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Home My WebLink AboutPRODUCT APPROVALAW l.� Oft: VE BCLS 0Ha." t�lA aserR giumaan o i syn ¢ vrdiarge starsarecs wouwtwrs j ree Stan sas Sete reap unks [ sezRn. N�+1 g; =U.',,appr 911T Lucie Count P uses: wel¢.user Y, ermining Pmdud AOOmvrrMena>pmduR Or AOdi ffalEaA">ADoa Ogr th!> Appli.U.0a, it SCANNED BY St. Lucie County FL # Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phonq(15mall Authorized Signature Technlcal.Representative Address/Phone/Email Quality Assurance: Representative Address/Phone/Eioaii Category :Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report: Florida License' Quality: Assurance Eridty Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product. Standards Certified By Sections from the Code FL16952-R2 Revision 2017 ,Pending ,FBCApproval American Metals.Supply; Inc L3119: Queen Palm Dr., Tampa, FL 33619 (913) 242-8100 Santos:Gonzalez@ainericanmetals.us SantosGonzalez Santos.Gonzalez@amerlcenmetals.us Roofing Metal Roofing Evaluation Report Rom a Florida Registered Architector a Licensed Florida Professional Engineer 0. Evaluation: Report- Hardcopy Received Do Xim PE-49497 PRI Constructlon Materials Technologies, LLC 05/21/2922 COUCK Engineering, 0 Validation Checklist -Hardo pyReceived FL16952 R2 COI certificate oF'ndeoe den&+odf. Iq�i �WEO F®NG� 1504 2002.4 �oE G�MCO � 1609 C 2002.4 �-� • �' NOGG Nov 2 o zot9� Fe�� COP if 4R Product Approval Method Method.2 Option B Date Submitted O1/10/2038 Date Validated O1/1S/2018 Date Pending MC Approval 01/21/2018 Summary of Products i FL # I Model, Number or Name. Description 1 16952.1 _3 Riser Aluminum Roof Panels 0.024"and 0.030" thick x 3° xe12" wide riser mof panels Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ- Yes Installation Instructions FL16952,.R2 14 2017 FBC AMR 3In h Riser Pan Install Dwo.odf Impact Resistant! N/A Design Pressure:.+48.6/-48.6 Other:`Foruse in outdoor, patio construction only. See Installation Instructions for other design limitations. Verified By: DoKimPE 49497 Created by Independent Third Party: Yes Evaluation Reports' FCi6 _ R2 Arz 2o17AmS_Eviilu'tjpnpe,,Lt,vdf Created by IndependentThird Party: Yes _ BOck Ne>t mtt Us:;: S60] 8kU5ro' Tz A � 399'PM1one: a50-48)d834- TIIe Sta[e ar Flort4z isan(WEEO emgoy¢r.L M1 20Ur-)05fFl 'A ;:Pr, Sgtement::. pernsipTM S[atemrMaBePona Sgtemen[ P UiA AyPMvel Atceprer ruf setari-VN Ix"{,I+„YC:C AM9QD en METALS SUPPLY -ALUMINUM 'ROOF PANELS l/f33LO'U711�; Palm Dr. METALS: Tampa, FL 33818 UP_P.Ir ^ _ (813) 242.8100 LOCK PANELS TOINOrALL o.75P-. A �5' (ttP.), 5 IDS PEAPa cl.. EOU41Y SPK 3" RISER ROOF PANELS Fa osuraB ASIX7-IOUltimate 11 77Pre loreS an Table :OPEN UCTURES- -- WIndS eed soasis.Pressure 0.01A"a'. ft 0.030"s an It 110 Mal - 10.00 A OD UO 21.2 9.85 12.00: 130 _ 7A.8 Ado 27.00 , 140 28,8 RW 1158. 150 33.0 837 1L11 IW 37.5 AW 8.50 osuree � ASCP7-lOUlOma[e Desi CIDSED A ACNEO'Desl Tahle*11 nPressure ft IUD. ISO 120. 22.6 T7." a . 30.835.3 40.2 PRODUCT APPROVAL DETAILS: • BLDO CODE: 61h FAb on (2017) FW)UDA BUU.DIN'O CODE • HVHZ: NOTFORUSEiNHVHZ • LIMITSOFUSE: FORPATIOUSE ONLY. -CARPORTS -PATIO COVERS' SUNROOMS -SCREENENCLOSURFS -CANOPIES, Notes: -0TIIERSDr1ILAR MINOR STRUCTURES 1. Alumiimmmafpanelsshallboofolmaiaum oilay3105-Hi wappmverlNual. Z Roofponel Voila! thidanm tested: 0.020 and 0.030-. 3. Prdd-0 maudals confoan to ASTM B209. 4. �Allinsidebendrodiiart0.047tatm othaM"senotedd 3. SlunJard Mbmi6tc6ringToleamas: Dimension+%.0.005 Radius+/•.065 Anale +/-I- 6: Product lmt remrtim 0.010• and nn7d•96le4.... 4A]•o:...eY.eo.__i_s 7. All Goldeli- afardlnminum Sfmda aa. W-hingrnn, DC, far wild resiiiam Chapter 16 for Compoaenu and Cladding Loads, ASCE 7-10 Chbptei30 Cladding forEnelosed and Open Strucnues. Effective nma for wind load sq. fcar(absolule value of cannot IIDS design pressure is shown on spanu B. 'Saran schedulc.Show mnil®m roofp=l spans beuveiuiuppons Max:., 9. Mean raafheigU ofsaucture shaft not exited lS foot about grade Span .based 0n5•inaa IOU siopo.Spaqublas foranclascdsuocurts based on Ia. h roofpanal shall be eaanccud par daieo pmfessianars inrtm4Vons bt osureC ASCE7-10 Ultimate Deal a Pressure Saan Table. ' OPEN MUCIURES %MndS end 'Deal nPressure 0.M's an ft 0.030"$pan It 110 22.2 9.73 _ ILOO - 120 25.0 9.38 _ 'U.00 130 - 30.0 8.67 11.44 140 - 34.8 ].93. 889 150 39.9 7.46 816 I60 D asure C-- JASCE 7-11C Ultimate Design Pressures an Table' ' FNQOSEO ATT CHEO STRUCIURES WIndS eed Design Pressure 0.024"a an ft - 0.03Ms an It ` ,. 110.. 173.0,. .. .9.63 1200 120. 