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WS-16-1566 (2)JUL 0 5 2016 MARINO ENTRY 1046 N.E. 94TH STREET 1V1lIAMI SHORES, FL STRUCTURAL CALCULATION Rumiano, Architect AR -017106 .. ... . . . . . .00 • . ....... • • . . • . . • .. ... .. . .... ••. . .. . .... ... • . • . . • 0" 0 • • . . • . . • 00 0• E • .•• • •• .. . • • •• •• .. • • i 0 0 • • • • • PROJECT: MARINO ENTRY 1066 N.E. 94TH STREET MIAMI SHORES, FL STRU INDEX: PAGE: 1- Steel Column and Steel Beam Design ............................... 1 2- Wind pressures.......................................................... 2,3 Mario Rumiano, Architect AR -017106 ...... . . .. .. . ......... . .. . .... ... pb .... :. . .... . m j 6.0 k�o E"Arti . 06WA,% 'b"Orc-v �4 'AOA uko"A` �o��Grn ) i to i 4 `'14"h -�Awc "I 1`Yb;trn Jima pve�i�FQAY Y SO Amy S,1�1 c ` = 2,1� x 5o ; 109 40 I v©'M C—�1CG1► LG 9 /oc�v�.+v� tJj�ce .5,K IX ` ts/ �4 2 CW 2 - 3`4 k s�} C�bLu, l»Qna�t � Q�nne �� i 1 C� RMI��9 �� s v\ %�` VIWA ' kPA,j 6.44q t 000 i �•• o-l�•�`�;��'•��I{�c� :0 0 .. . . 1 .. .. ... . C.. .. . . . . . . • • . . • . . • Soo 0. ... Or 0.0 . . . . . . . . . . i i O MecaWind Pro v2.2.7.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/23/2016 Project No. Company Name Designed By Address Description Marino Entry City Customer Name State Proj Location 1066 NE 94th Stree Miami Shore File Location: C:\Data\APROYECTOS\Mario Rumiano\2016\Marino Entry\Design\Marino Entry.wnd Directional Procedure Simplified DiIphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A- Flexible Structure = No Importance Factor = 1.00 Rd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Em = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 4.316 : 12 Slope of Roof(Theta) = 19.78 Deg h: Mean Roof Ht = 11.74 ft Type of Roof = GABLED RHt: Ridge Ht = 14.97 ft Eht: Eave Height = 8.50 ft OH: Roof Overhang at Eave .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 82.00 ft Bldg Width Across Ridge= 36.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.04 ft lzm: Cc*(33/Zm)^0.167 II = 0.19 Lzm: 1*(Zm/33)^Epsilon i = 535.87 ft Q: (1/(1+0.63*((B+Ht)/Lzm)"01.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z): Topographic factor!at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2:V * [Kzt(0.33*z)1"0.5 = 175.00 mph i Wind Pressure on Components and Cladding (Ch 30 Part 1) Roof not p 1 1 1 �1lQSt 11 r1J 5 € 1 1 I 1 J C 1 j I r 4,1 iF i - -r ••• • • • • • • 1 1 1 �1 tts r • • E� • • Gable Roof 7 8 All pressures shown are•besed • i Alpen l Qet�gT, •wi9th:a load Factor of .6 00 • • Width of Pressure Coefficient Zone "a" _ = 3.60 ft s i 0 Description Width Span ft ft -------------------------------- New Door (Zone -4) 3.17 7.5 Khcc:Comp. & Clad. Table 6-3 Cas Qhcc:.00256*V^2*Khcc*Kht*Kd Area Zone Max Min Max P Min P ft ^2 GCp GCp psf psf -------------------------------------- 23.8 4 0.93 -1.03 45.87 -49.99 al 1 = 1.03 1 = 41.19 psf • •.• • • • • • • • • • • • • • • •• • • •• • • • • • • •• 1 • • • • • • 000 Or • • • • • Y • Title Block Line 1 i Title : Job # You can change this area Dsgnr: l� using the 'Settings' menu item Project Desc.: and then using the 'Printing & Project Notes: Title Block' selection. Max. Y -Y Deflection Distance Title Block Line 6 Printed: 23 JUN 2016, 9:19RA Steel Column 26 in 3.775 ft Steel Section Properties : ENERCALC, INC. ISD201 1, Build:6.11,6.23,Ver.6.11.6.23 : • *o • • Description: Steel Column .. ... .