Loading...
HomeMy WebLinkAboutPRODUCT APPROVALB' MAX. FROM CORNERS Ir O.C. MAX. THRUTHRU NAIL FIN 4' MAX. FROM CORNERS 16.75' O.C. MAX. THRU FRAME YADTH (52 1/5' MAX.) ---I R�WNDOW )ICAL ELEVATI❑N WITH FASTENERS x s %!I Min Distance From Edges 3/4' FRAME SECTI❑N (TYP) VERTICAL SECTION imr, c.dk re.— waa n.m. & Wad ao� liffaill GLASS BITE 0.500 Mln. Distance From Edge- 3/4' NAIL FIN INSTALLATION Min. Distance From EdBe- 3/4' 2'x4' 1/4' Max Shim Space Ile Min. Embedment JAMB SECTION (TYP) H❑RIZ❑NTAL SECTI❑N WM C.Ak b.t...n Mitft Fbing. A Wood Op n*o 11UNIF❑RM DESIGN PRESSURE PER TAS 202� Max F= roLme I DP I IMPA 52 1/8"x 75" +60/-65 1 YESCT 11 LMI PER TAS 201 & 203' General Notes: &— • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building le Mln Embedment Code (IBC), the International Residential Code (IRC), the Florida Digitally signed by Hermes F. Norero, P.E. including High -Velocity -Hurricane -Zone -and -the -industry----- am approving this document ReasBuilding-Code Installation s: Date: ate: zoia.oa.z4 09:5o:zo-oa'oo' - standard requirement for the stated conditions. 1. Seal flange / frame to substrate. • All glazing shall conform to ASTM E1300. 2. Use #10 X 1-1 /2" PH or greater fasteners through the nail fin with sufficient length • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by (2X) wood DuPont/ 1/8" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" frame substrate (Min S.G. = 0.55) Sentry. Glass Plus/ 1/8" Annealed Glass. 3. Host structure (wood buck, stud framing and opening) to be designed and • Use structural or composite shims where required. anchored to properly transfer all loads to the structure. The host structure is the • Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation. • An impact protective system is not required where wind borne debris. 4. Window includes a slip-on aluminum 6063-T5 nail fin with a typical wall protection is required by local building code. thickness of 0.050" and extends approximately 1.258" away from frame. • Maximum sizes are buck sizes and do not include fin or flange. 11111 11111 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 process and does noL address the sealing consideration that may. arise in different waal: conditions. For the complete installation procedure, see tl>c Instructions packaged with the window or go tg www.ield-wen.com/resources/installation. ► This drawing and its contents are the property of JELD-WEN, Inc.' and are for the expressed use of determining anchor requirements for this product only. `�� �p�S F. ij� �� ��"' �...... !(� •'� •. .A % -p = �/ �,e q,�a Ez`� �88 'B•aia•H�eo �v; ., tep 3 Opp%' PROJECT ENGINEER: - DATE: 12/11/2012 SCALE: NTS 3737 Lakeport Blvd. JELDVEN Klamath Falls, OR 97601 (541) 882-3451 RAWN BY: �I•HertzOg CW@CKED BY: TITLE: Premium Atlantic Single Hunng] Window � Nail Fin Frame Installation ��DiG� C�j 7�fKT�1 j YI Y81 �1J�1.� - " w APMOVEDBY: TPROIECrNo.:' :I�0234A IDENTIFIER No. NCTL-210-3827-1 FBC PLANT NAME AND LOCATION: Window Division Venice CAD DWG. No.: NCTL210-3827.1 FBCI REV: 001 SHEET 1 of 7 4.25" YAX. FROM CORNERS X. FROM RNER51---I 20s- O.O. MM TfIRU FRAME E3 a 9.5' O.C. MAX. THRU FRAME WINDOW WIDTH (52 1/e MAX.) TYPICAL ELEVATI❑N WITH FASTENERS I Fran Edg. 2r• Mn O.taev BLOCK •a Eked t ! • 'A d' n V4• Max LWT PAIL sl+. s� PRES AlNM ILLA FRAME SECTION (TYP) FAST d-TIILATQ>!1 INF VERTICAL SECTION .125 A9 — GLASS asa9 GLAZING DETAiL �. a .BLOCK e • 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 High Velocity Hurricane Zone -and -the -industry -standard requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required Where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange. ��1111I1I/� This schedule addresses'only the fasteners required to anchor the `�� �S IF. product to_ achieve the rated design pressure and impact �� 4u • .'•• •• performance (where applicable) up to the size limitations noted. It I- is not intended as a guide to the installation process and does not. address the sealing consideration that may arise in different wall'• T conditions. For the complete installation procedure, see th( instructions packaged with the window or go t(= www.jL,ld-wen:com/resourcesfinstallation. oo This drawing and its contents are the property of JELD-WEN, Inc.• and are for the expressed use of determining anchor *A ' t •'Ba7 requirements for this product only. • - b. /llllll MASONRY INSTALLATION 1k Min. Embedment 1/4' Max Q 3 Shim Space Min. Distance V c From Edge- 2}' c 2 0 •. a BLOCKRY 1 JAMB SECTION (TYP) HORIZONTAL SECTION UNIF❑RM DESIGN PRESSURE 'PER TAS 202 LMI PER TAS 201 & 203 Max Frame DP IMPACT 52 1/8"x 75" +60/-65 YES Installation Notes: 1. Seal flange / frame to substrate. 2. 3 Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1-1 /4" into the masonry. For concrete (min fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). Host structure (wood.buck, masonry and steel) 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. %/� Paoiwr ENGINEER: DATE: - 3737 Lakeport Blvd.-- 12[11,2012 JELDrWEN �� BY: SCALE: Klamath Falls, OR 97601 1$I.Hertzog NTS (541) 882-3451 CM;CKED BY: TIRE: AP�RDVEDBY: :Premium Atlantic Single Hung Window Masonry Installation (52 1/8" x 75") DENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET ' NCTL-210-3827-1 FBC Window Division Venice NCTL210-3827-1 FBC o1 2 of 7 8' MAX. FR01 CORNERS - 4' IIAX. FROM CORNERS 2O.s- O.G. MAY. F---1 THRU FRAME 13.125" O.C. MAX. THRU FRAME 13.125" O.C. MAX. THRU FRAME Fra• Eden 2k Iti V t— • e•d KASUNU Tdpn n•a rk BLOCX y• d 2 ' • 'a S. , 1P Mn Ert•d+ent 4 .e � N. • O+wd..nt 1/4' K- LO7 RAU. 4 SH. Syc• T ALUK" SHEAR PLATE AITERNATE WAD EAS�£8DiS7N1970I1 Lrr FRAME SECTION (TYP) VERTICAL SECTION -WINDOW WIDTH (52 1/8' MA)L) I I 1 Aa , • v MSP - TYPICAL ELEVATI❑N WITH FASTENERS 1 4 • • General Notes: X"a.' aE • 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 High Velocity Hurricane Zone and the industry standard - requirement for the stated conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-T/8" Annealed Glass/.090" PVB by DuPont/ 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. • - 'Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is.required by local building code. • Maximum sizes are buck sizes and do not include fin or flange �11/1 111I This schedule addresses only the fasteners required to anchor the ES F. C product to achieve the rated design pressure and impact �% QQ •..••• performance (where applicable) up to the size limitations noted. It4. is not intended as a guide to the installation process and does not,: address the sealing consideration that may arise in different wa#• 7� conditions. For the complete installation procedure, see thg instructions packaged with the window or go tQ www.ield-wen.com/resourcesfinstallation. This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining anchor gee gat�Vejdaa.139 a4 le requirements for this product only. � t GLOM BITE ww MASONRY INSTALLATION INCLUDING SHEAR PLATE Ik Min. Embedment •v 3Q Min, Distance V a ` From Edges 2}• a V • a• . •V • v 1/4• Max Shin Space PLATE BLOCKRY U JAMB SECTION (TYP) HORIZONTAL SECTI❑N UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8"x 75" +60/-65 YES Installation Notes: 1. Seal flange /frame to substrate. 