'Z].3' 9.09. ' - 1174 130 '32.1' 832 - ' 11.21 140 . _r37:3 7.70 - - &M . . 150 42.7 7.21 - 779 160 '486 6.19 •715 D O ICI M ASBOCIATE9, LLO CONSULTING STRUCTURAL ENGINEERS roeo4rma Ten{•:Mango .H o E a'& N FBC ,d 3t°J an and In 36' n . 0 m �N 1 L68 N O.le ama SS 4q 5 m GEII of aorc" ianb7 2 u Q. 0, 0a> R 0. Z U u rc¢arc¢ E U O Fi (Ig mtiu.mm.lism ekswnlariYOPadmarwee" Mod%NaaPEan Nn4auu4naa aIgI�J s4nn:..nmtrer•Pwawsa:i.,.m � V s•w4n•4,ss;.4.n4uda.naa:syna im¢tbtngp5 vI ryperyoNcmgev ]ma0l.Jmssl:a@aaVP v:gll R'swekd� 9fA!n.a anpnntv(3(atg cay?.tatue_Ef =aas Wotluci'Annnrvnl Memi > Pro oa, 400i tiers Search > 4y0eMWn n t> Appliraeon metal FL.# FL10970-R7 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized. Signature Technical Representative Address/Phone/Email '.Quality .Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standardand-Year(of Standard) Equivalence of Product Standards Certified By a GELD -WEN. 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport': Blvd.. Klamath Falls, OR 97601 (800) 535-3936 customerservlceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS.202 ..Year 1994 21 affirm that there are no ctianges'in the new Florida B 'ding Code which affect. my product(s) and my product(s�% cry S compliance with the new: Florida -Building 1Cprdd��I�. c4 Co ` G��I `♦YPv1 E Dowmentation from. approved Evaluation or Validation Entity 0Yes 0 No GN/A a t��V`��+�w(I�?� V� Product Approval Method Method S.Optlon A �.(• .0 0co Nov � Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending. FBC Approval Date Approved 07/15/2017 Summary of Products FL # Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125e x 72' Insulated Glass (1/8.in -Y/8 Out Annealed). or Single Glaze (3/16 In Annealed) Limits of Use Certification Agency Certificate Approved for use In HVHZ; Yes Ft10970. R7 G cAc NI011674-RI odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date' Impact Resistant: No 01/31/2026 Design Pressures +50/-50 Installation Instructions Other: FL10270 R7 li DP- -- U-.52 i25k72 Installation Tnstructjons.odf. Verified By: Hermes F. Norem, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports EL10970 R7 AF PFR1032.adf Createp by independent Third Party: Yes CnnteR s Z: 2601 BIWISulee Road. TWIFM1 323" p oe; 8W8 S87,I824 The Stale of Fkddahan AA/EEU employee CddvdsatJ007-2035 tFlodd ;: Prlvaa Smtemwt:ActezzlemN Statement;[ Retied Statement Under FI rich law,'mall addree Sa. are nla k remsd,, it. you d0 not want your e-mail address released In nYponze to a publk-:'[gels S,,uezb donut send ele mall to Nis entity. 4¢tead, cone[[ tie ubke by phone or by tmdRPohal ma0, It you have any duezilons, Pit.. tdntatt 858A87.1395.'Poo.eat to Settion 4: (1), N.M. statute, eeacMa October 1 2012, I ., licensed under Oapmr 455 F.S. moat pmvlde tie Department rem as ema0 address If they have of emaih pmvWed may trc used toreeltlel Wmmankatlon w•hn tM r �.,.,. x... a>w.emr _._ _ . - �-_.. __ ._ _ ... _ .. _ tlltk ardg. Ptotl�u�tt AAlIPDta^^.rel Aaept•: �Securitvm iTAI Cs, W MAx, cams e :i 9 vr a e 1 V n'. . EMEEDKENi 1 r xax. 1 A SPACE I t� l � DIIV CORNING iG I199 SILICONE GLAZING DETAIL TYPICAL VERTICAL E. FRAME SECTION NOTES Caulk bet•ean unit and opening, yK. DDV COQInNG ]i99 SILICDNE I r GLAZING DETAIL 1/IMAX SPINM SPACE a .ram. • The product shown herein is designed, tested and manufactured to comply with.the wind load -criteria of the adopted InternationalBuilding Code (IBC), the International Residential,Code (IRC), the Florida Building Code Including the 'High Velocity Hurricane Zone° (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. o Minimum nominal glazing: 9/16" monolithic or 1/8" Insulated. • Installation methods may interchanged within the same opening. • An impact protective system is required where wind' bome debris protection is required by local building code. 1 trllf� • Maximum sizes are buck / net sizes and do not include frys� of 809211 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. .@ is not intended as a guide to the installation, ; process and does not address the sealing consideration that may arise In dlfferent2 7 wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go towww.field-wen.comlresourcesMste�adon. : -o T T This drawing and its contents are confidential and are not to be reproduced or copied in whole or in pad or used or disclosed to others except as authorized by JELp-WEN, Inc. MASONRY (NCTL 210-3656-1A) 1 1/4' MIN, EMDEDMEN1/4' MAX 7/„ SHIM SPACE. M NDODE `° oK:r m a' ° d TYPICAL HORIZONTAL FRAME 'SECTION NOTE, Caulk bet•een unit .and, opening, MaxFrame OP IMPACT] Max Frame Installation DP IMPACT 52 x. 72' +50/-50 NO Notes: 1. Seal flange ./window to substrate. 