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HomeMy WebLinkAboutProduct Approval; 10815.1�• I Florida Building Code Online Yage 1 oI i Professionali .Business & FkM DepaitrMld MS home I Log In I User Registration I Hot Topics I Submit Surchame I Stats 9 Fags I publications I FBC Staff I SOS Site Map I UnIcs I Search I Busines Professi al � produdApproval USER: Public User Regulation E=ZZ=3= DpductABplpxaLMerru > "wck ar APplcatian Search > Application List Version 2007 FL# 10815.1 :ation Type ALL Product Manufacturer ALL ory ALL Subcategory ALL :ation Status ALL Compliance Method ALL y Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ct Model, Number or NameALL Product Description ALL ved for use in HVHZ ALL Approved for use outside HVHZ ALL i Resistant ALL Design Pressure ALL Search Results - Applications ' li Type Manufacturer Validated By IStatus EUOgU New NuAir Windows and Doors Joseph Demidovich ple ed FL#: FL10815.1 Model: 9000SH (863) 546-0247 Description: Series 9000 Single Hung Window Category: Windows Subcategory: Single Hung •Approved by DCA. Approvals by DCA shall be reviewed and retired by the POC and/or the commission if necessary. The State of Florida Is an AA/EE0 employer. Co nylaht 2007-2010 State of Flodda n Privacv Statement:: Auxsqiibility Satement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this uMiry. Instead, contact the office by phone or by traditional mall. O you have any questions regarding DBPR•S ADA web accessibility, please contact our Web Master at weLmaster®dti state r rs. Product Approval Accepts: ® M Kil 0 srcuritvimirx n WHO . M.d coon http://www.floridabuilding.org/pr/pr app_lst.aspx 10/12/2011 Product Evaluation Report By Registered Florida Professional Engineer Date: May 10, 2008 Product CategoryXaame Single Hung Window / 9000 Series Product Specifications: Aluminum, Impact Resistant, Fin & Flange Manufacturer: NuAir Manufacturing Representative: David Isom, Product Engineer 8105 Anderson Rd. 8105 Anderson Rd. Tampa, FL 33614 Tampa, FL 33614 Evaluating James B. Whittum, P.E. Validating Joseph Demidovich, P.E. Engineer: 8533 Acorn Ridge Ct. Engineer: 157 Woodside Dr. Tampa, FL 33625 Lakeland, FL. 33813 FL#27689 FL#22356 Quality Assurance Entity: National Accreditation and Management Institute (NAMI). Statement of Compliance: This product has been evaluated and found to be in compliance for use in adhering to the 2007 Florida Building Code, where building pressure requirements have been determined by Chapter 16. Glass load resistance is per references of Chapter 24 of the Florida Building Code. Test and calculations have been preformed per references of Chapter 16 of the Florida Building Code and standard engineering practices. Limits of Use: Product (Fin or Flange) has been evaluated and meets the requirements for use within the