2. Use-3/16" Tapcon,or-equivalent fasteners through -frame -with sufficient penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry and steel) 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. Window includes an aluminum 6063-T6 shear plate with a typical wall thickness of 0.0625" at each anchor point. , ' /� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. � 12/11/2012 JELI�EN A RAwN BY: SCALE: Falls, OR 97601 •, O $I.HertZog NTS (541) 882-3451 CF+CKED BY: TITLE: APZovEDBY: Premium Atlantic Single Hung Window ,___-__.• Masonry Installation (52 1/8" x 75") DENTIFIER No. PLANT NAME NCTL-210-3827-1 FBC Window NCTL 210-3827-1 FBC I REV: O 11 SHEET 3 of 7 6" MAX. FROM 10' O.C. MAX. 5' MAX. FROM CORNERS ANntNs Tartu rrtwiic MaMa a 6.5• O.C. MAX. THRU FRAME WINDOW WIDTH (52 Ile MAIL) TYPICAL ELEVATI❑N WITH FASTENERS min d Mm Distance rua ramex From Edge, 16� Dlstonw Mn enbednenk Fran Edge 2k• of three threads t,/4' No LIFT Post frane Shim Space � .. M FRAME SECTION (TYP) VERTICAL SECTION GLAZING DETAIL Max Space GLASS BITE 0.500 STEEL INSTALLATION 1/4' Max Min. Distance Shin Space From Edges k 3 2 Min. embedment OF three threads past frame 18 gauge min ] Steel Stud JAMB SECTION (TYP) H❑RIZ❑NTAL SECTION UNIFORM DESIGN PRESSURE PER TAS 202 Max Fram LMI PER TAS 201 & 203 e DP IMPACT 52 1/8"x 75" +60/-65 YES General Notes: I V Ja'' V I • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange /frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws Velocity Hurricane -Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. Locate anchors as shown in • All glazing shall conform to ASTM E1300. elevations and installation details. Steel substrate min 18 ga.(Fy = 33 ksi). • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening) to be designed and 1 /8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host Plus/ 1/8" Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange r,%11► I I 11IIl This schedule addresses only the fasteners required to anchor theES F. 0 � - PRo]ECTENGINEER: - DATE: 12/11/201z 3737 Lakeport Blvd, product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It �� ..•• •• !(j� •'•• � • •• RAwN Rr: scAlF: JELDVEN Klamath Falls, OR 97601 to the installation and does now � � Q -V•Hel'tzog NTS (541) 882-3451 is not intended as a guide process address the sealing consideration that may arise in different wad �' 7 cMcXED BY: Trn.E: conditions. For the complete installation procedure, see the AP�RDVED BY: Premium Atlantic Single Hung Window instructions packaged with the window or go t(m .- -D -)3 •• = Steel Installation (52 1/8" x 75") www.field-wen.com/resourcesfnstallation. its the JELD-WEN, Inc. �r� T PRO]ELT No.: �0234A This drawing and contents are property of and. are for the expressed use of determining anchor �88�ys�t Tr�•n>sea 3p�� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: 01 SHEET 4 - requirements for this product only. NCIL-210-3827-i FBc Window Division Venice NCTL2103827-1 FBC of 7 fl7'flll B• MAX. CORP 0 FROM IERS� 20.5- O.G. MAX THRU. FRAME « s X. FROM iRNERS 1&125• O.C. MAX. THRU FRAME f--WINDOW WIDTH (52 1/V MAX.)—� TYPICAL ELEVATION WITH FASTENERS XM Distance rm nnou Fran Edge, t' Nin e.bud—t of three threads past frane `L4' Nax L ShIn Space FRAME SECTION (TYP) VERTICAL SECTION GLAZING DETAIL Max Space GLASS BITE OS00 net- -M. P* STEEL INSTALLATION INCLUDING SHEAR PLATE 1/4• Max Shin Space Min. Dlstonce ALUMINUM From Edgei �' 3 .n SHEAR PLATE Min, embedment of three thread: past frame' 18 gauge min Steel Stud U JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Fram e DP IMPACT 52 1/8"x 75" +60/-65 YES General Notes: I O �%' �� � sad � � • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange /frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2._For Anchoring into metal framing, use #10 TEK self to ppmg- screws_____ _ - --Velocity Hurricane Zone and -the industry standard requirement for the stated - --- - with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. 'Locate anchors as shown. in • All glazing shall conform to ASTM E1300. :elevations and installation details.Steel.substrate min 18 ga.(Fy = 33 ksi). • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening) to be designed and' 1 /8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" SentryGlass anchored to properly transfer all loads to the structure. The host Plus/ 1 /8" Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • An impact protective system is not required vvhere'wind borne debris thickness of 0.0625" at each anchor point. protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flange ti111 I I 1►III This schedule addresses only the fasteners required to anchor the 0 PROJECT ENGINEER: DATE: 3]3] LakePOrt BIVd. product to achieve. the rated design pressure and impact%12/11/201erformancewhere alicableuto the size limitations noted. ItRAWNBY: sSCALE:JELWWEN Klamath Falls, OR 97601 isnot intended as a guide to the installation process and does not; ��: •, � • , Ab *V•Hertzog NTS (541) 882-3451 address the sealing consideration that may arise in different waif 7 cWKEo BY: TIRE: conditions. For the complete installation procedure, see th_c t Premium Atlantic Single Hun Window instructions packaged with the window or go t% -p T T AF�RovED BY: _ g www.field-wen.com/resourcesfinstallation.. � � �• = Steel Installation (52 1/8" X 75") This drawing and its contents are the of JELD-WEN, Inc. TPRo]ECrNo.: property � ��e; E�� �0234A and are for the expressed use of determining anchor �g�at bdain•BbeIDENTIF1ERNo. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET requirements for this product only.-i��/3y��p�� . NCfL-210-3827-1 F8C WIndOW DIVISIOn Venice NCTL210-3827-1 FBC 01 5 of 7 6' MA a X. FROM RNERS�---I 20.5- O.C. MAX. Mu THRU FRAME (X 1; x 3 0G FROM IRNERS 11' O.C. MAX. THRU FRAME F-WINDOW WIDTH (52 1/e' MAX.) TYPIICAL ELEVATI❑N WITH FASTENERS HIm IDsta a .mow ron Ed6a 3/4' IM 0.m,v 11, KM Enbednent �o�o.e rt FRAME SECTION CTYP) VERTICAL SECTION General Notes: Iy JW The product shown herein is designed, tested and manufactured to comply witP the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including High Velocity Hurricane -Zone and -the industry -standard requirement for the stated - conditions. • All glazing shall conform to ASTM E1300. • At minimum, glazing is, Laminate-1/8" Annealed Glass/.090" PVB by DuPont/ 1 /8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ 1/8" Annealed Glass. • Use structural or composite shims where required. •. Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection is required by local building code. • Maximum sizes. are buck sizes and do not include fin or flange. 1k Min. Embedment Min. Distance From Edge- 3/4' THROUGH JAMB INSTALLATION 1/4' Max Shin Space JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Frame DP IMPACT 52 1/8"x 75" +60/-65 YES Installation Notes: 1. Seal flange /frame to substrate. 2. Use #10 x 1-1 /2" PH or greater fasteners through the jambs with sufficient length to penetrate a minimum of 1"into the wood framing. For two by (2X) wood frame substrate (Min S.G. = 0.55) 3. Host structure (wood buck, masonry and steel) 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. This schedule addresses only the fasteners required to anchor theGS 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 process and does notes address the sealing consideration that may arise in different wall: 0 �� � •..