• . E General Information Calculations per AISC 360-05, ASCE 7-05 Steel Section Name: HSS6X2X3/16 Overall Column Height 7.50 ft Analysis Method: 2006 IBC & ASCE 7-05 Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade • • • • • • .. . . ..... Fy : Steel Yield 36.0 ksi ! Brace condition for deflection (buckling) along columns: E :Elastic Bending Modulus 29,000.0 ksi X -X (width) axis: Unbraced Length for X -X Axis buckling = 7.5 ft, K =1.0 Load Combination :Allowable Stress Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 7.5 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 70.692 lbs' Dead Load Factor I BENDING LOADS ... Wind: Lat. Uniform Load creating Mx -x, W = 0.1090 k/ft DESIGN SUMMARY 1 Bending & Shear Check Results j PASS Max. Axial+Bending Stress Ratio = 1 0.09432: 1 Maximum SERVICE Load Reactions . . Load Combination +D+W+H Top along X -X 0.0 k Location of max.above base 3.725 ft Bottom along X -X 0.0 k At maximum location values are ... Top along Y -Y 0.4088 k Pu: Axial 0.07069 k Bottom along Y -Y 0.4088 k Pn I Omega: Allowable 30.183 k Mu -x: Applied Maximum SERVICE Load Deflections ... -0.7664 k -ft Mn -x I Omega: Allowable 8.228 k -ft Along Y -Y -0.02576 in at 3.775ft above base for load combination :W Only Mu -y :Applied 0.0 k -ft Mn -y/ Omega: Allowable 3.719 k -ft Along X -X 0.0 in at O.Oft above base for load combination PASS Maximum Shear Stress Ratio = 0.01658 : 1 Load Combination +D+W+H Location of max.above base ! 0.0 ft At maximum location values are ... Vu: Applied 0.4088 k Vn I Omega: Allowable 24.657 k Load Combination Results Maximum Axial +Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio 1 Status Location Stress Ratio Status Location +D+W+H 0.094 1 PASS 3.72 ft 0.017 PASS 0.00 ft +D+0.750Lr+0.750L+0.750W+H 0.071 PASS 3.72 ft 0.012 PASS 0.00 ft +D+0.750L+0.750S+0.750W+H 0.071 I PASS 3.72 ft 0.012 PASS 0.00 ft +0.60D+W+H 0.094 j PASS 3.72 ft 0.017 PASS 0.00 ft Maximum Reactions - Unfactored ; Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base W Only I k • 0.409 -0.409 k k Maximum Deflections for Load Combinations • Unfactdred Loads • • • Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance W Only 0.000 • • • O.QOO�t •' • 0 . . . . 26 in 3.775 ft Steel Section Properties : HSS6X2X3116 ' . .: . • : : : • *o • • .. ... .• . E . . .. • • • • • • • • • • .. . . ..... . .. i • • • • • • • • • • Title Block Line 1 You carti change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 YCg = 0.000 in Title : Job # Dsgnr: Project Desc.: Project Notes: Ixx i = Steel Column S xx j = ,�;.. Description : Steel Column R xx = 2.010 in Steel Section Properties : HSS6X2X3116 Depth = 6.000 in Web Thick = 0.000 in Flange Width = 2.000 in Flange Thick = 0.187 in Area = 2.580 in"2 Weight = 9.426 plf YCg = 0.000 in Title : Job # Dsgnr: Project Desc.: Project Notes: Ixx i = 10.50 in"4 S xx j = 3.49 in A3 R xx = 2.010 in I yy { = 1.800 in"4 S yy= 1.800 in "3 R yy i i I I = 0.836 in Printed: 23 JUN 2016, MPM INC. 1983.2011, Bulld:6.11.6.23. Ver:6.11.6.23 M -x Loads r " x Loads are total entered value. Arrows do not reflect absolute direction. i •• ••i • • • • • •• •• ••• •• • • • •• •• • • •• • • • • • • s 00 00 0 I Title Block Line 1 You this Title : Dsgnr: Job # �, cah change area Section used for this span V using the'Settings" menu item Project Desc.: 11.427 and then using the "Printing i£ Project Notes +-D+W,+H Title Block" selection. 3.358ft Location of maximum on span Title Block Line 6 Span # where maximum occurs Printed: 23 JUN 2016.9:30PM Steel Beam 0.000 in Ratio= 0 <360 0.008 in Ratio= 8073 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6:11.6.23 0 <180 .. MZJ,.._. Description: Steel Beam 0.012 Overall Maximum Deflections Material Properties 34.25 Calculationsr er AISC 360.05 ASCE 7.05 .Analysis Method: Allowable Stress Design Fy : Steel Yield: 50.0 ksi Beam Gracing: Completely Unbraced E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 I W(0.409) i W(0.409) Loads Load(s) for Span Number 1 Point Load: W = 0.4090 k (aD 4.330 ft, (Wind) Point Load: W = 0,4090 k 001.0 ft, (Wind) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span H Mu : Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 5.330 ft HSSGX2X3/16 Service loads entered. Load Factors will be applied for calculations. 