State of Florida, including the "High Velocity Hurricane Zone' (HVH2). When used in areas requiring wind-borne debris protection, this product does not require the use of impact resistant covering. Size and glass design pressure limitations are presented in the analysis chart(s) on the enclosed technical documentation. Product shall be installed in accordance with the manufacturer's installation drawing(s) within the enclosed technical documentation. Evidence Submitted: Elevation detail, installation instructions, product section, assembly drawings and design pressure charts. Test reports from National Certified Testing Laboratories (NCTL)- Anchor Details: Anchor type, quantities and additional anchoring information is provided within the accompanying installation drawings. Anchor verification and comparative analysis signed and sealed by James B. Whinum, P.E. Testing Specifications: Single Hung Windows (Fin & Flange) testing performed by National Certified Testing Laboratories (NCTL) and Certified Testing laboratories (CTLA). Test Report(s): NCTI,210-3271-1, NCTL-210-3443-1, CTLA-830W-3 Test(s) Perform: Large Missile Impact Test, per Miami -Dade PA 201-94 Cycle Test, per Miami -Dade PA 203-94 Air Infiltration Test, per Miami -Dade PA 202-94, ASTM E283 Water Infiltration Test, per Miami -Dade PA 202-94, ASTM E331 Static Air Pressure Test, per Miami -Dade PA 202-94, ASTM E330 (fj� ntr Forced Entry Test, per Miami -Dade PA 202-94, ASTM F588 Glass Load Limitations, per ASTM E1300 p 6 pp James B. Wltittum, P.E., FL# 27689 8533 Acorn Ridge Court Tampa, Florida 33625 813-926-9719 WINO LOADS PER APPLICABLE ASCE 7 AS REQUIRED BY THE PREVAILING BUILDING CODE WOOD SLOWS BY OM6R5, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETNLS. ANCHOR EMBEDMENT TO BASE WTERDAI. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THEME DETAILS ARE NOT PART OF THIS APPROVAL FOR ANCHOR TYPE AND SPACING, SEE THE DESIGN LOAD SHEET. 33 1 x STRESS INCREASE IN ANCHOR CALDULAMONS HAS NOT USED IN THE DESIGN OF THIS PRODUCE. APPROVAL APPLES TO SINGLE HUNG WINDOWS OF FLANGE OR PON FRAME. ALSO TO WE BY MOE COMBINATIONS OF SINGLE RUNGS/SOIGNE RUNGS OR SNGLE HUNLS WRH OReN WINDOW TYPES IN NO OF TWO OR MORE WINDOWS USING APPROVED MUIJONS Mow APPROVAL APPUES TO SINGLE HUNG WINDOWS OF RANGE OR RN FRAMES WITH EQUAL OR UNEQUAL UIES [ORM- WES). ALSO SINGLE HUNG WINDOWS OF RANGE OR RN FRAMES WITH ARCH TOPS. i 4 4 4 4 Yia=7 i1.13R77m�G7.F 48.00' MLO. (RX. LITE) F� I i!