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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: �CEII'T: PERMIT NUMB PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION Illrr 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 APPLICATION FOR REPLACEMENT OF �, WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS %12ty & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2808 S 28th Street 2. PARCEL ID NUMBER: 2420-802-0078-000-5 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /1'QPtq"y /— ui. ® ,� Cj 4. TYPE OF STRUCTURE: SFR X MOBILE HOME OTHER 5. OWNERS INFORMATION Name: Bank of New York Mellon Address: One Home Campus city: Des Moines state: IA Zip: 50328 Phone: 803-396-4368 Email: 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #• Business Name: GTF Builders Inc Phone Number. 30 - 51- 466 Email: 9W9ffb gild rS m COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS N 1 a — a a SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 4c^rj- FEES DUE: OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is rr d that all work will be done in compliance with all applicable laws regulating construction g. PRINT OWNER R CONTRACTOR/ UALIFIER NAME SIGNA WNER OR CONTRACTOR/QUALIITER STATE OF FLORIDA, COUNTY OF .10m, I P ACKN LEDGED BEFORE ME THIS 23 DAY OF JO n 20, I +__,BY &O Q j f C I Q n n WHO S ERSON Y KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFiCATI U�% ipRy %NIA PAEZ SIGN TURF NOTARY , o NOTARY PUBLIC TYPE OR PRINT NAME OF NOTARY /► o TATE OF FLORIDA TIT E: NOTARY PUBLIC COMMISSION NUMBER rE Comm# EE083842 Expires 4/13/2015 RESULT IN YOUR PAYING TWICE FOR I NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i T fie Copy M'® ODE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy, Eco Window Systems, LLC 9114 NW 106 Street Miami, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements�of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO—Guard 50" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W12--40, titled "ECO—Guard Series-50 Alum S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's .name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiVIINATION 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.. Gascon, P. E. NOA No. 12-0820.08 MIAMI•DADECOUNTY Expiration Date: November 21, 2017 J / Approval Date: November 21 pp , 2012 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO—Guard Series-50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A —A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 2411 3.2.1, TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked —up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"951, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq .Corporation, dated 07/23/12, signed, sealed and dated 11/07/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12- 0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E-1 1 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al-Farooq Corporation, dated 07/1.6/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04/11/12,. signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. Jaime D. Gascon; _ . E. Product Control Section Supervisor. NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E-2, DESIGN LOAD CAPACITY - PSF FLANGE DIMS. 5/16' LAM. GLASS WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8° 26-1/2' 37' 44' 53-1/8' 26' (4) 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19-1/8° 26-1/2' 37' 44° 53-1/8' JB-3/8' (4) 55.0 6D.D 55.0 60.0 55.0 sD.o 55.0 60.0 S5.0 60.0 19-1/8• 26-1/2' 37° 44' 53-1/8° 50-5/8' (5) 55.0 6D.0 55.0 6D.0 5.5 ] 60.0 55.0 60.0 55.0 60.0 19-1/8' 26-1/2° 37' 44' 53-1/8' 63_ (6) 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 55.0 60.0 19-1/8' 26-1/z' 44° 7g' 55.0 6D.0 55.0 60.0 55.0 60.0 55.0 60.