0.036: 1 Maximum Shear Stress Ratio = 2X3116 M Section used for this span 0.409 k -ft Vu : Applied 11.427 k -ft Vn/Omega : Allowable +-D+W,+H Load Combination 3.358ft Location of maximum on span Span # 1 Span # where maximum occurs 0.0100 in Ratio= 0 <360 0.000 in Ratio= 0 <360 0.008 in Ratio= 8073 0.000 in Ratio= 1 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V +&;W -+H Vnx Vnx/Omega Dsgn. L = 5.33 ft 1 0.036 0.012 +D+0.750Lr+0.750L+0.750W+H 57.19 34.25 Dsgn. L = 5.33 ft 1 0.027 0.009 +D+0.750L+0.750S+0.750W+H 57.19 34.25 Dsgn. L = 5.33 ft 1 0.027 0.009 +0.60D+W+H 57.19 34.25 Dsgn. L = 5.33 It 1 0.036 0.012 Overall Maximum Deflections • Unfactored Loads + Mmax - Ma - Max 0.41 0.31 0.31 0,41 0.012 : 1 HSSGX2X3/16 0.4090 k 34.246 k +D+W+H 0.000 ft Span # 1 int Values Summary of Shear Values Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 19.08 11.43 1.00 1.00 0.41 57.19 34.25 19.08 11.43 1.00 1.00 0.31 57.19 34.25 19.08 11.43 1.00 1.00 0.31 57.19 34.25 19.08 11.43 1.00 1.00 0.41 57.19 34.25 Load Combination Span Max."-' Defl Location in Span Load Combination Max. "+" DO Location in Span 1 0.0000 • 1 2.000• . 0.0000 0.000 Vertical Reactions - Unfactore_d_ ; : '.; Sup$o4oJtio:: Far left is #1 Values in KIPS Load Combination Support 1 SuppomZ •, • . • . • • • Overall MAXimum 0.409 0. W Only 0.409 0.409 • ••• • • • • •• • • •• • • • • • • •• • I ••• • ••• • • • • • • • • • • • P M 1 A M I-DADE MIAMI -DARE COUNTY, FLORIDA _ METRO -DADS FLAGLER BUILDING' BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Therma-Tru Corporation • • .. 108 Mutzfeld Road • Butler, IN 46721 • ; •; • . SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the use of ciM»tion tjiateriUs.00 The documentation submitted has been reviewed by Miami -Dade County Product Control I3iwision andaccepted bY the Board of Rules and A -ale (BORA) to be used in Miami Dade County and other awe 6where all-&PA'bv P ...... the Authority Having Jurisdiction (AHI). ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade �ougX Pro&wt •control • • • • • Division (In Miami Dade County) and/or the A1 -IJ (in areas other than Miami Dade Co&4$ itserve t)e right to ....: have this product or material tested for quality assurance purposes. If this product or material fails t6 atm in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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: Premium Series 810 Outswing W/E Opaque Insulated Steel Door w/Sidelites APPROVAL DOCUMENT: Drawing No. S-2346, titled "Premium Series w & w/o Sidelites up to 8-0 x 8-4 . Outswing Unit", sheets 1 through 9 of 9, dated 7/17/03 with revision #1 dated 9/29/03, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., 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 Missile Impact Resistant (Doors only) 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. 4=` INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactdreor its distributors and shall be available for inspection at the job site at the request of the Building Official.4.> . This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval.document mentiofted above. i The submitted documentation was reviewed by Manuel Perez, P.E. 7+. • . NOA No 03-0818.01 { Expiration Date: December 18, 2008 Approval Date: December 18, 2003 Page 1 Therma-Tru Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Goes 2. Drawing No. S-2346, titled "Premium Series w & w/o Sidelites up to. 8;0 x 8-4...' Outswing Unit", sheets 1 through 9 of 9, dated 7/17/03 with revisi8h #t dated • ; •; **00* *b prepared by RW Building Consultants, Inc., signed and 6g*.Z Eby • Lyndon F. Schmidt, P.E. . • • B. TESTS: •': ": • • 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202-94 ' • • • 2) Uniform Static Air Pressure Test, Loading perYBC YAS 202A4 3) Water Resistance Test, per FBC TAS 202-94 ; • • • ' • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • 6) Forced Entry Test, per FBC TAS 202-94. along