•• .. � .. !V� •'� �.A � �' • � p 7 PROJECT ENGINEER: - DATE: 12/11/2012 SCALE: NTS 3737 Lakeport Blvd. JELWWEN. Klamath Falls, OR 97601 (541) 882-3451 RAwN fiv: �I• Hertzog _ CF1�i'CKED BY: TIRE: conditions. For the complete installation procedure, see tn;: instructions packaged with the window or go tcr— www.jell-wen.com/resourcesfinstallation. � This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining .anchor requirements for this product only. � �� a• ��!E_� �g�6t beain•Ebac .4 � t 3� a e APZOVEDBY: Premium Atlantic Single Hung Window Thru Jamb Installation (52 1/8t1 x 7511) - T PRO]ECi No.: �0234A IDENTIFIER No, NCTL-210-3827-1 F8C PLANT NAME AND LOCATION: Window Division Venice CAD DWG. No.: NCTL210-3827-1 FBC REV: 00 SHEET 6 of 7 g. MAX. FROM CORNERS}—{ 20.V O.C. MAX. THRU FRAME 1 4' .MAX. FROM RNERS 13.125' O.C. MAX. THRU FRAME Jew �- WINDOW WIDTH (52 1/B' MAX) TYPICAL ELEVATI❑N WITH FASTENERS CO x n 3 Min Distance��� •an Edge- 3/4' 3 E.WWxnt 1/4' N" Shin space ALUMINUM SHEAR PLATE FRAME SECTION (TYP) VERTICAL SECTION. GLASS BITE aSM THROUGH JAMB INSTALLATION a INCLUDING SHEAR PLATE �t 1J' Min. Embedment 1/4' Max Shim Space 3 ALUMINUM SHEAR PLATE Min. Distance 2 From Edge, 3/4' 4 C3 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTION UNIF❑RM DESIGN PRESSURE PER TAS 202 LMI PER TAS 201 & 203 Max Frame DP IMPACT 52 1/8"x 75" +60/-65 YES General Notes: • The product shown herein is designed, tested and manufactured to comply with Installation Notes: , the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange /frame to substrate. .International Residential Code (IRC), the Florida Building Code including High 2. Use #10 X 1-1 /2" PH or greater fasteners through the jambs with --- -- Velocity-Hur-ricane-Zone-and-the-industry-standard-requirement for -the -stated` sufficient -length -to penetrate -a minimum of 1 "-into-the wood -framing. --- conditions. - For two by (2X). wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel) to be designed and • At minimum, glazing is, Laminate-1 /8" Annealed Glass/.090" PVB by DuPont/ anchored, to properly transfer all loads to the structure. The host 1/8" Annealed Glass or Laminate-1 /8" Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8" Annealed Glass. the project of installation. - - • Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • Installation methods can be interchanged within the same opening. thickness of'0.0625" at each anchor point. • An, impact protective system is'not required where wind borne debris protection " is required by local building code. • Maximum sizes are buck sizes and do -not include fin or flange. %%111 I I 11/ll 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 process and does notes S �� ..• •, � • � ��.: � '• •'pO PROJECT ENGINEER: DATE: 12/11/2012 SCALE: NTS JELWWEN 3737 Lakeport Blvd. Klamath Falls, OR 97601 (541) 882-3451 RAwN Br: 1SI,HertZog c `XED BY: TI1lE: address the sealing consideration that may arise in different wal� 7 conditions. For the complete installation procedure, see the_ instructions packaged with the window or go t� WWW.field-wen.com/resources�nstallation. � This drawing and its contents are the property of JELD-WEN, Inch. .E�� and are for the expressed use of determining anchor . requirements for this product only. � � • ,�gB'�gst betnin�•B3ba ��1Fy�i�pQ�� Premium Atlantic Single Hung Window Thru Jamb Installation (52 1/8" x 75") AP�RDVEDBV: TP O]ECrNo.: �(�234A IDENTIFIER No. NCiL-210-3827-1 FBC PLANT NAME AND LOCATION: Window Division Venice CAD DWG. No.: NCTL210�827-1'FBC REV: 0� SHEET 7 Of 7 'GENERAL NOTES•. 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.)- HAS BEEN VERIFIED FOR COMPUANC£ IN ACCORDANCE WITH THE 2017 (6tA EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL Wr BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (AAAMI-DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER, SECTION 160.9 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE •THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. U51/IC ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND,SHALL NOT -XCE£D THE MAXIMUM (ASD.) DESIGN "PRESSURE RA77NGS INDICATED ON SHEETS 5 THRU 9. IN.ORDER' TO VERIFY THE ABOVE CONDIRON, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE. 7-10- SNALL' SE FIRST REDUCED TO A.S.U. DESIGN WIND LOADS BY MULTIPLYING .THEM BY 06 IN CRDER TO TO COMPARE THESE W/MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU �S. 'INl2 N ORDER i0 RIFY'THAT CONPONENIS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED,, A 334 INCREASE - RN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN TH£1R ANALYSIS. A DURATION' FACTOR CO=_1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. - STORIA PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN .VERIFIED IN ACCORDANCE WITH -SECTION 1609.1.2 OF' THE ABOVE- MENTIONED .CODE AS. PER.AT REPORTS''# 012LO1-98R,- lY 0329-01-00, Ip 0526.01-00 AND'05T2AI-03 AND "617.02-04;-AS PER )UPACT 7FS77W EQU.'VALENT TO ASTM E-1996 STANDARD '& ASTM E.330,-02 STANDARD' LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & J AS DEFINED BY AS7M E-1996 STANDARD; .AND J0221.01-01 .PER TAS 201, 202 & 203. .2. ALL ALUMINUM SHEET AJc'T,AL PANELS SHALL HAVE 5052-H32 OR 3004-F134 ALLOY. J. ALL. ALUMINUM EXTRUSIONS S ACL BE :ALUMINUM ASSO /A77ON 6063-T6.ALLOY`& TEMPER UAF ESS'OTHERWISE. NOTED. STORM'PANEL COMPONENTS 'STUDDED "PLATE AND' SNAP CAP AREPATENT PENDING. ' 4. ALL SCREWS TO BE STAINLESS. STEEL 304 OR 376 AIS1 SERIES OR "CORROSION RESISTANT COATED CARBON STEEL' AS PER -DIN. 5001E W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY WJ TLOR/DA BUILDING CODE SECTION 2411.J34. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES-57AINLFSS STEEL, WITH 35 ksi I.IIIIIMUM YIELD STRENGTH 6. ANCHORS TO WALL. SHALL BE.AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO EXISTBNG POURED'CONCREm. ' 1/4 ' 0 TAPCON.ANCHORS AS MANUFACTURED,. BY 1.TW BU/LDFX. 1/4' 0 OF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. 1/4' F.2AMAC MAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS' INC. " 0 x 7/B' CALK-1N ANCHORS OR ELCO male' & femole P/JJELMATE';AS MANUFACTURED 8Y POWER FASTENERS, WC AND ELCO CONSTRUCTION PRODUCTS,. RESPECTIVELY. 7/4'.0 x 3/4"ALL POINTS 5OUD-SET ANCHORS- AS,'D1SWBJTED BY ALL POINTS SCREW, BOLT'&SPECIALTY COMPANY, NOTES A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314¢ FOR •ZUMC NA/LIN ANCHORS IS 1 J/B FOR ELCO PAN£IMATE ANCHORS LS 1 J/4' AND FOR CF TAP -GRIP ANCHORS 1S' I, 1/4 : ' A2) O/B"'CPLK=IIJ-ANCHONS SNACL :BE ENTIRELY fMDEDDED IN O THE POURED CONCRETE. .NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4'b-2Q SCREWS USED�SMLL,BE 1 1/2' LONG MINMUM. SHOULD STUCCO EXIST, AND f' 'MINIMUM FOR WALLS WITH -NO STUCCO. A31 .MINIMUM EMBEDMENT OF 1/410 x. 3/4" ALL POINTS SOLID -SET ANCHORS -SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.. 1/4' 0=7D SS,. MACHINE SCREW USED SHALL BE 1 1/2' LONG .MINIMUM SFIOUIO STUCCO' EXIST, AND 1' MIN/MUM .FOR WALLS W17H NO STUCCO. A.4),IN C45F-THAT PRECAST.STON& PRECAST CONCRETE PANELS, OR -PAVERS BE FOUND ON N4E.EXlSTINC WALL ,OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO RFACN THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A, 1), & A2) ABOVE. (8) TO' £XISTINC CONCRETE BLOCK WALL- - 1/4' 0. TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SU/LOEX, - 1/4- 0 CF TAP-CRIP. ANCHORS (SERTW, STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 7/4'' ZAMAC NAIJN ANCHORS -AS l4ANUFACIURED BY'POWER. FASTENERS. INC. - 1/4'`0 x 7/6" CALK=IN ANCHORS OR ELCO male & female WIVELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS,. RESPECTIVELY. 1/4' 0,x J/4'.ALL" POINTS SOLID -SET ANCHORS AS.DISTR/BUTED'BY ALL POINTS SCREW, BOLT & "SPECWL7Y COMPANY.- -. 