�i111' it „ I B I -- 11 II C As.00• o.Lo. (VEIN*) 91 ]/8' VENT WIGM 54 1/8' WINDOW WIDTH FIANCE OR PTN FRAMES (FLANGE SHOWN) TYPICAL ELEVATION TESTED UNITS ul 0.00' O.LO. (FIX. MITE) FALSE RUNTDIS fS FAME APPLIED)L Al OPTIONAL II 1 P ,I B1 � I II 7 4 n V C1 II 48.00• D.LO. (VENNO St 3/8• VENT WIDTH 0 1/6• SNICK WIDM SERIES TEST SUCH SIZE DP WATER WF. AIR INF, limpAcr/mul PER I TEST REPORT 1 jCERTFrATiaN 1 800D 30' X 62• s 60.0 12.0 PSF I.OM CFM PASSED I PASSED JNCIL-210-3M3-11 40011123 Ba00 32 1/0- X 70' 3 70.0 12.0 PSF 02 CFM/FT PASSED PASSED NCTL-210-]271-1 NIDD0003 8000 52 1/e' X 76' 0 3 70.0 12.0 PSF 1.12 CFU/PT PASSED I PASSED I NOR-210-727E-1 RIOOS503 8000 52 1/8 X 70' ORIEL I 3 60.0 120 PSF 1.07 CFM/Frwl PASSED I PASSED I CM-630W-0 N00.S170 Ba00 52 1/8 X 93 5/8' ARCH I ! 60.D 110 P6 .07 CFU/Frzl PASSED I PASSED 1 CRA-830W-3 1NW5170 ME ABOVE ARE TOT RESATB TDR TKE SITE VOTED Alm W NGT PDLFCT TIE AcnW GESM PI®SE = orest UMR SEE GVPAIWNVE A%YSS CU TOH SPFIg1G DEN PRUMAUS RR SD:/GLASS 0PIl0A5. FOR SFI91C TEST NLOIBNvot fllASE IME DIE TEST EEPG2I. ELV James B. Whittum, P.E FL # 0027689 8533 Acom Ridge, Ct. • Lill Tampa, Florida 33625 r B13-112A8/�191L7.,/19 e yge 8 � S i • S t °� tlrowIn8 no. SH9000 MEAL R Q W279e9 (SIFFEL DA AWM. 1/9' M9L MCK) SFF1 : h - N NM YN. ILIIMWW : 806T-Te VJN. IB�ACT RESISTANT f01C161RIP5 MUSE BE SET IN A BEAD OF SEALANT. PRIOR IN WNIATION. A FULL PFAIYEETI SEALANT BEAD MUST E AP'LED ONTO THE INTERIOR SIDE OF THE WINDOW FLANGE. AND AFTER INSTALIAnON, THE EXTERIOR JOWW. WEEPHOLES: WI - 1-1/2' LONG NOTCH AT SCREEN RETNNINO LEO AT EACH END OF SILL ICK OR WRUCNRE WOOD BUCKS NOT BY NUAIR, MUST SUSTAIN LOADS FLANGE FRAME WINDOW IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS TO RE SPACED AS FOLLOWS, -ANCHORS NO MORE THAN 4- FROM EACH CORNER. -ANCHORS INSTALLED IN RANGE FRAMES USE, AT MAXIMUM, 14' CENTER CENTER SPACING, OR AT PRE -PUNCHED LOCATIONS. -SEE DESIGN PRESSURE CHARTS FOR REQUIRED MINIMUM ANCHOR QUANTITIES. FNWRE TO SUPPORT THE FRAME USING SHIMS AT EACH FASTENER MAY RESULT IN GLASS BREAKAGE INSTALLER MUST USE A MCH-OUPIRY. ADHESNE CAULK UNDER THE FW OR RANGE O TYPICAL ANCHORS: 1/4' MASONRY ANCHORS RECOMMENDED SUPPLIERS- RCO Or nW-BUILOE)( INTO 281' WOOD BUCKS OR WOOD STRUCTURE 1-3/e' MIN. PENETRATION INTO WOOD THRU IDY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY DIRECTLY INTO CONCRETE 1-1/4- MIN. EMBED INTO CONCRETE INTO METAL FL / 0027689 (I/e MIN. THICKNESS) alo SM INTO APPROVED MULLIONS (NO SHIN SPACE) EXTERIOR AND SEALED TO BE VALID. g James B. Whittum, P.E p FL # 0027689 8533 Acorn Ridge Ct. M Tampa, Florida 33625 r 813-926-97119 �. �Gtt'.LUrw In JUN 24 20Ld INS .L B � e yy k S 3 Y a 4a tlraning na. SH9000 0 IMPACT RESISTANT WEEPHOLES: W1 - 1-1/2' LONG MOICH AT SCREEN RETAINING LEG AT EACH END OF SILL UCICmOPS MUST BE SET IN A BEAD OF SEALANT. PRIOR INSTALLATION, A FULL PERIMETER SEALANT BEAD MUSE 8E APPLIED ONTO ME INTERIOR SIDE OF THE WWDOW ST AND AFTER INSTALLATION. THE EITIERIOR JOINT. W WOOD WCX OR SRNCIURE FIN FRAME {4INDOW ANCHORS To RE SO1Cm 4S FIXLOWS• -ANCHORS NO MORE THAN 4' FROM UCH CORNED. -ANCHORS INSTALLED INTO FIN FRAMES USE AT MUGMUM, 10' CENTER TO CENTER SPACING. -SEE DEEGH