with installation diagram of a steel entrance door and sidelights prepared by ETC Laboratories. test report No. ETC -01-741-11210.0 dated April 23, 2003 signed and sealed by Mark D. Passero, P.E. C. CALCULATIONS 1. Anchor calculations dated 4/21/03 prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300-98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test report on "Standard Test Method for Surface Burning Characteristics of Buiding Materials", per ASTM E84 -00a forflame spread and smoke development of Therma-Tru Corporation Construction Series Insulated Steel Door Panel, conducted by Omega Point Laboratories, Test Report No. 15427-107362, dated August 28, 2000. 2. Notice of Acceptance No. 01-1120.08 issued to Therma-Tru Corporation for their "Therma-Tru Series BTS, TCM,. PVC, SMC Lite Frames, approved on 01/18/02 and expiring on 01/18/07. Man el a P.E. Product Co4& Examiner NOA No 03-0818.01 Expiration Date: December 18, 2008 Approval Date: December 18, 2003 E-1 Therma-Tru Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and of no financial interest, dated April 21, 2cw,. signed and sealed b Lyndon F. Schmidt P.E. 00.00 • Sn Y Yn .. 2. Statement letter of no financial interest, dated March 12, 2003, signed lid Steye ; • 0000.. . • 000 *0. Jasperson, Project Scientist, Therma-Tru Corporation. ., • • • • • • 0 0 . 00000• �• 0 �....: :00 G. OTHER • • • • .. 000 0 . 0000.. • • 1. None. • 0 0 0000. 0000 0000 0000.. .00.0. 0 0 • . 0 0 •00..0 0000.. •• • .. , 0000.. 00 Manuel Pere Product Control r NOA No 03-0FP Expiration Date: December 18, 2008 Approval Date: December 18, 2003 E-2 THERMA-TRU CORPORATION 108 MUTZFELD ROAP R E M I U M D BUTLER, INDIANA S E R I1ESH (260) 868-5811 OUTSWING WOOD EDGE STEEL DOOR UP TO 8'0x8'4 W/& W10 SIDELITES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HVHZ FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND BE REVIEWED BY BUILDING OFFICIAL. 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. DESIGNED PRESSURE RATING SEE TABLE BENEATH ELEVATIONS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES" WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE DESIGN PRESSURES LISTED BELOW. . 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626 OF THE FLORIDA BUILDING CODE AT SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Ffi_& J J F-- T _ X LOJ IHI �Q 1Z e 26cut- (6 • rn�a • °' r r X 0 X O DESIGN PRESSURES DESIGN PRESSURES -60.0-PSF ' + 60.0 PSF J -60.0 PSF 105.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH 15.5" MAX. 13.9375" MAX. IN/ASTRAGAL FRAME WIDTH WIDTH r n h I- D.L.O. WIDTH w lil fel W1791 LI IiJ III �J x x DESIGN PRESSURES + 60.0 PSF / -60.0 PSF ALL MODELS ARE VIEWED FROM INTERIOR 0 x _ x 0 DESIGN PRESSURES + 60.0 PSF J -60.0 PSF u complying with the TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 6 ANCHORING LOCATIONS & DETAILS 2 DOOR PANEL & FRAME CONSTRUCTION 7 ANCHORING LOCATIONS & G1 I G DETAILS 3 VERTICAL CROSS SECTIONS -8- UNIT COMPONENTS 4 HORIZONTAL CROSS SECTIONS 9 UNIT COMPONENTS & BILL OF MATERIALS 5 HORIZONTAL CROSS SECTIONS & NOTES � sdo, °�= ALL MODELS ARE VIEWED FROM INTERIOR 0 x _ x 0 DESIGN PRESSURES + 60.0 PSF J -60.0 PSF u complying with the DATE: 7/17/03 SCALE: N. T. S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 OF • • 0000.. 0 u 0 0 • lit • r g W W; w M O Z Z M 0 jLL1cd c 4n a o Z � W a tj rn ° N °oto . o a to _a NSM oa E i0ap Pp v UN •• a 0 xZ m -S � sdo, °�= (n 3 f+�3 x a� DATE: 7/17/03 SCALE: N. T. S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 OF • • 0000.. • lit • •� •pt • ...3 jLL1cd az (*1 cra�cro M W (n f+�3 x a� 00 a d . DATE: 7/17/03 SCALE: N. T. S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 OF • • 0000.. ..D AND EACH DOOR EDGES ARE LATCH )E). THE TOP RAIL BOTTOM �ERFED TO STILES AND :E SHEETS. THE TOP OF -TINGES. THE ASURING )M THE TOP 5" CROWN x 2.0" ga. WIRE STAPLE FRAME CONSTRUCTION