1/4' 0 RED HEAD OYN480LT SLEEVE ANCHORS, AS -MANUFACTURED BY LT. W. BUILDEX. - ow' NOTES B-'I) MINIMUM EMDEDM£M OF TAW'ON, ELCO PANECMAT£, AND CF TAP -GRIP -ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE ,1 1/41 T:3/8' FOR ZAMAC NAILIN ANCHORS"AND 1 1/8' FOR,RED HEAD DYNABOLT SLEEVE ANCHORS 6.2) 7/8' CAUL -IN ANCHORS SHALL BE ENTIRELY EMBEDDED .INTO THE CONCRETE BLOCK UN?. NO £MBEOMENT TNT JCOO SHALL BE OR WN_ S 1/4' 0-20 SCREWS USED SHALL BE 1 1/2'' LONG MINIMUM, SHOULD STUCCO EXIST, AN MINIMUM FOR WALLS WITH No STUCCO. RJ) MINIMUM EMBEDMENT OF 1/4 0 x %4' ALL POINTS SOUR -SET ANCHORS SHALL BE 7/6' INTO THE CCNCRf7Q�(A�,�CB�J.(lCK- NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 _ L MINIMUM SHOULD STUCCO EXIST, AND- 1' MINLUUM FOR {FALLS Yw,TH NO STUCCO. �w B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE -FOUND ON THE EXISTNC WALL, ANCHORS. LONG ENOUGH TO REACH THE !RAIN STRUCTURE BEHIND'SUCH PANELS: ANCHORAGE SHALL BE -AS, INDICATED IN B.1) AND 8.2) ABOVE - - • - a (C) ANCHORS SHALL B£ INSTALLED FOLLOWING ALL ;OF THE RECOMMENDATIONS AND SPECIF(LATIONS OF THE ANCHOR'SMANUFACTURER., - -7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA77011 DETAILS SHOWN .ON SfC1/0N5 '1 7HRU'.B (SHEET 3 & 4 OF .9) EXCEPT 7714T HEADERS J -4` & 5: SHALL NOT BE USED. B. IT SHALL BE -THE RESPONSI&LfTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE" STRUCTURE WH£R£-SHUTTER IS TO- BE, 'ATTACHED i0 INSURE PROPER ANCHORAGE. THISSHUTTER SHALL ONLY BE ATTACHED-TO,CONCRETE, BLOCK OR'WOOD FRAME - - R' .THE LNSTALLADON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN lN: CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/PAIN. INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL. AROUND FULL LENGTH. is (a) THIS"P.E,D. PREPARED BY THIS ENGINEER. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC. PROJECT,'. i.e. WHERE THE S/TE CONDITIONS D£VATE FROM THE P.E.D. '(H) CONTRACTOR TO -RE RESPONSIBLE FOR THE .SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES ,NOT DE✓/ATE -FROM THE' CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT' S?£ IS THE CONTRACTORS RESPONS/B/UTY. - N THIS RE.D:.WILL BE CONS/OERED AIIALTO IF ALTERED BY ANY MEANS• (d) SITE SPECIFIC- PROJECTS SHALL BE PREPARED BY A FLORILA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE NCINBER,OF RECORD. (E.O.R.) FOR TH£ PROJECT AND WHO -WILL BE RESPONSIBLE., FOR THE PROPER USE OF THE P"-E-D, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWYGS FOR'REVEW. (e) THIS P.E.D..SHALL. 'BEAR THE DATE AND ORIGINAL' SEAL AND. SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD T)NAI. " PREPARED IT., `1.7: SHUTTER MANUFACTURERS -.LABEL ,SHALL CO,LOCATED-ON A READILY VISIBLE LOCATION .AT STORM PANEL IN ACCORDANCE' WITH SECTION TO. C :7 OF FLORIDA BUILDING CODE -ONE LABEL .SMALL BE PLACED FOR EVERY OPENING. ' LABELING 70: COMPLY W TH SECTION 1709.9.2 OF THE FLORICA BULLDING.CODE. THIS DRAWING SHALL ONLY 8E USED TO OBTAIN, PERMITS- IN. THE . STATE OF FLORIDA PLASM, 7Nsr 0:050" BERTHA' ALUMINUM STORM' PANEL La (2.25" DEEP) UPAWN LTY.• EASTERN METAL SUPPLY, INC 071,81'? C 0I?IC. 426a'prsrR04osD—N'W . WET PALN'GE4 PNaNC. (66I)20.9-R1W"(r)7Q45 CN6/HEERINO COMPANY' a; cK[Fi3 n JJlea 17—&6- 7 77U7T J M2 Jr. P.E. DRIW/NC NPk „�, ,� . 06Evin, NR EV.'xr Na isou /INr cur ny, sHarT' 1 br 74 u1s7 tVX)OlH) —8,645 ' (TOW WDYN) — 12.000' (ETZECTAT (D7EVMr WDYH)--i 4.50, . 1.500, 4ZDO' 1.500, A� fr-) 4.500' 12 fr,,) Y-2=5-4 (D -FULL ALUMMV M gma NEWAIED ED= q HALF ALUM/NUM 'PANEL Wf HEMMED EDGE 15. 1 V.9' (70- WDYN) 1300 2.000' 6EFimm-E 9.119' (TVIAL WD7H) f.5001 �6.000' (MECETa WDM)—j AP 4.5w ------ tl:ED* 4.50, 1.500, PWASW ------ I'-z f25--4 (2) FULL ALUM/NUM PANEL W/O HEMMED. EDGESALUM/NUM'PANE/ W/O WED EDGES ©.STORM PANEL 1: 114- V- VAM LEO LOCAT7W ANGLE WITH SEUD !i/soo HOLES ar mp aw (2) 5116" HOLES AT EoTMU UAZ FOR 114'.-20,1 as mcwir SMAV )APCOAS 06LONG LWAU—EUN ScAm. 5/08' —,1! Tj. -.093' DETAIL 1: SWD W1 DIE C45T ZOVC NICKEL PL474 V MG NUT .225' 114' 0 304 .2 057 1 WS. a 1 1 f/rIm TO PATE 0 f2* Or 2.7w .095, np. .471' 'JODI 4 J79 #I 1 03 -V HEADER scut. .214' + jai, .0 JANGLE BUILD OUT BRACKET � mm . d aw e o L.0 OPTION OPTION 12 KEY HOLE AT PANEL, 04 J" Max. 'U' BUILD OUT (2)- j18" a. 0. 7A 3141 B. O. .r. TRACK �"F' TRACK scu : 31W. 1� sTAtf: J/... " @ 'U" HEADER SC/E. JIB,- r - J80' .7.9o, REVERSED -f- ANGLE TRACK .374, Eril LEV WcArom .09j, T- R 125" TRACK ANGLE J, - '. T (B 2' x 5" (Max.) x .125- ANGLE !cut - 1W m 1, (9 KEY HOLE WASHER FLORIDA * li - I . F .21117 770TC0. MC. ILIECC)mc_ .d ROUND HOLE, AT pANEj (OPTION TO 4.?) 114, a Jos sDaEs S. S. STuD Mvvw To mar 0 SPAWIGS S'Wmv.om SrcnqNs. .023- - IF §A - SEE gg3.. DEW. r &1TUDDED ANGLE 1ILDING CODE (Non High Valoc;fy Hurricane Zone )50- BERTHA ALUMINUM STORM f PATEL- (2.25" DEEP) Diuw.v BY, EASTERN METAL SUPPLY, INC 07126117 aqfr. 42M WEST ROADS DPJPr *ZST '407 PALEACH PHWE� (5609 2!Z63, 4�(J`61)547-1716 0 17-096 SHLFT 1A OF 14- 11 FFOP TRACK. (SEE COMPONENTS,. SHEET TA OF 9) ror CONCRETE ANCHORS (SEE SCHEDULE) C! o c 0 0 �ILEIb I :I 1I I IfllA F -0 -7- IT �I —CONCRETFAVrM0qq t,zrr @rwrnturi 1 Min. aorrdpw TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS.- SHEET IA) SC4LE : 118* = r' SECTION A -A SCALE : 1/6 - -- I - VZO17 77U= INC. rTl TLE t'-O WADER A IXUF J` jp FLORIM Lk'f 4415i CODE EASTERN METAL SUPPLY, INC 4266 nzsr Raws DRIVE f f� 330071 WZSr Pg!,M (561)84 PHOV� 0" OZ WiAX -1716 L-a DRAWN BY. 07126117 a4 M' 17-0.96 DRAWING N. SHELT 2 Or 14 UPLVNC 2lWC NAA1/A RED hEAD MiAlMT CF TAP -WA. CIJX IN OR ELµM� nxA:E FANET.WTF �\ \ (SEE SVr&"-FOR SPADW POURED g CONCRETE�-- REQUIRED� CS, 1" WNlMUM SEPAR4710N TO GLASS i i I ✓////I� POURED f p CONCRETE o OR CONCRETE W R-MONRED�L TAPC0.4S ALL�P07R SOJO-SET, 1 7MILC AWUN RED NUD OYNAROLT / OF TAP -CRP, CAU(-lN OR ELCO M4L*7V4ALE PANELV/.TE ANCHORS (SEE SOIEWLE FOR SPACING) SECTION 0 ANCHOR TARMNS ALL POINT SOLD =,- I�Cp1l. TAPCO4$ 7AWC NVUN, RED HEAD DINA60LT, O' 7AP-GRIP, CALK-/f/ QQ �\ o lAWC NNtK RED NFAD O/M' 8pt%. EINYE PANEIYAIE \ "0'-4KMVUFEMAlE PAUEUGTE )` SCHEDtRE MR SPAGAG) AAYNOlLS (SEE SCWZX%E FOR SPA \ _ } — POURED- I POURED CONCRETE CONCRETE REQUIRED I o o REWIRED q - V Cant, 14 fl W x W l • MRfIMUN 1' MINIMUM O SEPARATION TO GLASS SEPARAWN.TO I_ GLASS y 41 0-20 x MIS if J/J2• WING NJT 120. G + C I �: ;JJOl/9" 0-20 J�9- L75 W x i = fc NU` O J/J2O: l2 C O CONCRE CCRETE - � 41 OR CONCRETE BLOCK WALL - I -r _ POUREO I CO.YCRE7E REQUIRED �•- --OCPnt OR CONCRETE i_ WALL 1 .. .BLOCK / REQUIRED l / CDC-, )AJ., OYNAEO(T, SAVAC A FED NEilO-1 / p Cl iAF�6RiA GL 7E O,p GRZR, QCO MALF�7 FEIEVE PA421ATE / �ConL ANCN[WS h TAoCOMS, LWAC -M CA N FM-1/ ..01i1M60L7;CF TAP-GRIP,CALK-IN CYt 19 (SEE SCNEDLw F SP�C.WC) 6gLE/F..E PAN"u m AVnpRS . (SEE SCNEDBLE fO.R SFAC/ND), WALL MOUNTING. INSTALLATION BUILD OUT INSTALLATION SECTION 2 sc Iz : 3/B = I SECTION 3 sa4LE : J/B- = 1- .. �- - - -1 MINIMUM - - - - 7/B" x J.¢/J2-.INN. NUT SEPARAATO TO I. 1. ®r2D T (W/ SPJCCO) 1 /f WPbUREb ?ff POURED.•' I 4 CONCRETE C I ,• OR CONCRETE W 12 0. CONCRETE 'd I BLO OR CONCRETE CK WALL I / BLOCK WAL 11 REQUIRED REQUIRED �1 C`�TO)COnL . TAPCONS C HlUN.Rm NF/A/ DrV-SaT, fA'U1MTAP-a OR, -ELCO MILE/ rar ulE PAN`11LIlE A Cunt. SECTION ® STUO ANCHORS ..(SX SCINVUlf MR sPAeae) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 1 SCALE: J/8• - r SECT%ON 2A SCALE: J/B• _ ,- NOTE : DETAIL OF -5 CRON O STUD VALID'ALSO FOR 'WALL LdJUNJNC INSTALIARON - SECRON 2 (TOP) £ D. =EDGE 0/STANCE (SEE'SCHEDLJLE ON SHEETS 6 & 7) If4, NOTE FOR COMBINATION OF SECTIONS qJG T O W A L L /F L O O R /C E I L I N G M0UNTING,SECDONS CAN BE COMBINED 1N ANY WAY TO SUIT ANY 1NSTALJATION. OYN46mr. CF TAP-w. GILT(-IN,OR D.CO MALE/ FFJMLE FM/ELVATE 4 Cenl. A - ls¢EE'SCH-scxELartE EDR sPALwcI: � ! 