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1/8' ANN. GLASS .090' INTERLAYER �SAFLEX BY 'SOLUTIA' r-1/8' ANN. GLASS GLAZING DETAIL ECO-GUARD SERIES-50 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 1 NO ANCHORS AT SILL 47 3/4° . t­.) 50 1/8° VENT WIDTH TYPICAL ATION TESTED UNITS Cl 0 N Z r % O ¢q F z q ZZ W N 6 N I a a O o 0 OW a� �o O �, v v� m cy0w o O a ¢ Q ti 0'31-2 rrytn LLz`o=O j'a (M��g E a W el F (3 o J J 3 (n m N N F En o V) n U) m N o oM m O oM � w � � Z_j m 0 �a� M O WrnL APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER APP�yed m wmP$'irAB wnh The _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Florida Build' H MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. NOAff LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY> HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. Engr. JAVAO AHMAO m = o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL - EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE p 70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 3533 m $ NOTE: NOT PART OF THIS APPROVAL. - - GLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O BASED ON ASTM E1300-04 (3 SEC. GUSTS) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT f drowing no. AND FLORIDA BUILDING COMMISSION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE c1 W12-40 DECLARATORY STATEMENT DCA05-DEC-219 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. L 11 3. 201 sheet 1 of 4 1BY WOOD BUCK EDGE DIST ° d 0 o O �i F W 1 9 0 rL 0 W U VI i U®FOR 5PACIING �u OPTIONAL TO SPRING LATCH TYPICAL ANCHORS E ELEV. FOR SPACING METAL EDGE I SESTRUCTURE v � v 2 OOD BUCK Fr------------------t� WOOD ST URE I MIAMI-DADE COUNTY APPROVED IIMULDON k MULLION ANCHORS II ISEE SEPARATE NOA II � �i EDGE EDGE D DIST. L _--_-______�I TYPICAL ANCHORS - TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (F0=120 KSI, Fy-92 KSI) ULTRACON BY 'ELCO(Fu-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'� (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS ('c = 3000 PSI MIN. Approved®oom C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN, plying with th5 Florida BuRdin 0 Date Engr. JAVAD AHMAD NOAA cmL e RA. PE y° 70592 C./L.N. 3538 JUL 2 3 2012 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. �o U w 0 N Z F i Ci ° F W m < a E N I a 0 U a. oa Li O m �0 WlD O 0 R Q 01 0 .3 O Qw3LLa N_ o MIPMI-DAOE COUNTY TYPICAL ANCHORS ? N m APPROVED MULLION SEE ELEV. FOR SPACING 4 O m Q SEE SEPARATE NOA Q w O I I m U o II I v J n I I J _ 3 m H H = 3 N m p W n It it Ld • L___J N F-e0 u n N 3sn w O O N] n WINDOW WIDTH WINDOW WIDTH w p J m n Z 3 L m TYPICAL ANCHORS o SEE ELEV. 3 Z }} N FOR SPACING O J n O O p W w �1 M W O 1/4' MAX. IBY 1/4' MAX. SHIM SHIMS LWOOIKS SHIM 2z VENT WIDTH 1B 7 20pl.PICAL ANCHORS EPIC ANCHORS o E ELEV. ELEV R SPACING FOR SPACING Y � METAL O = ' K c 0 W STRUCTURE •• 0 0 03 ---- o No vcr�. o o 14 EXTERIOR 3 ^ ' Engr: JAVAD AHMAD, I 'o CIVIL D.L. OPC. FLA. PEA 70592 ".:, CAN, 538 WINDOW WIDTH ApjIlOVed es cogm�pqlyiIIgWilh the ° Y FI°rtdaBuO '// �� o De[e NOAiI v�g � drawing n0. 42 3 201 W12-40 sheet 3 of 4 ITEM � PART p REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E51 1 'FRAME HEAD 6063-T6 - 2 E52 1 _ FRAME SI �2.163 r1.239-1 0 to � a 14 N Ogg 056 6r .875 1.344 Q TYP. z 3 .625 •531 2.133 A� N J L.875D. / ` 00 M V O FRAME HEAD .625 I CL 2.6B7 '^ 0 C a �1 .062 V 00 M IIII 0 FRAME JAMB d 0 .625 0 �¢ r 1.09a 1.719 .324`'� I''jr W 3 g uN'�i �_I sl25�-I osol 1>P. J tmv F� .062-I 1.061 .769 !