THE DOOR FRAME AND SIDELITE FRAME HEAD JAMBS AND SIDE JAMBS ARE FINGER JOINTED PINE MEASURING 4.5625" x 1.25". THE HEAD JAMBS AND SIDE JAMBS ARE FINGER JOINTED PINE MEASURING 4.5625" x 1.25". THE HEAD JAMB AND SIDE JAMBS ARE MORTISED, BUTTED AND JOINED USING (3) 0.5" CROWN x 2.0" 16 ga. WIRE STAPLES AT EACH END.THE FOLLOWING THRESHOLDS WERE TESTED. THERMA-TRU ALUM OUT -SWING BUMP AND THERMA TRU ALUM. HIGH DAM BUMP. MEASURING 4.625" x .837" AND ATTACHED TO THE JAMB WITH (2) 0.5" CROWN x 2.5" 16ga. WIRE STAPLES AT EACH END. THE FRAME WAS AFFIXED WITH AN ADD-ON HIGH DAM SILL THAT INCREASED THE HEIGHT OF THE ORIGINAL BUMP THRESHOLD TO 1.875" AT THE INNER MOST PLANE OF THE FRAME SYSTEM. Approved as complying with she V) 0 rA � M cro 0 N �W M to W 0 M p 2 Z 0 c z n w c W Bina J �tD z C) o El 0V) O S to 0 vcz°mc 9m= Q 0 t C m a a i° ci 'r o, . . , z 0A wOr •• •¢ m �'o CE iij ('OFLU A •L DATE: 7/17/0-1 SCALE: N. T. S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 SHEET 2 OF 0000.. 0000•• 0000•• 06 d v v •4 m e• e e x- 4 D ►n W de d' C e : o to W e e 4a eD e' e 16 z c� w z W J DE 0 to M 7 8 INTERIOR 1.68" MIN. PANEL THK. 8 7 z 19 �W CoL N W 41 4 d e s. d " ° -4 a 4' V 4 ._ d 4 A. - 17 20 Q'. O:'' .o 16 O M OZ O Z M O z LATEX CAULK iU) USED TO SEAL `y 0••O -O FROM ELEMENI z Y o 6 IT CAULK -0., QQ USED TO SEAL O" O0 7 5 ` O ©. 0' 1.68" MIN. .Q it U-) Z z ry= x PANEL THK. 34 Q w z = c� ° _ O SEE NOTE z 1 SHT. 5 Q QLJL EXTERIOR LLJ o 0..'0. 6:. 1- X Q � 0. �•.O N a� SEE NOTE rn O I J W • z a 0. 6 = .0 - 0- �° • • Sb o 4, N O o _.�.° z 0-0 \(D 61 w .. 0 o O .cn L;2 -.'0... - . WZ3 tn ..(n,1-- :o Q. o' :� Off. • •• 5 O O EXTERIOR 14 1 VERTICAL CROSS SECTION 3 DOOR PANEL W/ LOW PROFILE BUMP THRESHOLD >c 16 O M OZ O Z M O z LATEX CAULK iU) USED TO SEAL `y l 3 Q, :: -'0 FROM ELEMENI z Y 2 :: O. IT CAULK .0 O QQ USED TO SEAL Vn Is 7 5 ` 33 ° 1.68" MIN. .Q it U-) Z z ry= x PANEL THK. 34 Q w z = c� ° _ O SEE NOTE z 1 SHT. 5 A o N Q J EXTERIOR .5" MIN. GLASS THK. INTERIOR M 0 m d .a •4 v v d e' uiW b 4"4 aM ._Z v e dea.d. cm O 4 N65 M v o o 4 -94 O LO N o a a o. r - a rVERTICAL CROSS SECTION 3 SIDELITE PANEL OUTSWING 7 8 1.68" MIN. PANEL THK. INTERIOR 16 O M OZ O Z M O z W rz/ N � 20 �.. 0 . a X U I O. IT CAULK W QQ USED TO SEAL Vn Is 7 5 t (/) N l\ S $ 0MW O m it U-) Z z ry= x _ U `g z 13 � I U w z = c� w i z Q QLJL LLJ o -j w > X Q � 2 N a� SEE NOTE rn u0 8 SHT. 5 I rn 4 -94 O LO N o a a o. r - a rVERTICAL CROSS SECTION 3 SIDELITE PANEL OUTSWING 7 8 1.68" MIN. PANEL THK. INTERIOR 16 O M OZ O Z M O z a n p g' w 5 N � 20 �.. 0 . a z O. IT CAULK W USED TO SEAL Vn Is 7 5 FROM ELEMENT N l\ $ 0MW O m 4 -94 O LO N o a a o. r - a rVERTICAL CROSS SECTION 3 SIDELITE PANEL OUTSWING 7 8 1.68" MIN. PANEL THK. INTERIOR Z :O O' :. 0 N z W W Z ve. 14 V) d •� ° W d a ° 4 W ,. ' .G . o A a' 4 d O ° e° .9 Li v Q d P7 O W r3 VERTICAL CROSS SECTION civ o 3 DOOR PANEL W/ HIGH DAM THRESHOLD a, OUTSWING r. DATE: 7117103 Approved as complying with the SCALE: N.T.S. Florida Buiciia Code DWG. BY: ROF Date � CHK. BY: TJH PfflA#1 Mind Dade Product trot DRAWING NO.: S-2346 SHEET 3 OF 9 16 O M OZ O Z M O z a n p g' w a 17 u a00 a ° J aD 7 5 20 $ 0MW O m UN -• O O a X Z m o 4 c O c a t a o O o "` r c maCacoc°� w' 2 a� ...0-.0 . Q 6 = �~• �° • • Sb o 4, .ate _ _.�.° z _ (3�Q O w .. :. .cn z WZ3 tn ..(n,1-- Off. • •• • oZD ••cam O O EXTERIOR .. V .. wo I •40 � . o •O O.- ••x •V �• o O O. L0 N �00ix p > a (146.6 • _� a o 0 0 0 1 I� M Z :O O' :. 0 N z W W Z ve. 14 V) d •� ° W d a ° 4 W ,. ' .G . o A a' 4 d O ° e° .9 Li v Q d P7 O W r3 VERTICAL CROSS SECTION civ o 3 DOOR PANEL W/ HIGH DAM THRESHOLD a, OUTSWING r. DATE: 7117103 Approved as complying with the SCALE: N.T.S. Florida Buiciia Code DWG. BY: ROF Date � CHK. BY: TJH PfflA#1 Mind Dade Product trot DRAWING NO.: S-2346 SHEET 3 OF 9 ASTRAGAL RETAINER (2) BOLTS 17.0" LG. TOP & (2) BOLTS 8.0" LG. AT BOTTOM 6 a � 1 oo to Z a n 6 O 4 p O. O. O INACTIVE SEE NOTE 2 SHT. 5 . f. 3 D24 INTERIOR 1 HORIZONTAL CROSS SECTION 4 @ ASTRAGAL OUTSWING _ 1.15" MIN. EMB. 25" MAX. SHIM i 5" MIN. C—SINK 12 SEE NOTE 5 HT. 5 EXT RI R o :0 O O..O O ►NTERIOR �z 6 35 29 41 17 ca ZSE 00 1 SHT. 5 3 HORIZONTAL CROSS SECTION 4 ® SIDELITE TO BUCK OUTSWING 18 J (02 Q o. O O O.