4 Cont. PoURID O •� ..I RO EQU�RCD WED WED Is O �W N� I I W 1AdINIAPJM 8. � SEPARATION TO h CLASS � � y 1 j � b 7/8• x 3/32•WNC NUT ) i O 12. O. G 2 1 ° !O Cont IS o :' PdJREO Q CONCRETE —� f CONCRETE ' BLOCK BLOCK HALL / C -I+� ! Min., REQUIRED W/ NUT 7APOONS, uDAG luERI RED WAD / ® 12. 0., G ' f OY/IASOLT, CF TAP-DR[P, CAUL-!N 0R/ i I COOL. 1 =gv FEM•VE PANETMME (SEE st wuE FOR FACING) BUILD OUT INSTALLATION SECTION 4 scer : J/87 = 1•• =017 nLTEW, INC. IL I ECOIN.: ULDING CODE (Non Nigh Velocity Hu... ane Zone) 150" BERTHA ALUMINUM STORM PANEL I.C. (2.25- DEEP) DRAWN Hr.. EASTERN METAL SUPPLY, INC °' 4m Am mEsr.Raas"bRNE 17-096 DRAWNG Na IYLTT PALM' /iDlG+4 R M 07 PHONE (36!)YO.R-826J, FAX. (561)891-1716 m rsw� /xn SNL£T ] Of 74 TAPCONS ZA C :W UN .• CF IAP-GRN..NLK-N� OR QCO LLAlE/ /OVAL£ '(SEESC7E A E MR (SEE saIEDLKE 7p7 SPACING) POURED CONCRETE I REQUIRED O \ MW4fUM 1 <" a-2ox Jl4' J/J2' tv/NC 12 O. Cont. ravc°N5, cvJr-M oRnro F7vuc PANfL.IN7E ANCN0.45 //4' 0-20 S. S. A(ACMNE BOLL V// NUT,k WASHER iDR�) \ E. D. 0 7z" _ 1' tin. POURED CONCRETE L _ REQUIRED � I' I 7 -I POURED I o \ c I 7 OIL COHERE!£ ' BLOCK WALLREOURED ' 0 7N5, lA,= R£0 NE111� f/S' 0-10 S S. AWCMNE. 4OLrs ([ROaC [Mt7O. OF OAP-rAO, BOLT W/ NUT k'WASHO? -N OR ELC'0 LIALE1 FIMLLf ® 12" O. a UA7E ANCHORS w,m, I'E Fba sm CINc) 11 COnt BUILD OUT /NSTALLAT/ON — SECTION 5• scAL£, 3/8_ o ," 1" IRN'YM/ I i SEPARATION TO - CLASS I I B ! /4S0 -20 x V 7,8 /WGN' 3l T YOJ0. ' u :.APca+s -Gvx-w oa ezco wALLy , (SEE S ROULE1M ANYL� E O: (sTE SwmwE 7pR s?AGMy) . POURED CONCRETE =� REQUIRED FLOOR MOUNTING INSTALLATION — SECTION 5A SCALE : 3/8• = 1_ - 7APNNS CALx-fN G4 QCO 74LF/ FE1IAlE PANcTAp7F .WCIAORS' (SEE SYNLD'JLE FOR SPAGNG) I"-- E D.— I E r, POURED CONCRVr I �: REOURED -\ f-f'�:I I,I N ALTERNATE I LEG LOC47)ON 9 Cont. i 5 Coat. I W I I j 1/4" 0-20 x J!t• 1' MINIMUM I 3 BOLTS w 7 —SEPARATION TG I O 72J O. C N� I W !' YIN' MU1J I `i SEPARATION TO W I � I i I Q 1 I 1/." 0-20 x 3 I 7/B• : J/Jz x.Nc- ( BOL7s w/ 718 I T NUT O 12` O. G ! 3/J2_ C. MIT O Cont. i 12. 0. C. I � I I 8 REO7JRE0 III / (sLE�5CPE0lRE iLR �) � E A CEILING & FLOOR AMOUNTING INSTALLATION — SECTION 6 E. D. EDGE CISTANC£ (SEE & 7L)E ON M07E FOR COMBINATION OF S0710yS WALVFLOOR/CEILMG A!OUNONG SECTIONS .CAN BE COMBWED IN ANY WAY 70 SUIT ANY INSTALLATION. CALK-W, ALL POINTS SOLID-11 OR QLO //ACE/FEAWLE PANEUJATE ANCH, (SEE SCHEDULE FOR SPACING) t POURED CONCRETE OR CONCRETE I,{ BLOCK WALL REQUIRED � �J 1• MINIMUM h SEPARA77ON 7 CLASS V rti J W 7_ j r POURED 0 CONCRETE OR W j: BLOCK WALL REQUIRED CALK-W. ALL PONES SCLK)-SET POURED, COM'RE'fEJ F-/- »4-r -j OR PwAm, III QCO L1FENALE PANELM47F MACHORS (SEE SCHEDULE FOR SPAC(NG) mTAPE Cox-N OR am AHIE�I__ PA&nAfA7E ANCHORS (s., SCHMME TOR SFAaW) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 _SCAB W2017ZFMC 1 Ili 1L ECO... TOLL? TES77NG & ENGINEERING COY, 61J4 � (�Ag7-rd 0 .o�fSWIi 7/B10 NNG NUT ONLY, r APPLICABLE AT 1 — U4LE PANELN4TE",,)' i I ! I I I Y I I I y I s I N I }y I x I22 I � I I 1 I WALL MOUNTING INSTALLATION (D. M.) -— SECTION 8 SCALE : 3/6' 1 SCREWS USED AF ANCHORS NAY BE 1/4_0-20 STD£ WVALK802.hr ® OR f/40-20 TRUSS HERO DOLT • S/DC WALK BOLTS ARE J/4 cAJ/J211, CR HEAD ALACMNc SCP.EW W/ LENGTH AS PER N07ES A2 & 8.2 (SHEET /). TRUSS HEAD BOLTS ARE 21VPx1/8• THICK HEAD AU fiVE SCREW W/ LENGTH AS PER NOTES A2 R 9.2 (SHEET 1) DA BUILDING CODE (Non High Velocity Hurricane Zone) 0.050- BERTHA- ALUMINUM STORM PANEL L.C. (2.25" DEEP) °FAWN BY. - EASTERN METAL SUPPLY, INC .42E8 WEST ROA05 ORN£ NY WLST PAIN BEALTL LL. JJ40] 11. PHONE (660209-825J, FAr... (56080-1715 17-096 VRAWNG M. Rh SHEET 4 Of f1 FOUREO CONCRCT' U CONCRETE BLOCK BLOCK KALE VARIES J' I �} ' REOUlRED 1 • POURED I1 A OR . CONCRETE ' OR CONCRETE BLOCK �l CONCRETE OR CONCRETEBLOCK' ` ( I WACL RfOUIREO WALL REOU/RED (� CONCRETE T--2500 Nin. ANCHORS2.500.. 2, \ I! 0 72' 0., C ^� x-Min: . CONCRETE- I� ANCHORS ® 12' O. C.. f—f{ VARIES 3' U .oT � .�I Jet �OR /'� 1 / 1 REOURED ALWAYS ��\::iii i � 0 •, Q 1 o j ,v I • IOR O 1.000' 2' x 4' x . t25', F 3t5-1T14 OR 606J-T6.ALLOY _— — .— — — _ OR ` .OR ®OR O 2 T" x 2 x .055" 70 Tx 5'x.055/' AL7�RNAlE LEG LOCADON Cant: m , OR � C.on! A/— ANGLE OR OR .080'JIC5-HJ54 SHEET METAL Alum. 1/4' 0 BOLT 47',1 4- x .072' BENT PLATE . 0 24" 0. C. •J105-N141CR.' 606J-76 ACLOY .. CASE A lP/a� W/JSCi NUT- • Cont. 'Alum. ANGLE SCALe. 1/4" _ r• CASE B (Plan) - _, CASE C •(Plan) - SCALE. 1/4' - 1' SCALE.- 1/4"=. 1". END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING .S.f. AND CORRESPONDING MAXIMUM PANEL LENGTH "L- POURED CONCRE71 �COM. SCHEDULE FOR A GIVEN PANEL SYSTEM OR CONCRETE//y,7i� ' BLOCK WALL (OPEN PO51710N +) 'REOL'IREO MAXTIIUA A.S.D. DESIGN PRESSURE RATING (A.2f )- Max., PANEL LENGTH L (it.) " NODNT7Ms W•��O h" HLi1OElF ll MOu_n7ING WlY �. 71� HEADER ,1..) WALL MOUN77NC'W/ COMPONENT 74 & 7L5) +30.0, -30.0 12'- t 1 " 12'-1)" 12'-.1,1 " +30.0_ -35.0 2-)1' 12'-11" 12 LZ +35.0, 0 )2'-0' 12'-0" 12 -0" +40.01 -45.0 1 V-2' I V2!' 7.1 •-2" +45.0. _50.0 1O'-Z" t0'-4" 10'-7' +50.0, -55.0 +55.0, - 60.6 9'-7" 8'-6" g=7" +60.0, -65.0 9'-2"' +650, -70.0 g'-y" 7•-2" 8•_y• +750•-80.0. 8 =2" - 6'_J' g'-2. . i MINIMUM PANEL LENGTH IS d'-0. TAPCON ANCHORS OR ALL POG,T SOLm-SET— (SEE SCHEDULE FI7R SPACING), / ! REMAIN CLOSED: ATPNON T l ( HURRICANE CONDITION£ / GOM. l a I W I I z h • �1'-.MM/MUM' SENRAPON TO GLASS SEPARATION TD CLASS I. - WIN I.. I NUI 0 2 ! EA. STLD, - CONT. - - . I C POURED CONCRETE OR CONCRETE o I BLOCK WALL REOURED PoUREO CONCRETE / I 1 rONF OR CONCRETE SL i _" SECTION 9 STUD (OPEN PosmoN r) WALL RWUWSD I TYP. TOP/BOTTOM TARPCON ALL POINT SOLD -SET CONT. IIIIIINyI//�/I�iy. = . (SEE SCMECULE FOR SPACING) L - NAM POSITION1'� 4� P. •'] wrJ -WALL MOUNTING INSTAL"EAT 4 LENS " SECTION 9 No 4g16T FLC y, * \ OZ077 iCTECO, INC. SCALE. 3/8" - 1'', � �iF•.. R!P ,►� IL E C D INe. POURED L'01JCRE7E OR C. CRE/E.B000A' WALL REDU/REO_• m' JT05 H-14 OR _ WISH ALLOCnr. Alum. ANE6ANC/ORS ®'IT' O C. ,a 1/4' OAP CASE D (Plan) . 5C4LE 1/4" = I" CASE E •(Pldn) . SCALE.' 1/4"- 1 )ILDING CODE (Non High Velocity_ HurricaneZone. )50" BERTHA ALUMINUM STORM PANEL yc: (2.25" DEEP) riaAWN Bv. •EASTERN METAL 'SUPPLY,. INC I7/26/!7 4269 WEST ROADS DRIVE' I7-.D88- .IXtAWING Ha WEST PAW TEAC/, 2 JJM7 PHONE (567)T09-B26J FAX: (561)847-1716 r - MEET 5 OF i4 rxs sarLweE MrATLS REa7RED AN01OR lnA MAXIMUM A.S.D. DESIGN PRESSURE RATING ( s f) AND CORRFSPONDING MAXPl1UM ANCHOR FOR A CIYLN ASD. -OMM LO10 AND PANEL LENOIR. hJWfVW ILINWM PANM LfMTH FOR A &VIN E. D. _ EDGE DISTANCE Aso. DEsaN Lao MUST P.f w6Frm As PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES s S &DDTDEMN LOAD 4. MAXIMUM DESIGN ASD. PRESSURE RAW MAATMUM ANCHORS SPACING FOR E. A = J 1/2' •• APPLICABLE TO SEC77ONS �- & ANY COWM770 OF JF7EA1 &U.W PANE LLN'7H TAPCOVS RED 114C D UN LT GtK-1M SOLID -SET PAYELWliES IF TAP-GR:P TO CCNG'RLTEI ro MASOVRY ro CONCRE7F ro I MtSOYRr ro L'CiYTJtt7E i; MASONRY CQYCroRETEi'RRY LONCRF7F MISORRr LON(FdE) MA.V%YRr 1Y _ 12.++ - 12- _' - - 12- I - 12" - 1 (TOP) 12" I to" 12 + 72' 11 1 8' - 12' 12- 12' 12' 12 -I10 I/2• 1. 9+(BOTTOM) 72. _ 12:++ - 11 • 12' 12' 12,72' -. _. _.. 12' - .. 2. 9+(TOP) - _ 12' 10' 12'" 12' !2- 8" _- - 12' 12- '12' 10 1/2- 2 (BOTTOM) 12"Ito" 1'+ !2' 2' . 72• I 12• 12 10 1/2" 2A (80T70,'.f) +35.4 -10.0 12' � - 12 - 12' = 1 12 - 12' I - J @ 4 (70P) 8•-0' OR LESS 12" I fo- ++ 12" _ 12" 12' 8' _ _.. 