07. 539.9 Steel, Steel Edge in Metal IS, 3-0x7-0, Opaque, X, HM Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where; pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is +80/-85 psf. See attached NOA 01-0122.12 539.10 -----]Steel, Steel Edge in Metal IS, 3-0x7-0, Opaque, X, Ad Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to, Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 70 psf. See attached NOA 01-0122.10 539.11 Steel, Steel Edge in Metal OS, 3-0x7-0, Opaque, X,.HP Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: http-//www.flo.ridabuilding org/pr/pr_app _dtl,aspx?param=wGEVXQwtDoutaA6Az%2f.... Florida Building Code Online Page 7 of 10 Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is +55/-55 psf. See attached NOA 01-0122.11 539.12 Steel, Steel Edge in Metal OS, 3-0x7-0, Opaque, X, Ac Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 70 psf. See attached NOA 01-0122.09 539.13--7 Steel, Steel Edge in Metal IS, 6-0x6-8, Opaque, XX, hi Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 55 psf. See attached NOA 01-0122.12 539.14Steel, Steel Edge in Metal OS, 6-0x6-8, Opaque, XX, F Fra Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are http://www.floridabuiIding.org/pr/pr app_dt1.aspx?param=wGEVXQwtDqutaA6Az%2f... 7/8/2006 Florida Building Code Online Page-$ of 10 determined by ASCE 7. This system meets the requirments for large missile. impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating fl,is f 55 psf. See attached NOA 01-0122.11 539.15 Steel, Steel Edge in Wood IS, 8-4x8-0, Op. w/SL, OXX Fra m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 47 psf. See attached NOA 02-0110.04 539.16 Steel, Steel Edge in Wood IS, 3-0x8-0, Opaque,_X Fra m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is +61/-65 psf. See attached NOA 02-1211.11 539.17 Steel, Steel Edge in Wood IS, 8-4x6-8, Full Lites, OXX1 Fra m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. Installation of this system in Windborne Debris zones requires impact resistance covering that complies to Section R301.2. Maximum Design Pressure Rating is ±43 psf. See attached NOA 02-0109.02 httpa/www, floridab_uildinq.orq/pr/pr app._dtl,aspx?param=wGEVXQwtDqutaA6Az%2f... 7/.8/2006: Florida Building Code Online Fage`q of 10 539.18 (Steel, Steel Edge in Wood ITIS, 3-0x6-8, Opaque, X Fra m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 80 psf. See attached NOA 02-1211.11 el, Steel Edge in Wood 539.19 rFr �r—,3-Ox8-0, Opaque, X m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is +61/-65 psf. See attached NOA 02-1211.13 539.20 Steel, Steel Edge in Woo�OS, 3-0x6-8, Opaque, X Fra m Limits of Use (See Other) Certification Agency Cert Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: This product meets rquirements, adhering to the Florida Building Code, including HVHZ, where, pressure requirements are determined by ASCE 7. This system meets the requirments for large missile impact in compliance to Section R301.2 of the Florida Building Code. Maximum Design Pressure Rating is f 80 psf. See attached NOA 02-1211.13 Go to Page http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqutaA6Az%2f... 7/8/2006