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BP-05-588Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/12/2005 Applicant: PARMER Owner: HEACOX JOB ADDRESS: 24 Contractor Local Phone: Parcel # 1121360040030 Signed: NE 111 (INSPECTOR) Building Permit Permit Number: BP2005 -588 HEACOX PARMER ST Contractor's Address: Page 1 of 1 Legal Description: COLLEGE HEIGHTS PB 42 -8 LOT 3 BLK 1 LOT SIZE 75.000 X 123 Fees: Description Amount FEE2005 -5905 Building Fee $100.00 FEE2005 -5906 CCF $0.60 FEE2005 -5908 Notary Fee $5.00 FEE2005 -5909 Training and Education Fee $0.20 FEE2005 -5910 Technology Fee $2.50 FEE2005 -5913 Scanning Fee $3.00 FEE2005 -5919 Submittal Fee ($50.00) Total Fees: $61.30 Total Fees: $61.30 Total Receipts: $0.00 P4,0 r 2�� Permit Status: APPROVED Permit Expiration: 10/22/2005 Construction Value: $260.00 Work: REPLACE FRONT DOOR In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 11,11 OCT 0 7 2005 MIA I SHORES VILLAGE Approved Correction Re -Insp' n Fee BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 1014105 Type Insp'n FiMl Tioir Y" Permit No. Pg' Name Hat COX Address 2 *1E 111 3T Company cI•tniw Phone # 3 Si ' /2 101 6lt Inspection Date BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circl Owner's Name (Fee Owner's Address Z't '. SA- City yr u State 'FC_ Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Job Address (where the work is being done) 11 4 N E t U. 54. Permit No. & Master Permit No. Plumbing Mechanical R Zip 331 t Phone # City Miami Shores Village County Miami -Dade Zip 53/1e 1 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi Phone # I Type of Work: ['Addition ['Alteration ['New . ,,Pr Repair/Replace ❑ Demolition Describe Work: '° La c e 170-4 ACI)e) f 36 5- S4-i( .A8 " ; State Certificate or. Registration No. Certificate of Competency No. Square Footage Of Work: * * ** * * * * * * * * ** * * * * * * * ** * * ** Fe *** *,* * * *** *,* * * *** * * * * * * ** * *** Submittal Fee $ oVe c/ ) Permit Fee $ A__. CCF $ a2 CO /CC Notary $ Training/Education Feejla a, a Technology Fee $ co Scanning $ 3 Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 6r. "()) Structural Plan Review. $ v f a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a roved and a reinspe i. n fee will be charged. Signatur NOTARY P chc 05/13/03 Owner or Agent Contractor The ." _oing instrument was ackn ledged before e this is, D The foregoing instrument was acknowledged before me this da . r ltuJ AK , by day of , 20 _ , by , who i ' ersonally known to me or who has produced Pt 1) who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 1 • i y,H. Goner -t' '4. Q . s• May 26, 2008 .. • ,•nP iR1 d TLi u My Commission Expires: APPLICATION APPROVED BY: * * * *it**** ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Signature as identification and who did take an oath. vilyt .' 