1 12' 1, 12- (10 7/2' J Cho 'M) OR LESS 12" to' 12'++ 72++ 12' t2' 8' _ - - 12" 12• • I !2' 110 1/2' 4 (BOTTOM) 12" - - 12" I - - _ 72- - 12- I _ 5 (TOP) 12' I to' 12"++, 12' 12- I 8• - - 12" 12" 12' 10 1/2' 5 (BOTTO)V) 12' _. _ _ i2- _ _ _ 12" I _ - (TOP) 67 12' 2 I •1 6 (BOrP0E) ;1-71 12 •' 54 B017OM) "" --_ 12' I 12 __ __ 7.(60TTOM)11• II --_ --_ 12'6- 12 12' 1 12- - - 8 (7OP/BOT10M) 12" - 12"++1 - 12' IZ' I - .12 I - 1 (TOP), l2-++ 12' 12" I 6• 12" I 12- 12' 12 12- 18 1/2- 1. 9+(BCTTOM) 12' I 12' 72 - 12- - 2,' 9+(TOP) 12' I, 8- 12�++ 12' 12' 6" - - 12- 12- 12" 1.8 1/2' 2 (BOrGM) 1- I 8- 12" 12' _ 12' 6.. _ - -' 12' __11—_ _ 7?- 12' _ 8112" , _24 (BOROM) _ +JSO.' -40.0 l7.- - 12'+ - 42• _ - 12- I - J & 4.(TOP). OR 12' I 8' +4 12• 12'. _ - 12 li'- - - - 12- i - 72" 12' I.8 f/2' J (BOrOM) LEIS- 12' 8' 17''+ 12' f2' 6" - , - 12- I 11 12' I8 1/2' 4 (BOTTOM) TO 12' - 12- .- 12 12' _ IZ• I - _ S (TOP) ,12' I 8' 12'++I 12- /2- 6" - - 12'.. 12• 12 8 1/2' S (BOrOM) - 6 POP) 10' - - - f0' - _ _ 12' _ _ I _ 6 (BOTTOLI). 8' 12-- T OP - IT- r-- - - 12' 6: 12' 72' 72" 12' I - 8-(T0P/B6r01A) AMMULI ASO. DESIGN RATING (Ps.f.) MAMUM ANCHORS SPACING FOR E. D. = J' 1/2" •• APPLICABLE TO- SECTIONS IF Er CONB/NAB OF THEM I WTA1 PANEL LENGTH z- TAFIONS ZAMAC MUN RED HD. DYNABOLT CALK-W SOLID PANELMATES CF TAP -GRIP - ro LOttCRE/E ro L/A510NRr lO ro CONCRETE 1LLSOAWY TO - co""' MAS(WRr , ro 1 TO CORCRE rE LIASMWY 7D. CGYOdTE ( ro MASONRY TO 70 CONCRETF, MLSOURY 12' _ 72.++ - r2- I - - - 12" - -to' - f (TOP) 12- 6" 12 l2' 12-- 5" I2- 12- 12- 12' 11 1/2" 6 1/2' I. 9+(BO77OM) 12- 6- 11'++ - 12' 12" 12- 12" 12' - 11 1/2' - 2; 9+(10P) /2' 12" 12' 12" 11 1/2-I6 1/2- - 2 (BOrOlA) 12'*+j 12' I2' 5• _ - 12- -I 12- 11 1/2'16 1/2 24 (BOTTOM) +35.0 -40.0 12' - 12'+ 1 - 12'111/2' - J & 4 (TOP) GR 12- I 6- 12'+ i 12- 12- 6' - - 12' 12' 11 1/2' i 6 1/2- J (BOTRIAI) 10'-0- LESS 12 .I 6' __. 12'++ 12-` 12- 5- - ( - 12- I 12" ]1 1/2" 6 1/2' 4 (BOTTOM) TO. 12' I - ++ 12' - 12' - - - 12' _ 11 1/2•_ 3,(Top) 12- II• 12' I 6' 12'++,' 12' 11' 5' Tl //2-I6 1/2- 5 (BOTTOM) to- I - - _ to- _ _ _ 12' _ _ _ 5 (.TOP)- e' - - ! _ 8 I _ _ _ 71' - _ I, _ 6 (BOfT01A) 7- 9 1,2- I - - j - 5A BAP M 7 (BOTTOM) 7- - - I - '� I - - ;0'- i - - I. - - I - - I - 12 I. - 12 /2" 12- I 12-- - - 9 (TOP/BOT70M): + ONLY TAPCOII ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUNNNG SECTION 9. ++ ANCHORS SPACING ONLY VALID FOR ZAMAC RAILIN. • SEE SHEET 8 & 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS -INTO WOOD FRAME ONLDINGS. MAXIMUM ANCHOR SPACNGS- ARE VALID FOR J 1/2' EDGE DISTANCE. FOR E D. LESS THAN J 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FO_LLOWNG FACTORS (kin. E.D. FOR CALK -IN ANCHORS do ELCO PANELMATE IS 2 1/2, AND J 1/2- FOR SOLID -SET ANCHORS). ACTUAL E. G. FACTOR TAPCON Z"Mc Wbw /OTMLia.T swam ES CALK -IN SOUD_&T Cr TA -6R)P .75 :78 - 1.00 2 1/2' - .7f .50 .80 2- - .50 4 1/2- FLORIDA .2017 IXTEGO. Mr. IILIECOmc. �TESnNG R ENGINEERING COM `st1 SY. Mw �. WL]N OKGQp, • LiUlLUlNG CODE' _.(Non High Velocify Hufricdne Zone) 27050 8£RTHA ALUMINUM STORM PANEL L.C. (2.25- DEEP) DirAlm'er.• EASTERN METAL SUPPLY, INC• °'/47F- 4268 NEST R0.10" ORN£ WZ3r PALM BFACK FL JJ407 PHONE.. (561)209-6267 FAY. (r61)841-1716 17-096 •� •• ��•Imn I ORMAYC No SHE£7 6 Ol 14 — SCNIDUI£ IN=4= REONRED ANL710R SPACNC FOR A COIN AID. DE=q LOAD AW PASM LOCTN, mwfm7 1L417MIA/ PAVE. LENGTH FOR A OIWI AS0. DESXN LOAD.U= BE L4'PoF7m AS PER SCHOLAF ON SJIEET It MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE TOR INSTALLATIONS XTO CONCRETE AND CONCRETE BLOCK STRUCTURES s "AX/MUM ASD. DESIGN PRESSURE RA77NC (P's'/. AMMUM ANCHORS SOACINO FOR E. A - J 1/2' •• Ap��g� E1 SECLIONS / 0 VY COUSM710A OF TNEII .UO,U PANEL LENGTH 1' (It.) TAPOONS D HD. NM148 .RED N0. AwUm Yr _ CT1K-IN. SOLID -SET' PANDJA47ES CF TAP -CRAP TO CONCRETE] TO L omy To CONCAt7E To MASONRY ro CfJFC/ME ro' BASONhY ro CdJCRL7E ro Y45ONRY ro COVCR£2 ro MASONRY 7o CONMVEi TO UUONRY 12- - T2•++ _ 12- _ _ _ 12- - 12' - I (TOP) 12' 6 12'++ !2' 12' S• 12' l2" l2' , 12" 12' I ! 7"' 7: 9+(807TON) 12' _ - -_ r+ I2' - 12' - 12" 12' 12' - 12' I - 2, 9+(TOP). FJ50, -40.0 12' 6' 12'++ 12" 12" 5' - - 12' �. 72' 12' 12' 7- 2 (BOTTOM) 8'-0- 12' 6' 12 ++ 12'++ 12- f2' I 5' - - 12' 12° .T 2A (BO770.M) 72' I - - )1' - 12' - 12' - J & 4 (TOP) TO 12' 6" 12°++t 12' 12' S' - - 12' j 12" 12" T J (BOTTOM) OR +SSQ -60,.0 12' 6' 12-++ 12' 12'. 5• - _ 12' I 12' 12" 7' 4 (Bt7TTON) LESS 12' - 12'+r� - 12' I - - - 12" - ( -- 12' - .. 5 (TOP,' 12" 6' 12 ++ 12" 12' 5" - - 12- I 12- 12' 7- 5 (BOTTOM) t0' -' - - to' - - - 12' - - _, 6 (TOP) g• _ _ _ 8" f _ ` _ _ 12- - - - 6 (BOTTOM) 7 - - - 7- '_ - -_ 10 1/2' 8• _ _ _ 8• _ - _ 11 " - _ _ _ 7 (807TOA7) 12' 6 (TOP/BOTTOM) 9"++ 8' It' 3' 12' 11' 12- _ 1 S' 7 1/2"• 4' 1, 9+(BOTTON) 12' _ 9•++� - II' _ 12- I '.12" 12" - 7 1/2' - 2, 9*(TOP) It.I 4' 9'++ 8' Jl' 7 1/2' a' 2 (807TOM) 11, 4' 9'++ 8' 11' I 3' - - 72' 6' 7 1/2' 4- 2A (BOTTOM) +3SQ -4Q0 11, - 9.++ _ It' I{ _. _ 12' 7 1I2� - J & 4 (TOP) TO _ 11. 9'++-8' -'1,, .._. . _-12' - -8- 7. 1/2'1-- -4" ' .3'(BOmAf)+550, -60.0 IY 98' 11' 3" - - 72- 8' 7 7/2' 4' 4 (B=0T 1) 70 ;4- 9'++ '1T - 7 T/2` - 5 (TOP)12-0' 9'++ B' I7'J' - - 12T 8' 7 1/2" <' S (B07T(HI) 6- - - 6' I ---8 1/2' - -!-'6 (POP) 7" - 6 (80JT(x4) 4 - - 4' _ - - - '6 1/2' _ _ 5' 6 1/2'- - - _ 7 (807Tom) 12' I 6' - I - 8 (TOP/$0MA0 AC7VA! E. D. . FACTOR TAFWN ZALfAC �� /DW-WA T ANELYAIES CALK+Fy .75 2 112' - _71 .56 2- - ..50 - 1 1/1' .J5 - - E. O. = EDGE •• r! A fY T W PANETALIT'S CF TAB--C'(/P' ♦ SE�� � ��& �y �• 4 9NY COAI&I1A LGYCJH, .� ro � To To MA A80. ASDV DESIGN PRESSURE R4T7/JG 7 WXMUAI ANCHORS SPACING FUR E. 0. - J 1/2' -• p !v1i 11 TAPCONS 14L4C NA4IN/ RED Na DW930LT CAfK-!N SOLID -SET 70 CONME£I 1 TO M15111LR1' TO CONCRM ro MASONRY TO MrRVE TO MASONRY To M-RE1£I MASONRY CON-RE7£i. YA50.." CCNCRL7Ei !!��{{ 1f4tA'li)1' f2' I 5' 17' + !0' 12' 4- 12' 12' 12' - 9'++I - 17" - 12' 12' 12 - 9' - 2 9+(TOP), 12' S' 11' + lo- 12 4" - - 12 9 f/2• 9' S" 2 (BOTTOM) t2' 5' 11 +I 10' 12" 4" - --- 12' 9 1/2' 9' 5- 2A (BOTTOM) +5SQ -60.0 12' - I1' + - 12' - _ _ 12' _ 9- _ 3 & 4 (TOP) 8'-0- TO 12- 5- It-** I to- 12' 4- - - 12" 9 1/2- 9- I 5- J (BOTTOM) OR +75.0, -8Q 0 12, 5' f 1 °++I IO' 72' <" - - 12 9 7/2' 9' a (BOTTOM) LESS 12' - if 12 - - - 72' - 9' 5 (TOP) 12' 5' It' to- 12' 4" - - 12- 9 1/2- 9' 5- 5 (BOTTOM) 8• _ _ _ g• _ _ - 10 1/2' - - 6 (Top) 6 - - - 6" - ( - - 9' - - = 6 (BOTTOM) 5• I - 7 1/2- I - _ _ SA (BOTTOM 7 OP) 6' _ _ I _ 8• _ _ I _ 8' 7 (BOTTOM) _ - - - 12' - 12' 12' 12'- I 6- - '1.1/2" - 8 (TOP/BOTTOM) 5' - ++i 4' i 5" - - - 8" - J' 1 (70P ) YO" J' 8'+++ 7- to- I 3' 72' 12' t2' 7- 6 1/2- - 1, 9+(BOTTOM) 10' - 7'++ - 12- ' - 12- 12' 12- - 6 1/2- 1 - 2, 9+(MP) +53.0, -,60,0 TO' J' B"++ 7" /0' I 3- - - 12- 7- 6 1/2' J 1/2- 2 (BOTTOM) 10" 4' 8'*+I 8"++1 7` 10" J' - - 12' i T 6 1/2' 1 J 1/2" ZA (BOT701A) 10" - - 10' - - - 12- I - 6 1/2- - J & 4 (TOP) TO - - to' J' 8'++ 7' - 10' J' 12' T 6 1/2' J 7/T J (BOITOMJ- >8'-O' +750, -8Q0 !O' J' 8'++ 7" to- J" - I - 12- , 7- 6 1/2'' I J 1/2- 4 (BOTTOAI) R7 IO" f0' ' - - - 12' - 6 1/2' j - 5 (TOP) B'++) 7" 9' 3" - - 12" 16 1/2' 6 1/2' .J 1/2- S (BOTTOM) 6' - - { - 6' - - - 7 1/2' I - - - 6 (70P) 5' - - - 6 1/2' - - - 6 (BOTTOM) 7 OP 4• _ _ _ 4' - - - 6' _ _ _ 7 (B0770M). - -' - - 6' - 12" ' 12- 12" 6- - - S (TOP/BOTTOM) r VNLr IAPCUN ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUNANC SWRON 9. ++ ANCHORS SPACING ONLY APPLICABLE TO ZAMAC NAILIN ANCHORS ' SEE SHEET 7'& 8 FOR ANCHORS TYPE & SPACWG *FOR INSTALLARONS INTO WOOD FRAM£ SOW -SET CF TAP=CRp BUILDINGS •a MAXIMUM ANCHOR SPACINGS ARE ✓ACID FOR J 1/2- EDGE DISTANCE. ,78- 1:00 FOR E D. LESS -THAN J 1/2; REDUCE ANCHOR SPACING BY - MULTIPLYING SPACWG$ SHOWN ON scHEDLILE BY THE FL7LLOWINC _ .B0 FACTORS. (Alin. £. D. FOR CALK-!N ANCHORS & ELCO PANELMAM IS 2 1/2' AND J 7/2' FOR SOLD -SET ANCHORS). FOR ROS OPOIA77ON TO BF AKD£ REDUCED SPACINGS RESULDNG FROM APPLYING A9oVE FACTORS SFWl NOT RESULT -ON SPACINGS LESS TH4N J' POR ALL ANCHORS (EXCEPT +a.3' FO.R RED M. DYNAGOLT ANCHORS). V2017 IXTECO, INr 0.050- BERTHA ALUMINUM STORM. PANEL La (2.25" DEEP) OlAwN Br. L E,G O EASTERN METAL SUPPLY, INC 07126/I7 DATE l w C" 426E WM ROADS CRNE r T£SNNO & ENC/NEERINC CONPANr '. Jax SY. s. .TQI V.Rcw^ GwDtt rs JPf6 p0yln-TFrJ. a°. DOS16rJ-tur BEST PALM CEICH, fL JJ407 PLPoNE (56/)209-826J fA.0 (561)D41-7776 17-096 SNELT 7 CF 14 .7/4" Mar. CAP 1/4" 114m GAP 1 SECTION B-B SCALE : 1/8= I" - 1413/6, 14A/6, (WHOLES) 15,168/7 15,1,6A/7 Bur NOTCHED 1/4'72Ox1." S.S. EA CORNER ® SIDEWALK BOLTS. BOTTUSHOWN. AS [—SEE DETAILS 2/7, 1 ,.. 