PRESSURE CHANTS FOR REQUIRED MINIMUM ANCHOR QUANTITIES. FAIWRE TO SUPPORT THE FRAME USING SMMS AT EACH FASNNBt MAY RESULT IN GLASS BREWAGE INSTALLER MUST USE A HIGH-QUAWY. ADHESIVE CAULX UNDER THE FIN OR FIANCE ALL. GUNNABLE SDUAM SHALL COMPLY WI1N ASTM C 020 CLASS W SPECIFICATION OR GREATER FOR PROPER JOINT EXPANSION AND CONfRIC11011 ANCHORS DR TETTER D1 WOOD BUCNS NOT BY NUALR, MUST SUSTAIN LOADS IMPOSED ETY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: 1/4' MASONRY ANCHORS RECOMMENDED SUPPLIERS: FLCO er IIW-RUILEX INTO WOOD STRUCTURE 1-3/8' MIN. PENETRATION INTO WODD INTO WOOD FL / 0027689 1-3/8' MIN. PENETRATION INTO WOOD #10 SHE OR SELF DRILLING SCREWS INTO APPROVED MUWONS (NO SHIM SPACE) EXTERIOR MAX. 0 ry,yJamea B. Whittum, RE p, FL Q 0027689 8533 Aaom Ridgge Ct. Tampa, Florida 33625 r 813-926-9719 Q JUN 2 h 2L INS 09 �aa 11 GLS 1/8- ANN. OR HFAT STREN'0 GLASS 3/I6, MN. OR HEAT STREN'D CLASS GIAZING BEM 0.090' INTERIAYER CoL BEM .090" IN IAYER OPRaOM m SAfEFLEM KEEPSAFE/SAFELY PLUS. Onow SATZFTEK KEEPSAFE/SAFELY PWS 1/6' ANN. OR HEAT S -D GVSS 3/1 So MN. OR HEAT STR % GIA5 BMK BEDDING BACK BEDDING ' DOW CORNING B99 FAL DOWCORNING BC LAZ OO TRUESPERFECT OWE AL PB2FECf GE SNSUCON CONE — E SCNNFE—YgtBIEM 5T31 SCHNUSCHNEE—YOREHEM 5731 U Y h p C6/le' GLASS 7/16' GLASS o m a S /1 TEMPERED CWS O (S T I/e' ANN. OR HEAT SIREN'D GLASS C 11 1N1 GLAZING am 0.090, INIERLAYER G G OMONAL SAFEFLDf KEEPS4FE/BSFEIY PWS. yp� I0 1/B' ANN. OR HEAT SmEN'D GV S p VJ Z mi-K p BACK BEDDING F LOW CORNING B99 TRUMB PERIECI GLAZE SUCONE SCHNEE-YORDIEM S731 I I AND SEALED TO BE VALID, James U. Whittum, RE 6/16' IG GLASS FL # 0027689 8533 Acom RidgQe Ct. Tampa, Florida JJ625 " 813-926-9719 WINDOWS TESTED WITHOUT GLAZING BEAD. g,'AY " r�3� lowing nD. SH9000 SHEEP 4 x a o � a o _ -- z qbmFT ����� J i m �32- J. U THIS DOCUMENT MUSE BE SIGNED> 2 O vUDm fy �' a» m o LIp iE S03-9000 FWY SIM HOW WNDOW8105 WINDOWS AND DOORS ,.• ,AIR D TAMS . FL 3ON ROAD TNA ( Fl- -sw a•, pF TD. (B0E) �82-68II7 FAX (813) EBB-El3) a 8 C G s S o k `J k !: Y F. f,^. � k � o m v KuN � o+ e U J U U •. L' 1. L' y 0EI g ¢ p 9 FFOSS ONrNr d N/N/ N/N/ ��JCJC �/y/n1 1((1nn p(p( /NN/ NrN yrdIrB� 9ryr N/N/ NrNr 9C9C +JC+JC gg R N 2 eCRM RM. A AS M ASSr. efALnY4 REOD. AT teCPNGONLY S A W TOC WXD we1WLLY a/e PI/STIC SIPAP woaoes ONLY Ai ARDI Tap R9ttl10R5 OtQY /I17y_A AT AADI Top wemwe alar AOA Olb l f 10 1 / r AT ARQI 59 wNMi. ORLY S 6//e' pN4nC SfNAP < AT ARDI fUp WJIDaWS o A�g ZU0 i I VENT CORNER DETAIL SOLL'UL RFAa. ASS/. 60aR9 MM AT REaMNa1RM R9NDM ONLY Q AND SEALED TO BE VALID. •/ WNW ONLY / ktiy James B. Whittum, P.E g FL 8 00276e9 9533 Aoom Ridge C1. T mpo, FlarNda 33925 r /81-3-9P9-9719 FRAMECORNERS (RANGE) ERAME CORNESS (FIN 7 $ �^y� 2 l <F; 5B erawina no. m SH9000 � sNItT e SODOSH Design Pressures (pst) -In MASONRY MODULAR .. BucKSI¢e cell,., aol7fa screws 5116" An. 5116" IG 5116" HS 7116" An. 7116" HS WHN I licaht ..