1 t Pgsc8n * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * br — 2 a Plans Examiner Engineer Zoning • Was a owledged before me thisr. By t, Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT I A 6p.W'we ! being the legal property owner, for the property Located at: 2-q i I) TAl 51+o (--€ L. 31 1 Legally described as L C.T ' Si o 1 "D Coll } - Li h a ,s Do hereby petition the Village of Miami Shores to act as my own con ctor pursuant to the laws of the State of Florida, F.S. 489.103 (7),And I have read and understand the following disclosure Statement, which entitles me to' Vork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out-building. f You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk The foregoing instrument o has Produced as identification and who did take an oath: 4. nn bl. Gc;n: �. Ginn)! N . = Commission #DD32387 `1:; Expires: May 26, 20(M. Bonded Tiro Atlantic Bonding Co.. l.t.c c> Yr` 2 NE In 0:1 Book_ Alo-A BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 31725 Highway 97 North Chiioquin. 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 described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Wen "Gladiator" &'"Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S -2004, titled "Jeld -Wen Steel Outswing Woodedge Door Double and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01 /99 with revision on 11/08/02, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None 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 bf 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 # 99- 1007.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M. Eisen, P.E. MIAMI-DADE COUNTY FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIA!III, FLORIDA 33130 -1563 (305) 375 -2901 Fila (305) 375 -2908 NOA No 02- 1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3 & 3/3 4 HORIZONTAL CROSS SECTIONS. 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING j� /� ON REQUIREMENT IS NEEDED POSI11VE + 50.0 PSF NEGATIVE — 46.0 PSF JELD- WEN® STEEL GLADIATOR and ENEROYSAVER OUTSWING WOODEBGE STEEL DOOR WITH WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI —DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .3. PRODUCT ANCHORS SHALL. BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL 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 DOES MEET THE WATER REQUIREMENTS IN MIAMI -DADE COUNTY. Common to alt conditions R Door 1 eaf Construction: 24 ga. (0.021') minimum thickness, Peer Q18'7 minimum thickness stee commercial quality — AKDQ per ASTM 620 with yield strength Fy(ave ) =24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: Steel face sheets glued to expanded �ieri s ee' ' lumb and 0 wo�o lock l glockated reinforcement. Frame Construction: The head jambs and sidt jambs n e jolr�ted l a esurin 4.56 5 1.25 -. Thg ned ebd r and- slde p Jomb s are mortise buttx ed and j oi using (.3) 7/8" x 2" wire staples. The threshold used Is an aluminum outswing bumpface measuring 4.625 1". B 74.5 hfAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL DOUBLE DOOR ELEVATION ' 105.25" MAX. OVERALL WIDTH -- 21.8175 14" MAX. PANEL WIDTH 36 MAX. PANEL to — 68.5" MAX. OVERALL WIDTH 3 m WIDTH O �I 0 0 SINGLE DOOR WJSIDELITES ELEVATION 15.5" MAX. 37.5" FRAME WIDTH 1AAX. OVERALL WIDTH O 1 1■s v v o D SINGLE DOOR ELEVATION DOUBLE DOOR W /SIDELITFS ELEVATION GLAZED DOOR SHOWN FOR Cl,AR1W •F VIEW MEWED INTZR1OR) 6" MAX. D.LO. 19.625 MAX. D.LO. ▪ l it rr+de NuM. AmPhInco 02- I. 8 0 Z z 0 One 12/01/99 =E: N. T.S. DWG. an TJH - ciec sn RW DRAWING 1404 S -2004 SHEET 1 OF 7 • �C mega 0 0 FIXED ,EXTERIOR SEE NOTE #2 SHT. 7 .020" MIN. SKIN .75" GLASS THK. 0 00 r opp- OPERABLE MEMO M g • 1.75" MAX. PANEL THK.' .x g 0 • 0 0 • 0 U CD • .5" MIN. GLASS THK: oi N. VERTICAL CROSS- SECTION b e VERTICAL CROSS- SECTION SEE NOTE #1 SHT. 7 m .020" MIN. SKIN THK. • Z 1 0 a . h EXTERIOR .020 MIN. SKIN 1.75" MAX. PANEL THK. .5" MAX. GLASS THK. INTERIOR SEE NOTE #1 SHT. 7 OSS- SECTION o • g m PRODUCIIEVISED A101110111611No 02-12M.10 Thleffriga N x F- CC 0 Ch Z to _ W 0)) } z 0 CM 21 0 at w v a . xzx 000 EEE z F R. C � ( /� / / / BUILDINO COI•ISULTAN1 . INC. 813.684.3831 DATE: 12/01/99 mm.E:1 /2" = 1" DWG. BR TJH anc Br: RW WANING NO.: S -2004 OHM 2 OF 7 .25" MAX. SHIM i .•: •,►__ - : ,- 1.. •11•, v „„AN r 114P raim 0 1. 5" MIN. EMB. .15 MIN. COUNTERSINK gg ° Z cNi tn SEE NOTE #2 SHT. 7 HORIZONTAL CROSS SECTION AT IATCH JAMB TO BUCK,. TIP. • EXTERIOR tri INTERIOR NOTES: 1. SPACING FOR #18A 1" 2 1/2", 4 5 T BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE 12 #1 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2", 13", 18" & 26 ". SPACING FROM THE SAME. PLATE AND THE DEADBOLT PLATE TO THE # 8 x 2" LG. PHILLIPS FLATHEAD SCREW .15" MIN. COUNTERSINK AT HINGE JAMB TO BUCK. WP, 1.15 MIN. EMB. .25" MAX. SHIM THK. JELD -WEN, !NC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.782057 2 1 NO 142902 6/29/00 DATE KMN TJH BY GENERAL REVISION GENERAL REVISION REVISIONS PRODUCT: JELD —WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT PART OR ASSEMBLY: HORIZONTAL CROSSECTIONS 1/3, 2/3 & 3/3 BUILDING CONSULTANTS, INC. 813.684.3831 mon= was= Isesionwahaseheirs misomutrallite DM 12/01/99 sca.e1 /2e = 1" MG. BY: TJH CHIC BY: RW DRAWING N0: S -2004 SHEET .3 OF 7 Ammo 1.15" MIN. I _ EMB. m0 • 4 :s. .15 MIN. - COUNTERSINK ,i114 d a il W ^ a z u) EXTERIOR .25" MAX. - SHIM THK. n '- SEE NOTE #1 SHT. 4 SEE NOTE #1 SHT. 7 1 - HORIZONTAL. CROSS SECTION 4 AT SIDELITE TO BUCK. Tr, .EXTERIOR RO 0 ® © O litiliir 0 r y grip- o i� , ,�,. e Aryl 0 HINGE JAMB. TYP. .15 "M COUNTERSINK SEE NOTE #1 0 0 0 m ss‘,,, s‘,4 I • feiri -' : 14 111: 11 1. 0 0 ® © 0 SEE NOTE #1 SHT. 7 SEE NOTE #1 SHT. 4 NOTES: 1. SPACING FOR ATTACH THE JAMB IS AS DOWN 6" & BOTTOM UP L .15" MIN. COUNTERSINK ITEM #33, WHEN USED TO SIDELITE TO THE SIDELITE FOLLOWS; FROM THE TOP 30 ". THE SPACING FROM THE IS THE SAME - _ 2 —a SEE NOTE #1 SHT. 7 AT SIDELITE TO LATCH JAMB. TYP, JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 2 1 NO 11/08/02 fi 29.00 DATE REVISIONS GENERAL REVISION GENERAL REVISION PRODUCT: JELD -WEN STEEL OUTSWING WOODEDGE DOOR DOUBLE & SINGLE UNIT TJH T PART OR ASSEMBLY: BY HORIZONTAL L CROSSE TIONS 1/4 2/4 & 3/4 BUILDING CONSULTANTS, INC. 813.684.3831 DATE: 12/01/99 scam 1/2" _ Om. TJH CHK. BY: RW DRAWING NO.: S -2004 SHEET 4 OF 7- i SINGLE DOOR ANCHORING LOCATIONS DETAIL "F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS - SHOWN. DETAIL "G" HINGE DETAIL 7 - SEE DETAIL F"' DOUBLE DOOR W /SIDELITES ANCHORING LOCATIONS 8 N 0 1 1 g 0 z z z 0 rn v v CONSULTANTS. INC 813.884.3831 Dm 12/01/99 SCALE: N.T.S. DWG. BY TJH cwt BT: RW DRAWIIW NO. S -2004 SHEET 5 OF 7 SEE DETAIL °G SHEET 5 11— 0 11-D • -11 0 0 DOUBLE DOOR ANCHORING LOCATIQNS 36.0 MAX. PANEL WIDTH SEE DETAIL f SHEET 5 • 3 :BO 00 GLAZED