2/I5. (WHOLE) I ' 1 0 9 70OR 10 OR i 14B/6, 14A/6', 15,1613/7 15.16A/7 _ _ _ _ CONCRETE ANCHORS (SEE - SCHEDULE) 3" Max. Max: 1 hlin. 1 Min. ' INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/6" = I" CONCRETE ANCHORS (SEE SCNEDL2E) I POURED L CONCRETE REQUIRED I . CONCRETE ANCHORS (sE< scH©uLE) I i I ! o I 3 .Goof. CONOCRETE I RECURED I ! i CL45S I ! LSS Ii I —{ I' Y;n. -SEFARADON i I ,TO GLASS ( ! i f I � I 20 S.S.M. Y%47/B x W/.VG i Ul o 12'.0. C. INTERIORLY REMOVABLE ' PANEL "J W/ SIDEWAL7( BOLTS (S££ DETAILS 2/7, Z/14) CONNECTED / J TO 0 THRU 51610 HOLES AT ©® POURED CONCRETE OR CLWCRE7E 6" O.0 & BLOCX'WA1 c FASTENED AT REAR REQUIRED W W17/6 Ox3/37' WNC NUT ® EVERY SIDEWALK BOLT. — — CONCRETE ANCHORS (SEE SCHEDULE) � I F IX/SRNG C G1A55 � 1 •Yin. SEPARIDON i f TO GLASS '1r o � I 16 m h I nL7Aa z/7-, ' 1/4' 120, x 1' SSALS J/J2• WINC NUT O 12' O. 'C. 2 I I POURED � i CONCRETE OR CONCRETE BLOCK WAIL C REOUIRED. Z CONCRETE ANCHORS- (SEE SCHFDULE)_ _ _ SECTION 10A SECT/ON 10B WALL MOUNTING INSTALLATIONS SECTIONS / 0 SC41Z : 3/8' — 1' l STALLAT/S VALID FOR ANELS .1 USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 1 FLORIDA BUILDING CODE (Nor C2017 TRIECO. WC .0.050- RERT14A AI IIA, INTERIORLY, REMOVABLE PANEL SIDENALK BOLTS,(�EF DETAIL 2) CORN 7ID 7O 5.7HRU 5/90 HOLES ." O 6' O.0 & FASTENED — AT REAR W 7/B CxJ/JZ" YANG NUT O EMERY SIDEWALK BOLT, L E C O INe: EASTERN , METALSUPPLY, INC 4268 WEST RGADS PINE SLING ENGINEERING COMPANY WESr PALM BFAG/, Fl. J.T407 1. se. ae. xa{ Wresru c:q, n Sncs FNONE.• (56!)209—B26J FAX: (56IJ847-1716 LC DRAWN,BY.• '07M/17 WIE: 17-096 'DRAW.ND No SNECT 8 OF f1 CONCRETE ANCHORS E. (SEE SCHEDULEPOURED )� n REOWRED CONCRETE ED. I I E0. Tj CONCRETE ANCHORS (SEE SCHEDULE ) POURED NCJ REDUIREDCO1 j—£O.-rt-LY CONCRETE ANCHORS (SEE SCH£OULE )\ POURED CONCRETE REDUIRED I I I I n A I I ofa I" j =O5 CPnc I I I �Conr. I I I m 2 � _j1'Nin. SEPANATION I 1 y TO GLASS I L r • M7n. SEPARATION �I'MTn. SEPARATIOH 1 o ro cuss" TO GLASS ! DETaL 2 \ i N • j I yW W CONCRETE ANCHORS E. D. —=j (SEE SCHEDULE )' C—C m j2— —? SEPARAnox h ; ro cuss =o In Y DEWL E. 1 Gam' / I h I I 'a` I I a I 'I I 7/8•. 0 x J/32• I WNC NUT ® r1 Dc. 16 1 I a 7/B• a: x J/J2• ®2 f i I Iv/DE�� 16 I 1 1 1 Cvnt i 0 t2. 0.. C. I ! I r 1 i I I I e/tiERY STUDJ2•' O 12. O. C. j - I I 7/6" o x 3/32' KING NUT 0—\ I 1 h — L £VERY STUD I / ////,f•:�� EDCE OF I I ALTERNATE LEG 'y \ CONCRL7E ; I_I• SLAB IF, I N. I �LOC4TpN . 1 17iRED I I Cont. CO/lCRE7E ANCHORS F. O. (SEE SCHEDULE) J' •' /� J �.� EOCE OF I{II / •MC£.OF I /SUB /F � ALTERNATF LEC 1 POURED CONCRETE 'CC"" SLAB IF I f t APPLICABLE i I !_ j j APPUCJB _ �-LOCATION ' COI. CRETE ANCHORS (SEE SCHEDULE) / :--E 0. J POURED L�� � CONCRETE ANCHORS / (SEE SCHEDULE E.0• ) 1 SECTION 1 fA /NTERIORLY REMOVABLE PANEL <�I W/- CT/ON 1 fB `I POURED J CONCRETE ANCHORS I J CEILING &FLOOR MOUNTING _ _SE INSTALL d TIONS =ALK BOLTSAXI DETAIL 2)_ CON'N 7D (�6 THFA TEND HOLES AT. 16 0 6' O.0 & FASTENED CONCRETE (S� SC/�pU ) ED R£Durr� -i1T REAR A' 7/ti'Px3/J2':WTNG NUT SECTION 12A .SECTION 12B INTERIORLY REMOVABLE PANELI(1 W/J SECTIONS 11 O EVERY SIDEWALK BOLT. SIDEWALK BOLTS EE DETAIL 2) SCALE : J/B• = t' CE/L%NG &FLOOR MOUNTING.INSTALLATIONS G0N TEo TD � 1;,1A 5/e, HOLES AT 16 O 6' O.0 do FA52ZD IB75• I/s-2O>.t"SS SDEWAU(BOLJS Wr314- =LOTTED HEAD, TLYED,j0 6 r xPl�RLY RELIDYABLE SECTIONS 12 - AT REAR W 7/Bbx3/J2' IWNG NUT 0 EVERY SIDEIMLK BOLT. V%U' THRU REY HOLE ®O. 6' O.C., SCALE : J/R• = T W/ 1/1=2O.NI1T AT REA4.AIJ WNC NLT O r-" eo , "'0'✓.IOLE PANEL INSTALLATIONS VALID FOR WITH INTERIORLY REI I I _ n I EDGE (SEE SCHEDULE 10 & 1ON j SHEET 10 1) 050" 1/4• HOLE 0 6. or - . NOTE FOR 'COMBfNAPON OF SECTIONS ISTALLAT/ON.OF I/l'rf FLOOR/CEIUNG MOUNRNG SECTIONS GW,B£` is O REAIOVABLF p�NE/ COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION SGLE: I• 1•__' '441�i MM••* FLORIDA BUILDING CODE (Mori High Velocity Hurricane Zone) 02017 IXTECO. INC. 0.050" BERTHA. ALU"MINUM STORM PANEL L.C. (2.25DEEP) DRAWN BY. 1 L E C O EASTERN METAL SUPPLY, INC 07 owTF/26/17 ,., C. 4266 WEST ITD,D= APNE STING h ENGINEERING COMPANY. rsrw ,ml, 1an:Nx ar�ori n .urea WEST PALM BEACH,. F JJIO7 , PHONE' (561)209-B263, FAX: (561)BIf-ITI6 (]-O8B -O ER-DW 719 (xoNen-rut EB-0006719 '� _ DRAWIN.^. N. WA R R11 A LJr. P.E FLOPlOA Lle- I "I., SHEET 9 b' 14 I(•,LJ 1 1 ' 1i. i.: YI : ,/1 1 i ' 1 U/ A .11,414fillff. ILILO),(fill :—FRPFVM Aso. arcrl 4am,w Aw,na soAv�-. sIx c a - � r/T• . - nw+u(wnr ro I A[OAM ro aX.tFEIE aRLN�- m 4IIXJ( OPc�E-f[a' m a]WA[1c S1 ro (]N[ I Zi c ro ttu L1F tiVtN ro RaCX CALK-N I.—] ro GOor S(WO-]EI m m 1C m FIIgX CF r.V-GM1Prl ro cOW!F1L m BIr1R m m At AIKGWF m Ct}1fA RIC ro HOO: a6 ss ro fAVp&ir rAr{6ff m q¢r rlLI10.vS / f c afwraY [r 1MEY YufNM /YttCG lE srN V W" 12' N/A 17' WA WA NIA )1' WA. .NIA WA WA NIA - N/A IY N/A 11' N/A 10 (70P) 12' 1' f1' f0' A%A' NIA 'I2' 9' NIA WA NIA NIA. B 12' 7 f/2' 12 6' I(N (BORON) 12' WA f2' Y WA. NIA TI' 6 f/2' N/A N/A NIAN/A 8'IY 5.1/2' 72' 4' COB (BORON) 11 I/2' - NIA12' N/ANIA N/A 12- .NIA NIA N/A. NIA WA WA IY NIA 12' NIA II (TOP) E3.5. -615 B 112' NIA 12' N/A NIA WA l 1". RIA WA WA WA N/A it 1/7'' WA I1' WA 9 I/2.' N/A. - ]IA(BORON) 9=0' OR L65 MIA N/A N/A N/A N/A WA N/A. NIA- WA NIA NIA NIA J' WA J' WA J• 'NIA' .Iis(80RON) If 1/2' N%A: 12' N/A WA WA '12' 11/A 'WA _ WA NIA _ NIA I2' WA 12' N/A J2' WA 12 (TOP) B i/2'' NIA 12- N/A N/A NIA 7 1I2' N/A NIA WA NIA .NIA 1I 1/2' NIA If- N/A 9 1/2' N/A ,124 (BOTTOM) J' " N/A NIA I NIA NIA N/A J- N/A N/A WA N/A NIA 4- N/A {•' N/A 4- XIA 128 (BORON)' • UWIMUN ANCHOR SPAONGS ARE L31LI0 FOR J 1/2' EDGE OIST.JNCE. FOR E D. LESS 7N4N J A�12� REDUCE ANCHOR SPACING BY AIG4RPLRNG SPACAYG Z 71 ON SCHEDULE BY THE FCUOWWG. FAG7OR5 .(HOM d'B.-E D. FCR:CALK-1N ANCHORS. IS,2112") ' FOR 7HJS-OPLFADON'TO BE. P05&&' REDUCED'_ SPACING OBTA'AIED-LIS/NG'FACTOR-SWL NOT"BE— - LESS 7MW MWNUM SPACING INGC47TD-FOR EACH ANCHOR TYPE AT ANCHORS LEGEND.• ACItl4L G D. FACTOR REGNIAR TAPCON & <TO S.S.TAPCON ZCANC AWUAI CBET=n.LX S54 & PANE_WAT£ OR PANEL/AATE PLUS. -LN SOLID -SET CF iAP-CRP .86 - .75 _ .78 1.90 :71 Li- - 50 Y* LIMITED TO 5'-4" MAX. SPAN. E A EDGE DISTANCE ANCHORS_LEGEND ANCHOR TYPE ANCHOR SPACING 4i0 15 TAPCOA; L- NWUNG. CF-TAP-GWP•'PANaMA7E'OR PANELLM PINS. 0".-V 25' SOLID -SET S5' CREW FLEX 60• REGULAR TAPCON IN BLOCK .-.a' RMULAR WCON W CONCREU. yp' FLORIDA BUILDING CODE. (Non High Velocity -Hui mlcone Zone) C2017 TILTECLL iNe. .0.050" BERTHA, ALUMINUM STORM PANEL L.C. (2.25.