• o O 8•, O•, 0, ACTIVE 38 EXTERIOR INTERIOR 0 SEE NOTE 7 SHT. 5 37 SEE NOTE 5 SHT. 5 i 12 Z SEE NOTE 1 SHT.5 HORIZONTAL CROSS SECTION 4 ® HINGE JAMB TO SIDELITE OUTSWING Approved as Florida Ovid M O A � V M T `0,D0 m �w In W n h Z a ZM p C Z n m O a 0 Q rn w N 0 j O O O O m>ri of u r O U N O O O O G x Z m O j Om C v :C0 J O L V w mma �ti -.i'' O �i • �W .. .•moi• -3 0ck Z3 o .. ..�gooCo �Ck: 3ooc 0 . o0 • cr a DATE: 7117102 with the SCALE.' N.T.S. nol n.. DWQ BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 SHEET 4 OF 9 .25" MAX. SHIM SPAC 1 12 //@p 7 0 EXTERIOR 17 . ° 15" MIN. ° C -SINK 1.15" MIN. EMBED. 18 38 NOTES: 1. SPACING FOR ITEM #29 & #41 (LITE FRAME SCREWS) IS AS FOLLOWS: FROM THE TOP DOWN ON SIDES; 2.625", 18.0", 33.25", 48.5" 63.875" & 79.125". THERE IS (1) SCREW BOTH TOP AND BOTTOM AT 2.625" IN FROM BOTH CORNERS. 2. SPACING FOR ITEM #27 #8 x I" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE BOTTOM UP AND TOP DOWN 1", 3", 5 18.25", 54.0", 77.0 90.25" AND 94.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 1/2" CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 1/2" CROWN x 2.5" STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH ITEM #12 #10 x 2" PH.F.H. WOOD SCREW AT 6" DOWN FROM EACH CORNER AND A MAX. OF 12" O.C. ON THE SIDE JAMBS ONLY. 6. SPACING FOR ITEM #13, A #8 x 2 1/2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE EQUALLY SPACED. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM # 12 A # 10 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM #37 A #10 x 1 3/4" SCREW. 8. ITEM #39, THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. LATCH JAMB TO BUCK, SEE NOTE 1 SHT. 5 HINGE JAMB TO BUCK, 1.15" MIN. EMBED. DOTE 6 SHT. 5 .25" MAX. SHIM SPACE SEE NOTE 7 SHT. 5 0 STRIKE JAMB TO SIDELITE Approved as ir7 ma 1aaid BY. with file 0000 • 0000 • *oat s. Q•d J m Z ¢'Zvwi DATE: 7/17/0-' SCALE: N.T.S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 Iy U ISHEEr 5 OF 9 ' 0000.. • 0000•• 0000.. 0000• 0000. 0000.. 0000.. 0000•• .a: . •• a ••cam P •�4-' cnw • • NOTE:...•••� FOR CROSS SECTION ORIENTATION ..' • •ujzz SEE ELEVATIONS ON SHEET 1 OF 9.... • Q3 w 00z QTFI 0 STRIKE JAMB TO SIDELITE Approved as ir7 ma 1aaid BY. with file 0000 • 0000 • *oat s. Q•d J m Z ¢'Zvwi DATE: 7/17/0-' SCALE: N.T.S. DWG. BY: ROF CHK. BY: TJH DRAWING NO.: S-2346 Iy U ISHEEr 5 OF 9 ' 0000.. • 0000•• 0000.. 0000• 0000. 0000.. 0000.. 0000•• SEE DETAIL "F" SHT. 6 6" 3" :j -L t 3" 3" 6„ 6" _ 3" t 3" SEE NOTE ' 3 SHE 51-j SEE NOTE _ 6 SHE 5 13 TYP. SEE DETAIL "G" SHE 6 13 TYP. SEE DETAIL _ "H" SHE 6 „D„ 6" 3" 3" 13 1 1 I I I TYP. 13 TYP. SEE DETAIL F SHE 6 wa SEE NOTE 6 SHT. 5 0.9 U SEE DETAIL "E", SHE 6 TYP. 13 TYP. SEE NOTE 4 SHE 5 "D„ 8 _ - 14 14 14 r r r r TYP. i t r TYP. r r r r - 3�3" 3� 3„ �� iF- 3„ 6 3 6 6" 3" SEE DETAIL 3" 6" "H" SHE 6 6" DOUBLE DOOR W./SIDELITES SEE NOTE THIS SHE 13 43 SEE NOTE THIS SHE DETAIL G DRILL THRU FOR A 0.357" BOLT DEEP ENOUGH FOR A 2" BOLT THROW DETAIL "H" AT THE THRESHOLD SEE NOTE 7 SHE 4 DETAIL "E" SEE DE "G" SH i UL IAIL r ASTRAGAL RETAINER BOLTS HEADER STRIKE PLATE 1 6" 6" tp Jtt NUIL 3 SHE 5 13 M O v TYP. 'r \ SEE DETAIL Y M --'- "E" SHE 6 _ i 3 TYP. C" TYP. _ "D„ M d PYP. o M p Z CL Z M O c r --I I-- 6" 6" ---1 t- f \- SEE NOTE SINGLE DOOR 4 SHE 5 NOTE. USE ITEM #13 A #8 x 2 1/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGALXE CEPT IN THE MULLED APPLICATION WITH THE SIDELITE USE ITEM #43 A #8 x 2" PFH WOOD SCREW. 8s complying with the DATE. 7/17/03 SCALE. N.T.S. DWG. 6Y: ROF CHK. BY: TJH DRAWING NO.: S-2346 SHEET 6 OF 9 M O \ Y M O 1� Ulm c V in w ,n o M d o M p Z CL Z M O c z o - 1 .