- J Wr I Sil at(+l ht(-) al(+) la(-) at+) IM(-) at(+) Ntl-1 at+) nt(d 24 24 aTzo 3 2 0 80D 8DD 70.0 7 0 0 80.o W.o W.T DO W 24 2620 3 3 0 W.0 W .0 70.0 70.0 800 80.0 8Q0 W.0 W .0 W.0 32 24 2820 3 3 0 W.0 80.0 70.0 700 WD 80.0 80.0 80.0 60.0 80.0 36 24 W20 3 3 0 W.0 W.0 70.0 70.0 W.0 W.D BOA W.0 W.0 W.0 d0 24 3420 3 4 D 70.0 70.0 70.0 70D 7D.0 70.0 70.0 70.0 70.0 70.0 dd 24 3820 3 4 0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 48 24 4020 3 4 D 70.0 70.0 70.0 7Q0 70D 70.0 70.0 70.0 70.0 70.0 52125 24 M20 3 5 0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 24 W 2030 3 2 0 83.0 W.0 70.0 70.0 80.13 80.0 150.0 SOD 80.0 W.0 30 36 2330 3 3 0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 32 36 2330 3 3 0 W.0 WD 70.0 70.0 80.0 1 80.0 80.0 80.0 80.0 WD W 36 3030 3 1 3 0 1 W.o 1 95.0 ro.0 70.0 soo son WA BOA 8oD 8oD W W 3430 3 4 0 70.0 1 7Q0 70.0 TDO 700 70.0 70.0 70.0 70.0 70.0 44 36 3830 3 4 0 ro.0 I ro.0 70.0 70.0 70.0 70.0 70.0 70.0 7DD 70.0 48 W 4]W 3 4 0 ro.0 1 70.0 MD 70.0 70.0 70.0 70.D 70.0 70.0 70.0 52125 36 4430 3 5 0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24 44 2)38 5 2 0 80.0 1 WD 70A 70.0 WO 80.0 80D 60.0 880.0 ea0 W 44 2838 5 3 0 80.0 1 83.0 70.0 70.0 W.0 WA WA 80.0 80.0 W.0 32 44 2838 5 3 0 WA I 8DD 70.0 70.0 WO WA 1 80.0 80.0 1 60.0 80.0 36 44 3036 5 3 0 80.0 1 80.0 70.0 70D W.0 W.0 1 80.0 80.0 80.0 80.0 40 44 3438 5 4 0 70.0 1 TOD 70.0 700 70D 70.0 70.0 70D 70.0 70.0 44 44 3838 5 4 0 70.0 1 70.0 70.0 70.0 70D 70.0 70.0 70.0 70.0 70.0 48 1 44 1 4038 5 4 0 70.0 1 MD 70.0 7Q0 70.0 70.0 70.0 70.0 70.0 70.0 52125 44 I MW 5 5 0 T0.0 1 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 24 48 2D40 5 2 0 80.0 WO 70.0 70.0 80.0 8D.0 W.0 80.0 80.0 W.0 30 48 2840 5 3 0 WA 80.0 T0.0 70.0 80.0 W.0 80.0 60.0 80.0 80.0 32 48 284D 5 3 0 W.D 80.0 70.0 70.0 80.0 80.0 W.0 80.0 WD W.0 38 48 3040 5 3 0 80.0 WD 70.0 700 WO WD WA 50.0 80.0 WD 40 48 3440 5 4 0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 MD 44 48 3840 5 4 0 70.0 MD 70.0 700 700 70.0 70.0 70.0 70.0 70.0 48 48 4040 5 4 0 70.0 70.0 70.0 7Q0 70.0 7DO 70.0 00.0 70.D 70.0 52125 48 4440 5 5 0 TD.0 70.0 70.0 7QU 70.0 .0 70.0 70.0 70.0 24 52 2044 5 2 0 W.0 W.0 70.0 70D W.0 0 80.0 W.0 80.0 30 52 26" 5 3 0 80.0 80.0 70.0 70.0 WO ,0 80.0 80.D 80.0 32 52 2844 5 3 0 W.0 W.0 70.0 7¢0 W.0 .0 80.0 W.0 W.0 38 52 3044 5 3 0 WD 80D 70.0 70.0 8Q0 .0 WD W.0 BUD 40 52 3444 5 0 0 ro.0 70.0 70.0 70.0 70.0 .0 170,070V 70.0 70.0 70.0 44 52 3844 5 4 0 T0.0 70.0 TDD 70.0 70.0 .0 70.0 70.0 70.D48 2 40d4 5 4 70.0 .0 70.0 70.0 70.0 0.0 70.0 7O 7 A5 125 82 4 S D 70.0 ro.0 7a0 70.0 70.0OA TOD 70D 70.D24 W 2050 6 2 0 80.0 80.D TOD 70.0 W0 .0 80.0 80.0 .W.0 30 60 2650 5 3 0 80.0 80 D MD 70.0 W0 OD 80.0 a .0 80.0 32 W 2860 5 3 0 80.0 1 