^- a w el f O Q FIX. MEETING RAIL Q GLAZING BEAD � J m 1.050 1.203y VENT TOP CORNER 625 V 056 062 3 Ld m 1.125 2 m 1.750 .050 TP. 875 FRAME TOP CORNER vi W n I F- �y, II .384 I•=- � VI � � 062 w O O M N .675 4� O7 VENT SIDE RAIL W J O5 VENT TOP RAIL .97s 14 3 Z } o lJ v 1.695 0 L O W .062 1.016 O .625 .062 j 1.125 T1P. 1.869 O SASH STOP 1.247 o B75 U N © VENT BOTTOM RAIL t.aas 1.254 ,07B VENT BOTTOM CORNER z.2s9 I 1a `o 0 _ y L.963 O 1.786 13 SPRING LOADED LATCH FRAME BOTTOM CORNER .062 9' En JAVAD MMAD ,o 2.448 m . CML FW PEA CAN. 3538e 38 u Approved es complying %vith the a; a; ' .056 Florida Build' o S ]VOAB drowing no. 2.357 By: JU 2 W12-40 O FRAME SILL sheet 4 of 4 ° MECAWind Version 2.1.1.0 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 1/21/2014 Project No. 14-02808.REN Company Name ROOMSCAPES, INC. Designed By Steven Luria, RA Address 9641 SW 100 AVE. Description Install window City MIAMI Customer Name GTF Builders, Inc. State FL, 33176 Proj Location 2808 SW 28th Street, Ft. Pierce, FL 34981 File Location: C:\Program Files\MECAWind\Default.wnd a 3L 2: 3 X-2-t. 3 Q41 2� 1'22 1'2 Gable Roof 7 < 0 c= 45 S Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf -------------------------------------------------------------------------- psf WINDOW 3.00 3.00 9.0 5 1.00 -1.40 33.48 -44.83 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Date 1/21/2014 Project No. 14-02808.REN Company Name ROOMSCAPES, INC. Designed By Steven Luria, 'RA Address 9641 SW 100 AVE. Description Install window City MIAMI Customer Name GTF Builders, Inc. State FL, 33176 Proj Location 2808 SW 28th Street, Ft. Pierce, FL 34981Qhcc:.00256*V^2*Khcc*Kht*Kd = 28.37 psf MECAWind Version 2.1.1.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 1/21/2014 Project No. 14-02808.REN Company Name ROOMSCAPES, INC. Designed By Steven Luria, RA Address 9641 SW 100 AVE. Description Install window City MIAMI Customer Name GTF Builders, Inc. State FL, 33176 Proj Location 2808 SW 28th Street, Ft. Pierce, FL 34981Date File Location: C:\Program Files\MECAWind\Default.wnd Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 160.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.43 : 12 Slope of Roof(Theta) = 15.95 Deg Ht: Mean Roof Ht = 11.00 ft Type of Roof = Gabled RHt: Ridge Ht = 13.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 1514.00 ft^ 2 Bldg Length Along Ridge = 52.00 ft Bldg Width Across Ridge= 26.00 ft 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 = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^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 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A WfKW Comer i� Load Case A Transverse Direction Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- 1 ------ 0.49 ------ 0.18 ------ -0.18 --------- 28.37 --------- 19.01 2 -0.69 0.18 -0.18 28.37 16.00 3 -0.45 0.18 -0.18 28.37 16.00 4 -0.39 0.18 -0.18 28.37 16.00 lE 0.75 0.18 -0.18 28.37 26.38 2E -1.07 0.18 -0.18 28.37 16.00 3E -0.65 0.18 -0.18 28.37 16.00 4E -0.58 0.18 -0.18 28.37 16.00 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B w.�a+�a° c«,Kr v %.Alf 0 f Load Case B Case a i ors►uG J MIM Longitudinal Direction Building GCpf +GCpi -GCpi qh Pressure Surface -------- ------------------ psf psf --------- 1 -0.45 0.18 --------- -0.18 --------- 28.37 -17.87 2 -0.69 0.18 -0.18 28.37 -24.68 3 -0.37 0.18 -0.18 28.37 -15.60 4 -0.45 0.18 -0.18 28.37 -17.87 5 0.40 0.18 -0.18 28.37 16.45 6 -0.29 0.18 -0.18 28.37 -13.33 lE -0.48 0.18 -0.18 28.37 -18.72 2E -1.07 0.16 -0.18 28.37 -35.46 3E -0.53 0.18 -0.18 28.37 -20.14 4E -0.48 0.18 -0.18 28.37 -18.72 5E 0.61 0.18 -0.18 28.37 22.41 6E -0.43 0.18 -0.18 28.37 -17.31 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 5T * * * * .00 6T * * * * .00 Figure 28.4-1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T=25%*l(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10)