DOOR MODELS f 0 0 0 4° 4 SIDELITE MODELS 15.25 MAX. PANEL WIDTH 4 PRODUCT REVISED inearprylog awOod. Ne[4nYr Akaxptiatee Dale Sae a a ti Ns. Cs e am N Z BUILOINO CONSU LTANTS. INC. 813.884.3831 z 0 TO Dm 12/01/99 Se LE N.T.S. DWG. Br: TJH cHK. ere RW DIMINO NO.: S -2004 sNar 6 of 7 -@ TYP. 1C)1 i ® ® ®I 1 1 ® i 1YP. 1Q1 SEE DETAIL °G SHEET 5 11— 0 11-D • -11 0 0 DOUBLE DOOR ANCHORING LOCATIQNS 36.0 MAX. PANEL WIDTH SEE DETAIL f SHEET 5 • 3 :BO 00 GLAZED DOOR MODELS f 0 0 0 4° 4 SIDELITE MODELS 15.25 MAX. PANEL WIDTH 4 PRODUCT REVISED inearprylog awOod. Ne[4nYr Akaxptiatee Dale Sae a a ti Ns. Cs e am N Z BUILOINO CONSU LTANTS. INC. 813.884.3831 z 0 TO Dm 12/01/99 Se LE N.T.S. DWG. Br: TJH cHK. ere RW DIMINO NO.: S -2004 sNar 6 of 7 EXTERIOR INTERIOR EXTERIOR, 0 SEE NOTE #2 .5" GLASS BITE SEE NOTE #1 GLAZING DETAIL. FUL LITE & SIDELITE .5" GLASS BITE GLAZING DETAIL VENT LITE .25" STEEL SPACER .5" STEEL SPACER .125" INSULATED ( TEMPERED GLASS in 0 .25" AIR SPACE .125 INSULATED TEMPERED GLASS .125" INSULATED TEMPERED GLASS .5" AIR SPACE %. .125" INSULATED in l TEMPERED GLASS n Item 2 3 4 5 6 7 7A 79 10 11 12 1.3 14 15 16 17 18 18A 19 20 21 22 23 24 25 26 27 28 29 30 .31 .32 34 DESCRIPTION HINGE JAMB (1 1/4" x 4 1 12") HEAD JAMB (1 1/4" x 4 1/2") 4" x 4" BUTT HINGE 12GA. (.097" MIN) 9 x 1' PHILIPS FLATHEAD WOOD SCREW (HINGE TO FRAME) 8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW 110 X 2 PHILLIPS FLATHEAD WOOD SCREW (TINGE TO BUCK) 1/4" TAPCON x 2 1/8" FOR DOORS & 2 1/2" FOR SIDELITES ITW BUILDEX TAPCON (NOA 1 96- 1226.03) OR ELCO TAPCON (NOA 1 97- 0731.15 BUMPER THRESHOLD (1 1/4"x4 5 8 x5/8" ) COMPRESSION WEATHERSTRIP Q -LON QDS -650 EXTRUDED ASTRAGAL (IMPERIAL IANH) #9 x 1' PHILLIPS FLATHEAD WOOD SCREW.. " FACE SHEET 24GA. GALVANIZED .021 MIN. FACE SHEET 250A. GALVANIZED .018" MIN. TOP RAIL (1.67" x 1.042) BOTTOM RAIL (1.67 x 1.0651 SIDE STILE (1.067" 1,065 ") ASTRAGAL THROW BOLT 0.31" x 19.25 L. 18 x 1/2 L. TYPE "AB" PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL. ATTACHED/W 8 -16 X 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 Ibs. /cu. ft. MIN. DENSITY) 1/4" MAX. SHIMS WOOD LOCK REINFORCEMENT FULL LITE & SIDELITE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED EMPERED GLASS LATCH JAMB (1 1/4" x 4 1/12) /8 x 1 1/2" TEK SCREW (LITE FRAME) VENT LITE FRAME ODL POLY PROPOLENE 3 4" OVERALL INSWATED TEMPERED MASS (VENT 1.11E PANELS) 8 x 2 PHILLIPS FLATHEAD WOOD SCREW BLANK JAMB (1 1/4" x 4 1/12") Material WOOD WOOD STEEL STEEL STEEL STEEL S TEEL STEEL STEEL ALUMINUM ALUMINUM STEEL GALV. STEEL WOOD WOOD WOOD STEEL STEEL STEEL CONC. WOOD WOOD WOOD GLASS WOOD STEEL GLASS STEEL WOOD NOTES: 1. SPACING FOR ITEM #30 (18 x 1 1/2" TEK SCREW) 1S AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL LITES (3) SCREWS 3" IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25 13.75". 26.5". 39.375 52.0" AND 62.625 ". 2. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) 15 AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES; 3.25 FROM TOP CORNER & (. MORE AT 10.375 ° . F oz 802 H $ o 6 q a M E oe 0 iN g a Lu z ur z 0 it BUILDING CONSULTANTS. INC. 813.684.3831 WE 12/01/99 SCALE N.T.S. DWG. Br: _ TJH cux. BY: RW DW1WN N0.: S -2004 Se' 7 o 7