2. Use a/s'Tapcon.fasteners through frame with sufficient length to penetrate a.minimurrl of 1 1/40 Into the concrete (Min. Pa = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host. structure (wood buck, stud framing and opening) to be designed arid anchored to properly transfer all loads to the;structure. The,host structure is the responsibility:of the architect or engineer of record for the project of installation, olyltauyslgneduyflertnesr.Norero,P.E. 4. Fasteners are not required through the SIII. Reasona am approving this document Date: 2013.10.241108:16 -04'00' rd J I/2010 RPrtu7 rWW\�amathFaIsOR9601 TSNITS (541) 882 - 3451 Builder's Alurriirium (4100) Single Hung Masonry Installatton (52.125" x 72.00") 01 Ve M➢L MBEDMENT `I/4• MarSHIM - f'I SPACE➢DVC�NPd,u99sluccETICAL AME SECTION ➢TED Caulk batseen u t "d •pedag. ➢OV WRN➢:G �— 1199 SILICONE I I MAZ➢NG'DETAIL SKIIM MAX 3o SPACE f� a • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code Including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • Ali glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/fi monolithic or 1/8°insulated. • Installation methods may interchanged within the same opening. • An impact protective system is required where wind home -debris . protection is required by local building code. ti 11I111 Maximum sizes are buck /,net sizes and do not include fris% g Y. 1.,, This schedule addresses only the fasteners required to anchor the product achieve.the rated design pressure and impact performance (where applicable) up �� Q to the size limitations noted. It Is not Intended as a guide to the Installatign process and does not address the sealing consideration that may arise In dI erent, 7 wall conditions. For the complete Installation procedure, see the instructionE * . packaged with thewindoworgotowww.field-wen.comlresoumasMstallation. This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN, Inc. WOOD FRAME (NCTL 210-3656-1A) 1/MAX SHIM SPACE 1 ,1/2' MIN. EMBEDMENT Md BIS4- i W'J/.• 2X 3 I P= I TYPICAL HORIZONTAL FRAME SECTION NOTri Caulk betaeen uWt •M aWIng. Mox Frame Max Frarle DP DP IMPACT IMPACT 52 x 72' +50/-50 NO Installation Notes: 1. Seal flange/window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate aminimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project -of installation. 4. Fasteners are not required in the sill. /2010 rt,+ .]SAT Klamath Falls, Boulevard J L' �i r. E Klamath Falls, 82 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x'72.00") W MAX. m 14.3 8" FROM O.C. NAY. CORNERS a• m¢ —Q3 om yr T1"" f 3" l sipl xax /%� MAX. �\ SPACE 2. GLAZINGING 1199 SILICONEAZING OETAO. TYPICAL V FRAME SE NOTE. Caulk uNt • , 8 ING 11�99 SILICONE Gu m[ I C ING DETA L4' NAX WON SPACE �.-- WINDOWMOTH (52V MAX.)�- • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code Including the 'High Velocity Hurricane Zone° (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: Vie' monolithic or,1/8" insulated. • Installation methods may Interchanged within the same opening. • An impact protective system is required where wind borne.debris protection is required by local building code. t 11111 11 • Maximum sizes are buck / net sizes and do not include f RS g J 1 This schedule addresses only the fastenersrequired to anchor the product to �� achieve the rated design pressure and impact performance (where applicable) up,�� Q to the size limitations noted. It is not intended as a guide to the installation, process and does not address the sealing consideration that may arise In different: 7 wall conditions. For the complete installation procedure, see the instruction packaged with the window or go to wsm.leid-wen.com/resourcesfiinstallaUon. = •o T T This drawing and its contents are confidential and are not to be reproduced or Copied in whole or in part or used or disclosed to others except as authorized by .. JELD-WEN. Inc. NAIL FIN (NCTL 210-3656-1A) I/4',MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION nE Co between.0 and ap , Max Max Frnme Frarle DR DP IMPACT .IMPACT 52 z 72' *50/-50 NO 1, Seal nail fin to substrate, 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Yz" Into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure Is the responsibility of the architect or engineer of record for the project:of installation, 4. We recommend using Tegratite'" installation Lttp://www.leld-wen.corn/newinstallationtechnologvq for weatherproofing. 