- 0 IL a ~ Z';w r F 001 w N 4 1Z O'iN I'S E J C w 7 0 +� 0 N>— a. E �I I I o Q n E UN •• u, N N o V xZ mo �LL: (o p u 9 -0- c $ ori N o p o t ti w M ii U c o. I° u a a` LO N o ....• a j .. •e) •• ... • ..Wcn z • •x • • a LLI ••• ••((nLL, taiLq¢ N ••• .•? d. ••• ••WpaO ud w O� 3 x � a • �.• -dQ 0 3 a i o_ • --I I-- 6" 6" ---1 t- f \- SEE NOTE SINGLE DOOR 4 SHE 5 NOTE. USE ITEM #13 A #8 x 2 1/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGALXE CEPT IN THE MULLED APPLICATION WITH THE SIDELITE USE ITEM #43 A #8 x 2" PFH WOOD SCREW. 8s complying with the DATE. 7/17/03 SCALE. N.T.S. DWG. 6Y: ROF CHK. BY: TJH DRAWING NO.: S-2346 SHEET 6 OF 9 N 4.656" 1 r 20 21 0 22 35 WOOD FRAME FINGER JOINTED PONDEROSA PINE aD 00) 2.203" U? r 4.625" 19 � LOW PROFILE OUTSWING BUMP FA o ALUMINUM/WOOD THRESHOLD .050" WALL TYP. CV --I t — .097" I -T I I I O O O O O 4 x 4 STEEL DOOR HINGE EXTRUDED PVC �---1.66 ----•� 't 00 ao O o -I TOP RAIL FINGER JOINTED PONDEROSA PINE x 1.662" N —r.673 I-- N 00 BOTTOM RAIL. WOOD COMPOSITE 1.625" 01 n o- 36 SIDELITE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE —1.66 1 f5l�� LO N I� 3 �L O WOOD LATCH SIDE STILE NOTE ALL DIMENSIONS ARE MINIMUM. DIMENSIONS ARE THE LARGEST TESTED. 2.432" `---1.775" — -I U'j (0 M 1� 34 I I 0 t---� .526" BTS PLASTIC LIP LITE FRAME EXTRUDED BTS 1.625" N In 1-: WOOD HINGE SIDE STILE 04 HIGH DAM THRESHOLD39 MIN. WALL THK. = 0.050" SEE NOTE 8 SHT. 5 Approved as complying with the Florida Buidine Code _ - •••• •• • o! z , ••cnw! • meq; ••O0. • WO 3 3 � • 4 • DATE: 7/17/03 SCALE: N.T.S. DWG. BY: ROF CNK. BY: TJH DRAWING NO.: S-2346 OF m� SEE DE "G" SH ao W cp z p Q Q - va L .50" GLASS BITE .25" STEEL M II- Ell O » 6 6„ gM o 3” 3" 3" 3" I „ 6„ SEE NOTE a us W 3� 3 " 3 SHT. 50; g z o z o c z I I I I I I I (L � n W p O 4J 13 13— o 00 ca TYP. TYP. 3EN> n_ `o d O n°0 vO N o 0 xz M v � 13 U 9m�-o- o o z TYR d w' mms� a 0 to E T SHT. 6 5 SEE DETAIL a "E", SHT. 6 TYR .... o• CL 13 13 ••• ••��Z ••v¢ TYR » J �� TYR ... • • �r�- 3 _ .. Lu p o O w 31 i3 31 •• � Liz "K" " '• TYP. "K" L - .W� og ob SEE NOTE ; • • • a\ I 14 TYP. 117 4 SHT. 5 .,K,. �, ` d ® 4 Jld 3" •• 6„ 6„ - -� i-- 3 a 4 • 3" 3" 6„ 6" m SINGLE DOOR WISIDELITES INTERCEPT Y SPACER ►z - SEE NOTE i SHT. 5 .5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL 1/8" TEMPERED GLASS 25" AIR SPACE 1/8" TEMPERED GLASS Agp¢vt c.; .;A t:oAoj#AYW9 with ft 7/17/0,? N.T.S. BY: ROF BY. TJH NG NO.: S-2346 7 OF 9 .50" GLASS SEE DETAIL "F" SHT. 6 BITE EXTERIOR 1 40 40 r 6" SEE NOTE � 6 3„ 36" � 6„ 3 SHT. 5 25 I— I N -I A ILo ° p O SPACEIR STEEL TYR .25 INTERCEPT NN 1/8" TEMPERED INTERIOR 6 40 SPACER GLASS CN ca _ — ca Li SE NOTE 1 SEE DETAIL C14 "F" SHT. 6 .5" INSULATED GLASS J _ DETAIL r 4 G1 SEE DETAIL cn "G" SHT. 6 N SEE DETAIL - -- E", SHT. 6 TYR SEE DETAIL "H" SHT. 6 to cV SEE NOTE TYP. I A TYP. 4 SHT. 5 6" 3 6 " ~i I� 6" 3" 6„ SEE DETAIL "H" SHT. 6 DOUBLE DOOR SEE DE "G" SH ao W cp z p Q Q - va L .50" GLASS BITE .25" STEEL M II- Ell O » 6 6„ gM o 3” 3" 3" 3" I „ 6„ SEE NOTE a us W 3� 3 " 3 SHT. 50; g z o z o c z I I I I I I I (L � n W p O 4J 13 13— o 00 ca TYP. TYP. 3EN> n_ `o d O n°0 vO N o 0 xz M v � 13 U 9m�-o- o o z TYR d w' mms� a 0 to E T SHT. 6 5 SEE DETAIL a "E", SHT. 6 TYR .... o• CL 13 13 ••• ••��Z ••v¢ TYR » J �� TYR ... • • �r�- 3 _ .. Lu p o O w 31 i3 31 •• � Liz "K" " '• TYP. "K" L - .W� og ob SEE NOTE ; • • • a\ I 14 TYP. 117 4 SHT. 5 .,K,. �, ` d ® 4 Jld 3" •• 6„ 6„ - -� i-- 3 a 4 • 3" 3" 6„ 6" m SINGLE DOOR WISIDELITES INTERCEPT Y SPACER ►z - SEE NOTE i SHT. 5 .5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL 1/8" TEMPERED GLASS 25" AIR SPACE 1/8" TEMPERED GLASS Agp¢vt c.; .;A t:oAoj#AYW9 with ft 7/17/0,? N.T.S. BY: ROF BY. TJH NG NO.: S-2346 7 OF 9 .50" GLASS 34 32 BITE EXTERIOR 1 40 40 1/8" TEMPERED GLASS 25 ° p SPACEIR STEEL .25 INTERCEPT Z = ~ 