80.0 70.0 70.0 WO 80.0 WA W.0 I SDA 1 80.0 36 W 3D50 5 3 0 80.0 1 WD 70.0 75.7 WD 80.0 BOD 80.0 80.0 83.0 40 W U50 5 4 0 70.0 1 70D 70A 70.0 70.0 70.0 70.0 704 70.0 70.0 44 60 3850 5 4 0 70.0 1 70.0 70.0 70.1) 70.0 70.0 70.0 70.0 7D.0 70.0 48 W 40W 5 4 0 70.0 1 70.0 70.0 70.0 70.0 1 70.0 70.D 70.0 70.0 70.0 52125 W 1 4450 5 5 0 70.0 1 70.0 ro.0 70.0 70.13 1 70.0 70.0 70.0 70.0 TDD 24 72 1 2D80 5 2 0 70.0 70.0 70.0 704 70.0 70.0 70.0 70.0 70.0 70D W 7z 2680 6 3 0 70.0 70.0 70.0 70.0 70.0 70.0 7O.o 10.0 70.0 70.0 32 72 2W0 8 3 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ae 7z 3oW s 3 D ro.o 7D.a 7D.o 7a.o 70.0 70.0 70.0 7o.D ro.o 70.0 40 72 3460 6 4 0 70.0 ro.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 44 72 3WD 6 4 0 70.0 roA 70.0 70.a 70.0 70.0 70.0 70.0 70.0 70.0 46 72 4080 8 4 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 nD 52125 72 4460 6 5 0 67A 67.4 67.4 67.4 87.4 I87.4 87.4 67.4 67.4 87.4 9000SH Design Pressures (pst) -in MASONRY: COMMODITY BucK see _ coo, e01145crew6 5116"An. 5116"10 Ism-Hs7116" An. 7116"HS Worn I Wight ...-....•.. Jerrb Wt I &1 I at(+) I Int(-) at(+) ntl-) at(+) Int(-) al(+) mt(.) at(+) Int(-) 25.5 25 1A2 3 3 0 80.0 80.0 70D 70.0 80.0 80.0 SCD 60.0 80.0 80.0 36 25 22 3 3 0 80.0 89.0 760 70.0 80.0 80.0 80.0 80.0 80.0 60.0 52.125 25 32 3 5 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 37.376 13 3 2 0 WD 80.0 70D 70.0 80.0 80.0 8Q0 W-0 80.0 80.0 25.5 37.375 1A3 3 3 0 W.0 BOA 700 ro.0 80.0 SOD 80D WD 60.0 WD 38 37.375 23 3 3 0 W.0 W.0 TQO 70.0 W.0 W.0 W.0 W.0 W.0 W.0 52.125 37.375 33 3 5 0 70.0 70.0 7Q0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 49.625 14 5 2 0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 W.0 W.0 WD 25.5 A4 5 3 0 W.0 W.0 70.0 70.0 W.0 W.0 80.0 W.0 80.0 BD.O W 24 5 3 0 6DD 80.0 70D 70.0 80.0 W.0 80.0 WD 80.0 W.0 52.12634 5 5 0 70.0 70.0 7Q0 70.0 70.0 70.0 7Q.0 70.0 70.0 70.0 18.13515 5 2 0 W.0 80.0 70.0 70.0 80.0 80.0 W.0 Boo 80.0 60.0 255A5 5 3 0 W.0 W.0 70.D 70.0 W.0 W.0 80.0 W.0 W.0 80.0 3625 5 3 0 80.0 WD 70.0 700 80.0 WD 80D WA W.0 80.0 52.12635 1867 5 5 0 70.0 70.0 7QD 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.12516 5 2 0 WD 80.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 25.5A8 5 3 0 80.0 80.0 70.0 70.0 80.0 80.0 80.0 WA W.0 saD 3626 5 3 0 69.2 69.2 69.2 69.2 69.2 89.2 68.2 69.2 60.2 69.2 52.12536 6 5 0 67.4 67.4 e7.4 67.4 67.4 07.4 67.4 67.4 67.4 67.4 52.1257 5 0 W.0 00.0 W.0 WA 60.0 60.0 6Q0 W.o 60.0 600 521257 5 0 W.0 W.0 W.0 W.0 W.0 W.0 W.0 WD 6oD W.0 52125 W 6 5 0 W.0 W.0 fi0.0 W.0 W.0 BD,O 80.0 'a 60.0 W.0 52.125 Ba625 e 5 0 W.0 W.0 W.0 W.0 W.0 W.0 60.0 W.0 fiD.O W.0 BUCK DIMS FLANGE FRAME WINDOW -ways° �°a�`waa�am.. mi nsr rmuus. -smueruaa AW1199 rm4 /6vrr.19E lmt om]iT-fieatwrt weeuns -awv .rturas sun At1s e316 -r�sFMn cuau/,1Ia( 1 sIcifihMI ffiV lMc W:11 uuuwm