5. Window Includes a slip on aluminum 6063-T5 Hall fin (ryp. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. vamEcr ENGSNEER: DATEF 24 2010 37371akeport Boulevard Tetzlaff ��/ 'NITS �LD-*TN Klamath Falls, OR 97601 (541) 892 - 3451 Builder's Aluminum (4100) Single Hung Nail Fin Installation (52.125" x 72.0011) 02 f E 'f �_WINDOW WIDTH '(506' MAX.) FRROMMAX. CORNERS 7" O.C. MAX. 'I' MOL TMwpM 0. EtW 1 `IM•,NW t I my SlUoMn use salcoME BLAZINGG nETALL TYPICAL` VERTICAL. FRAME SECTION NOTES Caulk between .Ht m e,wZ ow �06 119n SiLItONE / mn 'Ann nETAR. V1' W f_SMIM SWE a. l u The,product shown herein Is,designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone' (HVHZ),and the Industry standard requirements for thestated conditions. • All glazing shall conform to ASTM El300. • Minimum nominal glazing: 3/s monolithic;or 1/8' insulated. • Installation methods maybe Interchanged 'within the `same opening. Or An impact protective systemis.required where wind bome debris protection Is required by local building code. 1 111111y, w, Maximum sizes are buck / net sizes and do not Include fry&%l0 g This schedule addresses only the fasteners required to anchor the produd achieve the rated design pressure and impact performance (where applicable) up to the sizelimitations noted: It -is not intended as a guide. to the installation- S�, process and does not address the searing consideration that may arise in differenC: 7 wall conditions. For the complete installation procedure, see the inshuction� * . packaged with the window or go to www.ieldwen.comlresourceslnstallation. This drawing and its.ogntents are confidential and are not to be reproduced or copied in whole or in pad or used or disclosed to others except as authorized,by JELD=WEN, Inc. STEEL STUD (NCTL 210-3656—IA) 3 Thread MIN. Through Stud 1/4' SHIM SPACE MAX M Mox Frane Max F'rarne DP DP IMPACT IMPACT 52 x 72' 52 ".x 72" +50/-50 +50/-50 NO ND Installation Notes: A. Seal flange! window to substrate. 2. Use-#10 PFH sheet metal screws or greater through framewith sufficient length to penetrate minimum of three (3) threads beyond metal substrate (Nita. 18 Ga., Fy= 33 ksi), S. Host structure (wood buck, stud framing and opening) to be designed and anchored o properly transfer all loads to the structure. The host structure is the:responsibilityof the`architector engineer of record for the.proledt.of installation. 4. Fasteners are not required in the sill. R �LDVEN Klamath FaIIsORu9760i (541) Hat - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" k 72.00") av,• MAX. 14 3/8" CORNERS D.C. MA)L m t I I I I - 06 T N n o / WINDOW WIDTH (52V MAx.)--� s.¢L Sn N 3 1 r•m NM Stun `f/a• Nnx O.C. t asv ¢ MA%. � I , urz era TYPICAL VERTICAL FRAME SECTION Nam. Ca"IN wi."n 11" Lmm� "7_rrusv suRm¢ Mx O6— °- b _ -NERS 3 s r$` spun • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/s monolithic or 1/8" Insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. t 1111111 • Maximum sizes are buck / net sizes and do not include f rys�t7F g s� 7 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation S process and does not address the sealing consideration that may arise in different: 7 wall conditions. For the complete Installation procedure, sea. the instructionz packaged with the window or go towww.field-weh.com/resourcesrinstallafon. ► -a T T This drawing and Its contents are cordidential and are not to be reproduced or copied In whole or in pad or used or disclosed to others except as authorized by JELD-WEN, Inc. STEEL STUD NAIL FIN (NCTL 210-3656-1A) Max.Frame DP IMPACT 2. Use, sheet metal screw or greater fasteners through the frame with sufficient. length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect engineer of record for the project of Installation. 4. Fasteners are not required though the sill. 5. Window includes's slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. ramecr ENCLu�a- '0 3737 Lakeport Boulevard A2/25/2010 JET EOrW �T Klamath Falls, OR 97681 Tetrlaff NTS j�J9 �v GJ \ (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") 01 AOUu A I >B "U er'O a nca�:. >Poellglb�tM> APVti®a. oared FL # WonMRt6 PC9/t�R,Rd oa9abi01;pM egatPly';aefa SCANNED BY CountySt. Lucie FL14569-R9 Application Type Revision Code Version 2017 Application Status Approved •Approved by DBPR. Approvals by DBPR shall bereviewed and ratified by the POC.and/or the'Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative: Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated'By