1/8" TEMPERED INTERIOR 6 40 SPACER GLASS 36 41 N SE NOTE 1 SHT. 5 .5" INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL SEE DE "G" SH ao W cp z p Q Q - va L .50" GLASS BITE .25" STEEL M II- Ell O » 6 6„ gM o 3” 3" 3" 3" I „ 6„ SEE NOTE a us W 3� 3 " 3 SHT. 50; g z o z o c z I I I I I I I (L � n W p O 4J 13 13— o 00 ca TYP. TYP. 3EN> n_ `o d O n°0 vO N o 0 xz M v � 13 U 9m�-o- o o z TYR d w' mms� a 0 to E T SHT. 6 5 SEE DETAIL a "E", SHT. 6 TYR .... o• CL 13 13 ••• ••��Z ••v¢ TYR » J �� TYR ... • • �r�- 3 _ .. Lu p o O w 31 i3 31 •• � Liz "K" " '• TYP. "K" L - .W� og ob SEE NOTE ; • • • a\ I 14 TYP. 117 4 SHT. 5 .,K,. �, ` d ® 4 Jld 3" •• 6„ 6„ - -� i-- 3 a 4 • 3" 3" 6„ 6" m SINGLE DOOR WISIDELITES INTERCEPT Y SPACER ►z - SEE NOTE i SHT. 5 .5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL 1/8" TEMPERED GLASS 25" AIR SPACE 1/8" TEMPERED GLASS Agp¢vt c.; .;A t:oAoj#AYW9 with ft 7/17/0,? N.T.S. BY: ROF BY. TJH NG NO.: S-2346 7 OF 9 Item D Material 1 DOOR SKIN; PREMIUM SERIES 24GA. .022" MIN. STEEL 2 TOP RAIL 1.628 x .851 THERMA-TRU PONDEROSA PIN WOOD 3 LATCH STILE THERMA-TRU, PONDEROSA PINE 1.66 x 1.253 WOOD 4 HINGE SPLE ERMA-TRU, PONDEROSA PINE 1.625 x 1.25 WOOD 5 1 BOTTOM RAIL 1.662" x 0.892 THERMA-TRU WOOD COMPOSITE WOOD COMPOSITE 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP ERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4" x 4" HINGE .097" THK. THERMA-TRU STEEL 10 # 10 x 314" Ig. PFH WOOD SCREW Hine to Frame STEEL 11 #10 x 1"L. PFH WOOD SCREW STEEL 12 # 10 x 2" L.G. PFH WOOD SCREW STEEL 13 #8 x 2 112" L.G. PFH WOOD SCREW STEEL 14 3116- TAPCON ANCHOR ELCO 1.75" MIN. LG., STEEL 15 NOTE USED c 0 16 2x WOOD BUCK WOOD 17 MAX. 1/4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 ONE PIECE BUMP FACE THRESHOLD LOW PROFILE THERMA-TRU ALUM. WOOD 20 4.656" HEADER THERMA-TRU PONDEROSA PINE WOOD 21 4.656" STRIKE JAMB THERMA-TRU PONDEROSA PINE WOOD 22 4.656" HINGE JAMB THERMA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WRSOT .052 WALL ALUM. 25 GLAZING, 112" INSULATED TEMPERED GLASS GLASS 26 314" THK: PRESSURE TREATED SIDELITE PAD WOOD 27 #8 x 1 L.G. PANHEAD SHEET METAL SCREW STEEL 28 NOT USED - 29 6-18 x 1 PHILLIPS SCREW FOR ITEM 3 STEEL 30 NOT USED - 31 3116 " 16" TAPCON ANCHOR ELCO, 3.25 MIN. L.G. STEEL 32 118 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 PLASTIC UP UTE FRAME PVC, THERMA-TRU PVC 34 PLASTIC UP LITE FRAME 8TS THERMA-TRU BTS 35 4.656 BLANK JAMB THERMA-TRU, PONDEROSA PINE WOOD 36 SIDELITE SDE SALE THERMA-TRU, 1.625 x .719 PONDEROSA PINE WOOD 37 #10 x 1 314" L.G. PFH WOOD SCREW STEEL 38 LOCK BLOCK 2.625" x 10.375" x 1.625" THK. WOOD 39 HIGH WATER DAM THRESHOLD THERMA-TRU ALUM. 40 SILICONE CAULK SILICONE 41 8-10 x 1 112' PLASCREW FOR ITEM 34 STEEL 42 1 #10 x 3" LG. PFH WOOD SCREW STEEL 17" AT TOP 8" AT BOTTOM lip ASTRAGAL RETAINER BOLT to MATERIAL: C/R ROD ZINC & YELLOW CHROMATE .592" N I I rn � N O�-- .179., LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 3" N N N \\ DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH WOOD SCREW 2PLCS .579" 00 rn 7 .175" 0 COMPRESSION WEATHERSTRI P BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET BOLT (4) BOLTS TOTAL (2) 17.0" BOLTS AT THE TOP & (2) 8.0" BOLTS AT THE BOTTOM. WINDJAMBER It WRSOT 24 ASTRAGAL (ALUMINUM .052" WALL TYP.) Approved as complying with the Florida Buidina Cede _ - - Ald 3 DATE: 7/17/0 SCALE: N.T.S. DWG. BY: ROF CHK. ear: TJH DRAMANG NO.: S-2346 SHEET 9 OF 9 n 0 • M O m o c 'o+ ao � inw Z o 0) o v Q "� o Z n D- •o 0o c o E J c m 0 C o m>ri m o E p° o r�i U N • v��1�1rj N• 0 O 0 X 2 o m V m m v v c 0 9 c o P >- I V a (4) BOLTS TOTAL (2) 17.0" BOLTS AT THE TOP & (2) 8.0" BOLTS AT THE BOTTOM. WINDJAMBER It WRSOT 24 ASTRAGAL (ALUMINUM .052" WALL TYP.) Approved as complying with the Florida Buidina Cede _ - - Ald 3 DATE: 7/17/0 SCALE: N.T.S. DWG. BY: ROF CHK. ear: TJH DRAMANG NO.: S-2346 SHEET 9 OF 9