mK A 1/3 Oo6 1/4• nowot) ]rm rmwrt 4 CA1 qq '- AND SEALED TO BE VALID. James B. WhRtum, RE FL d 0027689 LAGLJ_L.W 8533 Acorn Rld99e Ct. Tampa, Florida 33825 813-928-9719 g � drowing no. SH9000 SHEEP 7 9000SH Design Pressures psf) - Wood: COMMODITY Buck Sae -- ('inch'esj' . . Cary #of AnchorsName 5/16'An. 5116, IG 51GFS 7/16'An, 711THS Wck Screw tOSM Scf Eck Screw V110 SM Scf Deck Screw 1010SMSotft Deck Screw 41USMScrew LbcK Screw 10 Screw Wdlh I Height J6aa Fair Sa 6&t(+) I ht(-) Btt(+) ht(-) &t(+) ht(-) &t + ht(-) &t(+) ht(-) &t +) I ht(-) &t(+) I ht(-) Ext + ht(-) &t +) ht(-) &t(+) M ) 18.125 25 12 4 3 80.0 80.0 80.0 80. 0.0 70.0 70.0 70.0 80.0 80.0 8Q0 80.0 KO 80.0 800 80.0 80.0 80,0 80.0 25.5 25 1A2 4 4 4 80.0 80.0 8D.0 80.0 70.0 70.0 70.0 70.0 80.0 90.0 80.0 80.0 80,0 80.0 80.0 80,0 00.0 80.0 80.0 80.0 36 25 22 4 5 5 80.0 111 60.0 60.0 70.0 70.0 70.0 70.0 MO 8D,0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 BID 80.0 52.125 25 32 4 6 6 70.0 70.0 7QO 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 37.375 13 5 3 3 80.0 111 80.0 80.0 70.0 70.0 70.0 70.0 8Q0 80.0 80.0 80.0 80,0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 25,5 37.375 1A3 5 4 4 80.0 80.0 60.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80,0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 36 37.375 23 5 5 5 80.0 80.0 80.0 80.0 70.0 70.0 70,0 M.0 BID 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 52.125 37.375 33 5 6 6 70.0 70.0 70L0 70.0 70.0 710 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 49.625 14 6 3 3 60.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 25.5 49.625 1A4 6 4 4 80.0 80.01 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 36 149.625. 24 6 5 5 80.0 81.0 1 80.0 80.0 70.0 70.0 7QO 70.0 80.0 80.0 8Q0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 52.125 49.625 34 6 6 6 70.0 70.0 70.0 70.0 70.0 1 70.01 70.0 70.0 7QO 70.01 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 62 15 7 3 3 80.0 $0.01 80.0 80.0 70.0 70+01 70,0 1 70.0 80.0 80.0 80,0 801 80.0 80.0 80.0 80.0 10.0 80.0 80.0 80.0 25.5 62 1A5 7 4 4 $0.0 80.01 80.0 80,0 70.0 70.01 7QO 70.0 80.0 BID 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 36 62 25 7 5 5 80.0 80.01 80.0 814 7QO 70.01 70.0 70.0 80.0 80.0 810 80.0 80.0 80.0 80,0 80.0 80.0 80.0 BQO 80.0 51125 62 35 7 6 6 70.0 70.01 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7QO 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 18.125 72 16 8 3 3 800 B0.0 80.0 1.0 7QO 70.0 70,0 70.0 60.