Referenced Standard and Year (of Standard) Equivalence of Product Standards. Certified By Product Approval Method .Date Submitted 1❑ JELD-WEN 3737 Lakeport. Blvd Klamath Falls,.OR 97601 (800) 535-3936 fbcl®Jeld-wen.com Jason Kantola fbcl@Jeld-wen.mm 3ELD-WEN. Corporate Customer Service 3737Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customemervt a gents@jeld-wen.com Exterior Doors Swinging.Extenor Door Assemblies Certification Mark -or Listing National Accreditation &Management Institute National Accreditation & Management InsBtute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Flonda Licensed Pmfessional Engineer or Architect /� r lej 11A G �y CE Method 1 Option A ®DE Cx f �oVAP�� 30/02/2017 S T • 03 n ��% e �4.� OQ `'l �0.® -p19 W" Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summa -of Products FL# Motlelr.Nomberor Name Description 1 Co-.--- Steel, Wood Etlge Full Ute Door, Outswing, W-0" x 6-8- Limits Approved of Use Approved for use In HVHZ: yes Certification Agency Certificate r EI IAH2 Approved for side HVHZ: Yes Impact 99 4 NI006 R7 rt'6cat endf Quahty Assurance Contract Expiration Resistant Yes ant: ye Design Pressure: +60)-60 Date 09/30/2019 Other. Productmust Installed per manufacturer Installation Instructions as ins[mctionsas stated On drawing ]W0509-03 n "1119 R it y'O5n9'n 3 t 11 6 f verified By: Hermes Norero 73778 Created,by Indepentlent Third Party: Yes Evaluation Reports_ FL1456 R9 A p Ra499 „dr Created by Indepentlent ThIrd,Party; Yes_ 14569.2 Contours5[eel, Wood Edge Full Lite Door, Inswing, 6'-0' a 6'-8' Qmity of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved, for use Outside HVHZ: Yes Impact - Ft14569 R9 C Cnr NI006 02 R C "B r Quality Assurance Contract Ex iration Resistant: Yes Design Pressure: +60/-65 Date O6T30/2019 p Other: Installation Instructions R{4569'R9 1I tNJ050 -04 irimilation.odf - Verified By; Hennes Norero73778 Createtl by Independent Third Party: Yes Evaluation Reports FI ]4569 R9-AE Raa9 df Created by Independent Third Party: ,Yes 14569.3 Contours Steel, Wood Edge Full Ute Door, Outswing, 6'-0' x 8'-0" Limits of Use Approved for use In HVHZ: Yes Certification A en Certificate ryN70b6 Approved for use outside HVHZ: Yes Impact Resistant: Yes FL34569 R9 r9r 5a s r r FL 145yAssurance Contract Expiration Date Design Pressure: +50/-50 Other. 09/30)20I9 Installation InstrInstructions,fVedd 05 -dl n 07 Flesmre02 if Created by Independent Third Party: Yes Evaluation Reports EL74569 19A P Ra 91 d/ Created by Independent Third Party: Yes 14569.4, Contours:5teel, Wood Edge Opaque, Door, Inswing/Outswing, w/or w/o Impact & Nan - Impact Rated Glazed Sldelites, 12'-0" x 6•-8- 'Limits of Use Approved for use In HVHZ: Yes Certification Agency Certificate g F114569 n9 Approved for use outside. HVHZ: Yes Impact Resistant Yes C Cer ^'701106 h[OItOfi Ot r Quality Assurance Contract ExplraUOn Date Design. Pressure: N/A re 'ONer. 04/30/20 20 Installation Instructions FI 14569 R9 II WO 01 II VerifiedNorero03778 Created by Independent Third Party: Yes Evaluation Reports F114569 R9' A Raul P dP Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Daor, Inswing/Ou[swing, w/ or w/o;Impact 8 Non - Impact Rated GlazedSidelites, 8'-4' x 8'-0" ve Use 'Certify®Hon Approved Approved for use In HVHZ: s Agency Certificate Outside Approved Poi use outside HVHZ: Yes V Impact Resistant Yes FL1456 R C r N1011061 RI rt'f - t� Quality Assurance Contract Expiration Date Design Pressure: +45/-45 Other 04/30/2020Installation Instructions FL14568 R9 it 1W07 01 F I 5t-II tl VenBed By: Hermes Norero 73778 CreatedbyIndependent Third Parry: Yes Evaluation. Reports EL14569 Rg AE P oaao r Createdd by Independent Third Party: Yes 14569.E Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-31' x 6'-8- Limits of Use Approvetl for Use In HVHZ: Yes Certification Agency Certificate FL14569 fy Approved for use outside HVHZ: Yes Quality R9 CeC 701108 R1 C - s Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure:. N/A Other: 14569.7 I Contours Steel Limits of Use _ Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; WA Other: Instructions Hennes Norem 73778 Independent Third Party: Yes Reports Yes Sldelites, 8'-11" x Contract Expiration Date independent Third Party: Yes Reports rn�n .'gtj15:: 360101aIr S,o�R - '^"ry'eryane•850<8>- 3 .ter n Tho 0mte of FloeOa V aBA4/EEa empbty. [ rla� 00)- 0 B -.:.Dip•ty 511Te1t ••pf¢•^SIEIIIM eTMmP[.. ReM1n '� ..— e�T�[ .eIn•'n! pleepua�Appronl Pccepu: ®ply 0R9m s CCnri lti'8t s'ril [;ti, CONTOURS 24 ca OPAOU ------ u•lcniw I IUwL WIWINU WOE QS.CJ B INTERNATIONAL RESIDENTIAL CADS 9 R.C:)AND THE CURRENT FLORIDA BUILDING CODES (FSC). OROOUCr HAS SEEN TESTEDTOTAS 201.94,TASZ02-94AND TA320I "PRODUCT.AL,SOMCETSWIGHVELOCNYHURRICANE20NE.(HV4Z)REOUIREMENrS. ' 2.IXANO 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE. BUCK'MATERML MUSTHAVEA SPECIFIC GRAVITY OF 0.65ORGREATEP- 3. PRODUCTANCHORTYPES AND SPACNGARE SHOWN ON SHEET 7. DIMENSMNSSHOWN FORANCHOR SPACING ARE ALWAYS FROM EDGEOF UNIT FRAME, ANCHOR EMBEDMENT" BASE MATERIAL SHALL 8E BEYOND WALL'DRESSWOOR STUCCO. 4.THIS DOCUMENT SUPERCEDES OTHERANCHOR INSTALLATION WSTRUC710NS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS; REFER TO JELD.WEN DOCUMENT#JINOS (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THERUCTOEN WEFER T 1ELD.WSN.COALPRODUCT SUPPORT/DOCUMENTgIINSTAUATIONANST HE jELNB' 5p. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NONIMPACT GLASSSIDELITES., - 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1,. 37 12'MAX., 1148'MA%'FRAME:J— SHEETI. ro..,�,..., {�=.74-MAY caeuv 7: ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116-DEEP. -r= E%AMFLE:. � �. O S. COREDESIGM- EXP D POLYSTYRENE WITH 1.0 TO I LES DENSITY, BY JELpWEN INC. 9. FACESHEFTS: 24 GA(0.021- MIN) THICKNESS. 23 33. N3� GALVANIZED STEEL WON AVERAGE MIMMUMMELD S20 6)RENGTH FY(AVE)A0300 PSL 0—�2 S IMPACTLITE NONAMPACTL 6-0 X 6.8 ELEVATION DOUBLE COX) DOUBLE COMPONENTUs ITEM - OESCRIPnON - MATERIAL CITY. 1 'NON-0OMPRESSION SHIM(025- MA)L THK. - 2X WOOD SUB BUCK S.G. MUST BE 0.55 OR GREATER) '- - WOOD WOOD AS REG. AS RED. 2 3 II, WOOD SUB SUCK S.G. MUST BE 045 OR GREATER WOOD AS RED 4 VIU WOOD INSTALLATION SCREW W1112'MIMEMSEDMENT .STEEL AS RED. 5 7I18' RW TAPGON ANCHOR WI194' MIN. EMBEDMENT STEEL. AS RED. G M10X2'PHI11IP3FLATHEADWO0DSCREW STEEL SCRUB T "" PHILLIPBFLATHF10 WWISCREVV_ - '$TEFL AS RED. 8- 99 X V P14ILLIPS FLATHEAD WOOD 6CREW STEEL 21 OR 28 9'. 1'OVERALLALUMINUM FRAME: IMPACT GLAZING IG BY ODL ALUMINU 1 .10 KWIKSET LOCK SERIES 400 STEEL .- 1 11. KWIKSET.DEADSOLT SERIE97B01 - STEEL 1 12 1'OVERALLPI.ABTICFRAME NON,IMPACT GLAZING IG BY OD PVC' 13 03X1- 112'PHILLIPS FLATHEAD WOOD SCREW STEEL. 1 AS REG. Digitally signed by Hermes F. Norero, P Reason:I am approving this document Date: 265.01.0715.- 4U3 05'00' w 0 0 Y g g rvIHh.4 UNI I J EXAMPLE: OXXO, OXO, OX 6-#BX2' APPLY DAP ALEX PLUSTW$I PFH SCREW AT ///--- OR EQUIV. BETWEEN EACH. MULLION TYP. / JAMBS BEFORE MULLING 13 Ff f; r z VE OOL IMPACT (ALLEN) FULL LITE ODL LIP-LITE NON -IMPACT 3-0 X"SHOWN 3-0X6-8 SHOWN DISEAL SIB' MIN.' j 1 71B' INIEBIO SASNET-i�S$BITE— I I n n _lle'TEMPEI- La 8w o a y 1-mL Oa PAE O0 GLASS 0 K / L FOAM OAiw � 1 3w 1— BETE,,g,m _ DETAIL g2Cuo SPACER DETAIL C2 IYSOUM ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING, DETAIL po MAX.O.L.O:,20, 112"XB29@' MAX- D.L-O: ' 63' z d _ Re (2) r� DETAIL A2 (12) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 1 aW 3/d'AIRS Ir MIN. Li 3LUL 2 s yCo O 1' MIN. 1'.MIN. 112•MIN. EMB 1/4' MAX. SHIM SEE NOTE 87 RITEAIOR ON SHEET 1 INTERIOR' -STATIONARYUNIT HORIZONTAL CROSS SECTION OUTSWING SHOWN 2p1' MIN. 1'MIN. — I 4 IF-114•Z MAX. 112'MIN. SHIM EMBED. OUTSWING LATCHJAMBATFRAME 1-MIN. I� 1'MIN. 4. 1 P_ Y Ire MIN. 1 4 '.q. 'INTERIOR EXTERIOR I 114' %% 1 12•MIN. 1/8' MAX.. EMBED:, SHIM EXTEROR SEE NOTE V INTER EXTEROR ON SHEET 1 t•MIN OUTSWING OPERATING UNIT UNIT OUTSW/NG STATIONARYUNIT VERTICALCROSS SECTION NON VERTICAL CROSS SECTION SILL HEAD JAMIS FE 97 ET 1 NOTES: FOR PLACEMENTOFITW TAFCON ANCHORS IN 2X BUCROR 1X SUCKCONCRE[ElvASONRYOPENINGS, SEE SHEET �O g XACHIEVED. >G TIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTIONIF JAMB AS LONG AS MMIMIIM EMBEDMENTISG S d HNGEATJOSSRECLGSESTTOV/EATHERST y>NEL148,(NIDX2•)ONESCR VTOBEWSTAILEOWEACH>%�TAIL�' .ATSILLPIACEANCHORINSILLBASEMATERIALFOR HING CEANC; �NAXIMUM ' ....__ t./ . S HORIZONTAL CROSS SECTION EXTERIOR 1•MIN. INTERIOR % i 9T � %% NOTE I'MIN. SHEETI -� 1/ SHIM I ` ^^^111 1 1/2. MIN, EMBED. OUTSWINO HINGE JAMS AT FRAME HORIZONTAL CROSS SECTION u 0 d$ HO N W T euN. 1'MIN. 1'MIN.— PMIN. ImsoNNY� 1-MIK 1'ASN. 1• i'MIK SYOTHERSTYP. 11l1• 1• ! 