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 25.5 72 1A6 8 4 4 80.0 .0 80.0 80.0 70.0 70.0 70.0 -,DO 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 180.01 80.0 1180.0 36 72 26 B 5 5 80.0 BQO 80.0 80.0 70.0 70.0 70.0 70.0 80.0 81.0 80.0 80.0 80.0 80.0 80.0 BQO 80.0 80.0 80.0 80,0 52.125 72 36 B 6 6 68.970.6 70.0 68.9 68.9 70.0 70.0 68.9 68.9 70.0 70.0 68.9 68.9 70.0 70.0 68.9 68.9 70.0 70.0 52.125 80 9 6 B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 52.125 86 10 6 6 60.0 60.0 1 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.01 BID 160+01 50.0 1 BID 6D.0 160.01 60.0 60.0 52.125 90 10 6 8 60.0 60.0 60.0 60.0 60.0 60.0 BID 60.0 60.0 60.0 60.0 BID 60.0 60.0 60.0 610 SIO 60.0 60.0 6D.0 52.125 93.625 Ti- 6 6 60.0 60.0 60.0 60.0 60.0 60.0 BID 60.0 60.0 60.0 6Q0 60.0 80.0 60,0 60.0 60.0 60,0 60.0 60.0 63.0 euw" FIN FRAME WINDOW Ox 1, 2Ut, a 1N 16T 1®AR KJISYffi � /Sei I EIMPIMIIDL M 11PILT-P[EarNR PPoWCIe. 1M' Sa9r GNImIA Qm 11V B" WMOto ea]I C4a.MRD 1EIN A 1/4laxe WOffASi a 8 ANp SEALED 70 BE VALID. � ,lames B. Whittum, RE ih FL 8 0027689 8533 Aeom R.Tg Ct. M Tampa, Florida 33625 813-82Q8-9719 f J dmwin9 no. N SH9000 BUCN 1ND]N FIN FRAME WINDOW aexr rao rvuesa We -wraee ersn aN edm1. �. a am 1FSr wsnla SIIdCIAW /llLL1R' fllr AaPllr/H£ im WPILi-I�RTINr -C Y95 FFiI ASN E1r00. -F/SIF]�rn fJlnAlaeta file 9ZM I.D YDmTID rIUE ®1 i a sOmw O�R 1/V NcoawJ Aw emmrt A CA2 ' $ m n g 9 SCIA o a� zw1 8 AND SEALED TO BE VALID. Jameo B. Whiltum, RE F FL a 0027689 8533 Acorn Ridgge Ct. m Tampa, Florida 33825 r B13-928-9719 z t4 :) nA 1 p @j{ B amwin9 no. SH9000 SHEET g 9000SH Design Pressures (p -Wood: MODULAR Buck Sae - (kN:hes)'-Nane WO � ri 41 AlIChOf6 6/18'An. St1a-13 5116MS 7/i8-An. 7f16'FiS Deck Screw 105M Scr Oack Screw l0 scrwA LMkScrew OSMScr Deck Screw 105M Scr Dxk Screw ST4 r 1M4N ibgM Janb Hdr Sill Bet.(+) bul•) Bet.(y M(-) &t(+) Int(•) &t(+1 6M1F1 rxt(y In[(-) Fsl(+) In[(•) &u(+) ht(-) &L(+) Int(-) Ett(+) Nt.-) . 80.0 80.0 80.0 80.0 8f1.0 80.0 BD.O 3D 2d 26M 4 4 4 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 Sao 80.0 80.0 80.0 80.0 80.0 90,v BD.O 80.0 80.0 32 24 2820 4 4 4 80.0 80.0 80.0 80.0 70.0 70.0 70.0 ]0.0 80,0 B0.0 BO.v 80.0 80.0 BD.O 80,0 80.0 60.0 80.0 80.0 BJ.v 3B 24 3020 d 5 5 B0.0 B0.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 Boo 60.0 80.0 80.0 80.0 80.0 80.0 80.0 E0.0 80.0 40 24 30M 4 5 5 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 44 24 3820 4 fi 6 ]0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ae za 4o20 a B a ]o.D 70.0 70.0 To.D 70.0 70.0 70.0 70.o To.v 70.0 70.0 ]o.o 70.0 70.0 70.0 Tao 70.0 70.0 70.0 ro.o 52.126 24 4.120 4 e 0 70.0 70.0 70.0 70.0 70.0 7f1.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 7Q0 70.0 70.0 70.0 70.0 24 38 2IX10 5 4 4 BO.D BOO 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 3D 38 2830 5 4 4 80.0 80.0 80.D 80,0 70.0 70.0 70.0 T0.0 80.0 80.0 80.0 80.0 67.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 32 36 2830 5 4 4 8D.O 80.0 80.0 80,0 70.0 70.0 70.0 70.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 38 36 3030 5 5 5 80.0 Ba0 90.0 80.0 70.0 70.0 7D.0 70.0 80.0 80.0 eQ0 80.0 80.0 80.0 80.0 80.0 e