4' J,iBED 1'MIN. �•-' t'MI $ INEIIRM - OIIENOR EMR. 1'M1fNt •ag .. B. 4�. _� 11IVMIl1 5 3 _ N EMBED Iw %� FRfERIM Mnc SHIM SEENOTEAT kntR ON SHEET t 0 OUfSWING OPERATING UNfT VERTICAL CROSS SECTION HEAD JAMB / MINII 1 MR1'�'I OUTRWING OPERATING UNIT EATEROR, VERTIGIL CROSS SECTION IWMCR SILL .SEE NOTEtli ON SNEET 1 PIIER 0.G E%fFROP WRING STATIONARY UNIT VERTICAL CRCBS SECTION HEAOJAMS 1"1/4•MIN. ITEM NB; 010 XT) ONE SCREW TO BE INSTALLED IN EACH HINGEATJOB SITE • CLOSESTTO WFATHERSTRIP. V`V OPTIONAL MASONRriCONCREIENSTALL rj�ATSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR M JMUMSUPPORT. OROSSSECRON OPHEAO JMIBOR SIOE JMIB 1N' //' \ AWL ERIM1, CTE SA HEEiI pUTS)yING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1"BUCK �mA SEE REM pT 114•MAX SHIM _ 5 4 v i'MIN. vMIN. — 4 1 ,2 2 11MIN. I lir MIN. �I EMS. '. I EMS. 1/4'%� �- 114• MAX. VW MAX. SHIM SHIM SEE NOTE R7 EXTERIOR INTEROR SEE NOTE ON SHEET 1 ON SHEET INSWNG OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB INTERIOR STATIONARYUNR HORIZONTAL CROSS SECTION INSWINGSHOWN p1'MIN. L \\' 1 ti 1'-MII—N. —Ij �,WMAX. I lir MIN. SHIM EMBEM :INSWING LATCH JAMBATFRAME HORIZOMAL CROSS SECTION I'MIN. SEE NOTE NT ON SHEET 1 t q EXTERIOR PIOR .INTERIOft- 1 4 4 EMBMIN. 1 EMBED. Z EMBED. EMBED. INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL INTERIOR, O L % 4 1 2 1'MIN. E%7ERIOR i -SEE NOTE tt7 V MIN. ONSHEETI :I/d•MAX. II SHIM---111 111T MIN. EMBED: INSWING HINGE JALIB AT FRAME HORIZOMAL. CROSS SECTION / 1-11•MIN INSWING STATIONARY UNIT_ VERTICAL CROSS SECTION BOXED SIDELITE SILL NOTES: QiDR PLACEMENT OF. ITW TAPCON ANCHORS W 2X BUCK OR - 1X BUCK CONCRETEIMASONRY OPENINGS. SEE MEET OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION p m S rS $ OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS. p e b ACHIEVED. • O _ u� ITEM N. (910 X 21 ONE SCREW TO DE INSTALLED IN EACH a 9 a V - HINGEATJOBSITE, CLOSESTTOWEATHERSTRIP, p 5 �- z � 'a ATSILL, PLACE ANCHOR W SILL BASE MATERLU.FOR > L LL m n MAXIMUM SUPPORT. j z a ww� o 0 N �twwWg2 F �NZ Q1 2 O Orows doh 02S Oi N 0 . in a 4 } J 6 O a tr O.OF N i .d1I�cSF. N.,�4j .. O¢a8 � O e -B $ G3 P+� m: S 'AFFELL w..mw JW032012FL mn 5 w 7 I -MIN. 1114' CD K Ommov Mon" BYO�ERSTYP. 11/4' MIN. F11N. M, MIN. "UN INTEROR MIN. EMBED 5 114-MIN. EMBED T_ CONMETEI T CONME, MASONRY BY OTHERS 1114' MW. EMBED 4.* MASON BYO�ERS T 1w L/ 1/4. I -MIN MAX INTERIOR -- MAX' vff� INOPERATING UNM SHpf BHIM Dam TERTFI;AL _cRoss SEanom EXTERIOR BEEND V� T SEENOTE"EXRDIM BILL WE NOTE 07 ONSREETI INS OPERATING UNIT ON SH:T I ONSHEETI SEENOTEV Nrmm ROSSSECTION. ON SHEET I OPTIONAL/"BUCK INSWING OPERATING UNIT INSWING STATIONARY UNIT CONCRETE/ VERTICAL _CROSS SEC77ON VERTICAL CROSS SECTION MASONRY HEADJAMS HEADJAMB BY OTHERS EMBED INTERIOR 1. NIL 5 8 3X I'MtN I -MIN INSIMNGSTATfOMARYWIT EXTERIOR HINGE OET., VERn"L EWM�SSECUON If o BOXED SWELftE BILL 3 REOID I rMa I -MN' SEEIMAV 2 2 6 VA 2 7 MIN, EMBED, INSWING OPERATING UNIT Imlim HFAUZONTAL —CROSS jjC z Oz 11/4-MIN OPTIONAL I'BUCJC W BASED 06 I -MIN. I -MIN. I.Min. .86 �0. O!p EENcTEI,T 1. MJX ONSHEui 5 1- WN, —SEENOMNI x09 < IM' MAK 5 SHIM VMN. ONSHEJETf 00 0 1114-MU EMBED. SHIM I Itr MIN. ME F. obf F2 >ITEMOS, (VIDXrJONE SCREW TO BE INSTALLED WEACH HINWATJOBSn. CLOSEST TOWEA,,,,,,,,p. OpRONAL IONCREIRBISrAU FI>ATSILL, PLACEMCHORNSLLOAST MATERIAL FOR MA)UMUMSUPPORT. CRO55 SECTION OF MEAD JAMB OR SIOEJAMI3 or 7 NOTE: R1 2 3 4 5 SHIM FOR SUPPORTAT OR NEAR 74'MAX. O.A. FRAME 374YY MAX.- d EACH ANCHOR IS REQUIRED ��. ��OA FRAME o 3- TYP. i 3•TYP. III-3•TYP. �' ci 111 149° MAX. OA FRAME z Z - r I+31 TYP. C7. .C7 3. YP:+{ �;n S 2 3 S z� 1 I Z 5a �w A7 1 D7 ; L1� I - 1 2.E O X I X I D7 1 O m m --... -- o m I f I If I I 1 y 6-0 X 8 R OUTSWING/INSWING' 3-OXB-+B:OhUTSWING/INSWING DT: D7 _�, ?q (30) ANCHOR LOCATIONS . O (18) ANCHORiOCATIONS � (FROM EDGE OF FRAME) (FROM EDGE OF FRAMES) 12-OX6.8 OUTS WING/INSWING —� 6• _6• -I -(50)ANCHOR LOCATION, n 13•TYd $ •'7 (FROM EDGE OF FRAME 75" MAX FRAME ( -yl ( ttP. m. g a I�-3' TYP. 3. Typ. 112 1/Y MAX FRAME U 0. zc� 1 'I. e0 0 3 1 I '. yw5 i v�ai . z �a W Qaz OW PANELjCENTLR 9 5 DETAILA7 PANELCENl6n u (8) ANCHOR LOCATIONS AT MULL o X I I4 5 t i gn a a•tt'TI%6P. TP. 005 P. 0z0 0. m� m 1 6-0 X 6-8 OUTSWING/INSWING I Nwx 0-OX6.8.OUTSWINGIINSWING - (28) ANCHOR LOCATIONS T 01 a ti d (38) ANCHOR LOCATIONS FROM EDGE OF FRAM LLLPPP z �o �O .(FROM EDGE OF FRAME) ``��i E$ F O �4i� Ov c7 j -- 2-A8X3°PFH �� Q-ts`•,.� ^{ N SCREW FROM .::. •t4/ : 4 i All'SI n•ro.1R0/2012. ASTRAGAL KIT 5� ASTRAGAL KIT x �._ �_ 7 C "-^-^, •^-.»�-�.." rwuNONE 1- BOTTOM ASTRAGAL ;fbJ - * • D * �` uwm G.LU88ECI(E STRIKE PLATE C. 1-TOP A$TRAGAI - s W 7WeS DETAIL137 —M SSAFFELL STRIKE PLATE 1-BOTTOM SHOOT 198 E'q A c _ ♦�Kt3a DETAIL C7-C7 DETAIL 07-07 BOLT INSERT PLUG DETAIL 07-07 DA CN• (10)ANCHOR LOCATIONS OUTWING OR INSWING OUTWING ONLY 4NSWING ONLY FBPE.CEfW 'HBII i(1D, 29PS ATASTRAGAL 1\g032012FL s� 7 - 7 C_ I r1® Y� f — homes I R�rFvFn Re: Carport Ready Attachment (Host Beam) Verification: L2LLWO County, peril LOT 118—TALL PINES, 314 S ERIE DR, FORT PIERCE, FL 34946 SERIAL— WHCO25462GAAB To Whom It May Concern; The above listed Clayton manufactured home has been constructed with a structural attachment beam, or "host beam". The hose beam design and the home plans are both approved in accordance with the requirements of the Federal Manufactured Home Construction and Safety Standards commonly referred to as the "HUD Code% The design of this host beam allows an attachment (typically sheds, carports, screen rooms, etc...) to be made directly to the included structural member in lieu of the typically required "fourth wall construction". Please refer to the serialized floor plan provided by Clayton Homes to verify the location of the host beam. The attached manufactured home plan is required to be set-up or installed, on -site, in accordance with the Clayton Homes "Set -Up Manual' and its "Addendum". Please refer to SU-S- 93.0, SU-S-93A.0 AND SU-S-93B.0, which includes site requirements that must be followed in order to attach a structure to the host beam provided. These pages also has the maximum sizes allowed for any attached structure along with the requirements for perimeter blocking along the entire sidewall area where the host beam is installed. All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). The design shall comply with all applicable sections of the Florida Building Code that is in effect during the time of the construction of the addition. All attachment designs and construction are by others, not Clayton Homes. Any site installed structures shall be subject to permitting, plan review and inspection(s) by the LAHJ. If 1 can be of further assistance, please feel free to call me at 877-509-9299 extension 120. Sincerely, V , Terrell Spaulding Market Development Manager Clayton Homes —Waycross Home Building Facility 3350 INDUSTRIAL BLVD. WAYCROSS, GEORGIA 31503 (912) 283-6400 (912) 283-4036 LOT 118—TALL PINES, 314 S ERIE DR, FORT PIERCE, FL 34946 SERIAL—MCO2W2GAAB Oc106.2009-10.39am'.`CMHFPSTMFC_E4ENG'Pemublk%BEIOAPIA-RevVAIOh 116,HWC(dmkingpSU-5A3.dn THIRD PARTY LISTED ROOFTRUSS 12'-0' MAX. SITE INSTALLED _ ATTACH CARPORT TO SIDEWALL PER CARPORT MANUFACTURERS INSTALLATION _ _y INSTRUCTIONS AND THE LOCAL AUTHORITY HAVING JURISDICTION. CARPORT FOR MAX. TIE -DOWN ANCHOR SPACING, REFER TO SU SA3A VERTICAL.TIE-0OWN STRAPS TYP. GROUND ANCHOR PER INSTALLATION MANUAL 1 IN VwaII App. (SEE DETAIL''') PERIMETER BLOCKING REQUIRED AT B'-0'c.c. MIN. FOOTING SIZE IS 21 sgJrL FOOTING DEPTH PER TABLE B & IDA IN INSTALLATION MANUAL FOR MAX PIER HEIGHT REFER TO DETAIL SLLS93A FOR STRAP ANGLE REFER TO DETAIL SU-0.938 —� (TYP) PIER REFERTO TABLES Bb & 6c IN INSTALLATION MMVAL FOR SPACING REQUIREMENTS "�— ATTACH CARPORTTO ENDWALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE LOCAL AUTHORITY HAVING JURISDICTION. ' CARPORT ATTACH CARPORT DIRECTLY TO ' ENDWALL FRAMING PRIORTO INSTALLING SIDING ON ENDWALL (SEE DETAIL'S') VERTICAL TIE -DOWN STRAPS TYP. GROUND ANCHOR PER INSTALLATION MANUAL — 2 End T . wall A SCALE: 3H6'=1' ATTACH CARPORT T02a4 OR 2X6 AS REQUIRED SY CARPORT INSTALLATION INSTRUCTIONS AND LOCAL AUTHORITY 1. APPLICABLE TO ALL DOUBLE WIDE UNITS FOR ! WIND ZONE IB. 20 PSF MAX, 9'-0'MAX SIDEWALL HEIGHT. CARPORT ROOF TO HAVE — A, PSF MAX DEAD LOAD. S- 2. IN LOCATIONS WHERE ROOF LIVE LOADS W FACTORY EXCESS OF 10 PSF ARE EXPECTED, THE INSTALLED RAIL CARPORT SHALL BE INSTALLED COMPLETELY MAY BE COVERED FREESTANDING. WITH EXTERIOR PAINTED MATERIAL 3. PIERS AND FOOTINGS REQUIRED UNDER MAIN I -BEAMS PER INSTALLATION MANUAL. —VINYL SIDING 4. 1080 PSF MIN. SOIL BEARING CAPACITY REQUIRED, R . SidewallApp. � SCALE 3/B"�1' THIRD PARTY LISTED ROOFTRUSS SITE INSTALLED CARPORT f�FACTORYAIL ERED IOR ATTACH CARPORTT02a10 ASTERIA REQUIRED BY CARPORT INSTALLATION INSTRUCTIONSING AND LOCAL AUTHORITY I) pyp Endwall App. (IYP) PIER REFER TO TABLES 6b & 6c IN INSTALLATION MANUAL WINDZONEAPPROVAL FORSPACING REQUIREMENTS WIND ZONE BI ONLY 5. TIE -DOWN STRAPS AND GROUND ANCHORS RATED FOR A MINIMUM WORKING LOAD OF 3150Ins, 6. THIS DETAIL IS APPLICABLE FOR4.=12 ROOF PITCH MAX, 7. SUPPORT, DESIGN AND CONNECTIONS FOR CARPORT SHALL MEET REQUIREMENTS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL AUTHORITY HAVING JURISDICTION. Ref. Cale. # 1,2&6 8/11/9 SD-SU # 1 8/11/9 A; .'(._. V tT 'I W 'p 05 o OCT 23 2009 z � o a c 0, FderaL M2mIfidured m HDme Conoucdon And Safety Standards Installed Carport Installation 10fiVft H ..