- DEEP) ORa1rN er EASTERN METAL SUPPLY, INC O7/26/17 ' 1 L •E- C' O INC. 4268 WEST RaDS CRNF -EST MW fiE4M FL M407 LLATE SRNO & ENGINEERING OOYPANY 17-096 u St. ST.. s6. +xx^A CVmG4 n. slao '(105/6 EP-M.Tv:(1Cper/-rxlr E9-DOO67/L7 FNDNE. {561)209-8263, FAX: (5511&1-1716 6MMAO No �� Kr P®P,Ar' WALTER A NLLR Jr. P.E. FLORIN U: Ht67 mB 15-P1. ITaOLn . SNFET' 10 t7F f4 1' x 2', .115' _ ALUI4 TUBE W/ `1 1 f 0' tAG SCREWS O 6- LAG SCR'-'WS O 6' O.C. 1 S O LAG SCREW$ 0 6" - / W/ J 1/2' Min. THREADED 1/4' tl LAG'SCREWS ® 1 4 0 LAG SCRE{r 0 rOJ.G W/ 1 7/2' Nia C.G W/ 1 t/2• MI—PENERATON TO DISTINC R.REUItD PENETRATpN TO rTHR[i1DE0 PENETRATION 7p W000 HEADER. 6".O:C. W/ 11/2 lfn. 6" 0.0 W/ f 1/2' . III IX/SRN0. WORD HEADER. EX(SRNG. WOOD HEADER. / ,IHRFADED PENE7TTA7p,V l0 THREADED PENE7ITATION TO I 1= . J EXI57WC WOOD HEADER. (EMSUNG WCOD HFIDERT "' 0' 0.250' 0.2500"0.2Si' O.SW' 5f.0" .1 2" I IG I I TT •Cont. 3 Cone, u..1 1"I • ConLi2 1 1 I ..•Ib _W'DOD HEAVERWCOD !(FADER WT70D HEADER I WOOD HEADER ! 3 WDOD HEADER �REOL'IRED REQUIRED '�+ C{ REQUIRED I REOU(RIXI m NRtOUIREON1' N/NIMUM I.IL SFPA�R� TO ., rAll4/UNuSEPIMBOONN TO 2 5lPAGLASST >D I u CL4SS ALTERNATIVE 1 H I W G ^' — 1/�4' 0 X 3/4' !1W I V r w r-- I BU/LOEX 7EK SCREWS . 1/f' 0 X J/4" ITW DUI T d 1 r v 0 6' O.C. I TEK SCREWS 0 5- O.F- I I r- mNtwN `�' i uwuwu r/4" o-zD X I I �a T F o SEP GLASS TO I ? SEPARA7M TO BOLT W/ y. L'' 0300' I S GLASS 7/6. 0 x 3/J2- i i J I 7/6" n. e I I R WaVO NVT ® J' I 1/4' 0-20 X { J / 7/JI' WNG I 7/B� 0 X " EYCRY C. 0 R .Via SCO / BiXT W/ A6 ! 'NUT ®EVERY i 0 I1' O. C. L- AY •�� STUD 0 12' G J/32' WINO. I Mfi. EVERY STUD/J2 All •ED ... I NUT 0 EVERY _ r - •. I STUD m 12, O.C.I - _ -.. 12' O. C. _. .. I''•- { i L I l onL 1/4' 0-20 x 314' ` 0 c �- i C I I ED ? a W f I .; BOLTS.Iv/7/B I / �- 10 ConL WOOD STUD 3/J2" {W1,,G MF O 1 1 I E'0 I ^0 WOOD SKID L/(� ( 1/4' D-1O0 5. S ®24 O. C. C. ` w 7 + nL 0 24- 0.0 g �.:/'- BOLTS O !2" 0. C REQUIRED t EO I {OSW" REOU(Rf0 a Can1. W/ NUT A: WASHER \ 1 0 LAC SCI IYS 0 ` 1.000" 1 Cont. 1/4 C LAC SCREWS O 6' I 1 4 A.125' (AGn.) � j 6' O.C. W/ / 7/2" ^6n. I L1/4b LAC SfRDYS 0 6' O.C. W/ 1 1/2" WlTOD STUD 606J T$ Amri,. TUBE (Goof.) 1' x 4' X .175" (Nin.f 7HREA0.'-0 PENETRATION �2' + 4' PtATE 0 2<' 0. C.T 500' 6063-i5 Ahm TUBE ) ,� 0 MIDW/OTN OFPLil1E. EOLRRED 1 O.C. W/ 1 11 Nn. 12' + 4' PLA THREADED PENETRATION 0 REOUlRED Mia 2J 1/4 P UC SCREWS O i S \ (Ccnl. 'THREADED PENETRATION 0 I REQUIRED UIDMD774 Or PLATE. EACH 4' 0 N C2I V4 0 IAG SCREWS 0 N/OW/DTNOF PLATE. (.IOWfORIOF \ _ EACH 57UD (M1DW/OTH Of STUD. 2" fAin. NOMT.YALJ AND STUD. 2' Min. A'OM(NALJ AND r _ W/ 2 Mn. THRFADc�- PINEIHATION W/ 2' 46h. THREADED PENETR4770N INTO •£KIS ING STUD. � INTO OUSTING STUD. ALTERNATIVE 2 AL,TERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 __ 'WALL MOUNTING. INSTALLATIONS INSTALLATION DETAILS' ON 1' MIAPMUN I T - SECTIONS A SCALE 1/4• _ 1- EXISTING WOOD BUILDINGS -- 5(PARAAGY To W.ASS' PYr�/�'toi� r/4" D-zo X J14' ���y�•..'JJEN$e •`�' . BOL75 Vr/. 7/e X .'♦ •ti jy0 . 7 - 112 O. CdVG NUT 0 `% u�T S @ . IREQUIRED'� ♦ �• 1��. 44167 f� L INSTALLATIO,VS ARE OMY YALfO FOR MAX. AS.D.. D£SIGYJ PRL3SURF.RATING UP TO +65.0. -72.0 psT AND PANELS LENGTHS UP TO 9'-0.2. FOR WOOD ERUAE CORSTRUC70N: MOOD M£NBERS TO BE 7OCor,G QF ♦ SOUTHERN PINE No. 2,Vl/ SPECIFIC DENSITY OF 0.55 OR EQUAL`,/40 LAG SCREWS 0 6'FLORIDA BUILDING CODE (N HRlRFAOEDPENE7RA70N 0 ALTERNATIVE 3 on lgh efoMIT NMFncone Zane) NOTE FOR COMBIMITGN OF SEC70.VS: '02917 nuEc1, mc- 0.050" BERTHA ALUMINUM STORM PANEL tc WALLL MCUN7NC SEC7.ONS CAN BE COIJt3lNEU (225n DEEP) MAIM Or_ IN ANY WAY TO SUIT ANY INSTALLATION. . - 1 L E C O EASTERN METAL. SUPPLY, INC O7/26/17 �- N C. 4268 WWM RGMS WIE 77L T TESTING TILLlT TESTING i ENGINEERING CONPANY ENGINEERING C. n. sren 1YE5T'P.1W BFACN, fZ JM407 PHONE.• (561�3?09-625J, .FAY: (561Ie4I-17I8 17-096 r+r m: (s�Mn-rsTo. re.:.DmTen-rnI• f _ 0®0, ORAWNu No WALA TILLIT 'P.E, "RI71D Jr. iLORI A OA/FA Lie. IF a1t67 1 X ao r0•WY /I/i -' . - SNF£T /1 OF 14 1/4' 0 LAG SCREWS 0 6- 0. C W/ 1 1/2' Min. THREADED PE VEM4770H TO EX/STING .WQOD `•'�+ ` NE4DER. r GaL 0-20 l 12' O. C W/ NUT & WASHER • I � !' Mir. 10.250' ! Max. 5 Cane. i WOOD P.FADER I REQUIRED ! .- ,' MU7MUH J S£PARARN 70 GLASS ALTERNATIVE 8 1/40 RW BURDEX j TEK SCREWS 0 6. O.C. 1 //4- 0-20 x I WING NUT O 1 12'O.C.'� I # 1 t i ' Min._ Min.Cent. g r W 0-20 ELCO r1/4" m0l ohm "ale . PANEUl.AIE O 12' 0 O 6'.COQ, W/ 9 7/B" A . P£NE1 PON = 1 I I CONT. 2• I Ming I O WOOD HEADER J REQUIRED O' I W �, Y .MiMMUM �EPARAIION 7 GLASS ! ' 1 I I 1 I EO} --- --- \ I _. EO I' `7/4' 0-20 ELCO PLAN ma/ m _ .REQUIRED PANEL1547E 0 12" O. G W/ 17/B- 7ED Min. PENETRATION O M/OWDTH OF PLATE I' LIMLMUM SEPARATION i GLASS COME. HODD STUD O 24" 0. C., REQUIRED 1/,' 0-20 5 S. BOL15. 0 72' O. C. r- W/ NUT @ WASHER I h f 606J-T5XAl Alm B a(Cont.) �(2) TO I TO 1/4. 0 LAG SCREWS 0 AL TERNA TI VE 10 1/4' 0 LAG SCREWS 0 4".Ll C. W/ 1 1/2" Mn. THREADED PENEIRATON TO EXL57FIG WOOD BEAM.: POS/RON •J T/4" 0 LAC SCRE{VS O 6' O. C. W/ 1 1/2- Mn. 1/4.' 0 LAG SCREWS O 4, 0. C. W// 1 7/I" Mn. THREi1DEO PENETRATION TO £XSRNG WOOD EEW .ix B' (Mn) E1'I5VNG WWD BDUI REQUIRED. STRUCTURAL ADEQUACY OF LJaMC WOOD BE414 TO BE CERnRED BY RMSIERED ENGINEER OR ARCHITECT PRIOR TO, SHUTTER INSTALLAR°N. 9 '� Con! I 1 4' 0-20 x J/4r' p Is JJ2" IWNG NL/r m I 012'O.GOQ1 1' M/MMU.M I 4 O 6' 0. C. 0 ©� I' MINIMUM S'�-vARAnON ro I a SEFARAn0M TO GLASS 1 2 CLASS I _ i N J y I I 7/8" x 3/32- W I I HNG NUT 0• i O. C C l 0 - 2' WOOD DECK COrt. iL 1 � REpUIRLQ � O r �� SHUTTER EO £O 1 4- 0-20 x J 4- / 0 LAG SCREWS O GI/4' 0 LAC SCREWS 0 BCLiS W7/6'4' O. C. (V/ 1 1/2' Min. ,' O. C. W/ 1 1/T" IAfn. J/JT" IttMG MJT THREADED PENEW770N. THREADED PENETRATICN. O 12" O. C. ALTERNATIVE 1 ALTERNATIVE 2 CEILING &. FLOOR MOUNTING INSTALLATIONS EACH STUD (MIDWIDTH OF -- 7/8".x J/32 - STUD, 2" Min.- THREADED _ IWNG NUr 0 ALTERNATIVE 9 FdO, AAUTIOANN°'INO E2N'si"NG __ - _ __ "STUDEO�_ -, EA_ sTD° - SECTIONS B sG4LEt'{ia A ( --- WALL MOUNTING INSTALLATIONS 4P SECTIONS A_ SCALE NOTE FOR COMBINATION OF SECTIONS FLOOR/ WALL/ CEILING MOUNTING SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANYYNSTALLATION. NOTES.• 1. INSTALLATIONS ARE ONLY VAUD FOR MAX. A.S.D. DESIGN. PRESSURE RAnNG UP. TO +65.0, -72.0 Psf AND .PANEL'S. LENGTHS UP TO 9'-p". 2. FOR IVOOD. FPAME CONSTRUCTION. WOOD NEWS.ENS TO BE SOUTHERN PB0£ No. Z- IV/ SPECIFIC DENSITY OF 0.55 OR EQUAL . I W I O 1 i I \ f/4" 0 LAG SCREWS 0 6" 0. C. W/ 1. 1/2- Ma, THREADED PENETRATION MONDRY OF PLATE. (OPEN POSITION •) REMNN•CLOSED SNAP AT ?&VTO HURRICANE 11, . . ,'.��C\!p! ; Gr Wow PLATE REQUIRED. ° CONDWWONS _ O E 17 _h (OPEN (L'PEN PQSIJIDN •) - �. 1 E . - MATE Q : 01 SECTION ® STUD TYP. TOP/,BOTTOM �O,g •,f1URlDV ALTERNATIVE 11 "sas/ONACE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (.Non High Velocity H, 02017 77LTEC0, I= 0.050' BERTHA ALUMINUM STOR14 FAA (2.25" DEEP) IL E C O EASTERN METAL SUPPLY, INC • lwe. TILUf TESTING @—WN'EEKING COMPANY a1x1 nr. >sen R sea saq rrrr..xA TMDfX$-n 41164 P,w.: (sv)sn-rsro . � : (sroysn-aie 4206 HEST ROADS OR/NE WEST PALM BFACN, FL JY407 PHQYE• (560209-l1263, FAX' (561941-1716 LOD571NC LC. 'DRAWN B1:. 07126117 DATE 17-096 DRAWNC No SHEET 12 OF. 14 1/4 C LAO SCREWS A 6- 1/40 LAG SCREW 0 6' D.C. W/ 1 1/2' ARN. FADED PFVEM77ON TO —Cr- IX/ 1 1/2' UZAL 09SDNG WOOD HEADER. Tr1AFi7CE0 PEHE7RAT70N TO E / xwlAIG'WYYJD HEADER. _ l .250' =.500" f Max. . .250' .500' MOr. 2' y„ _ I KvoD WOOD HEADER I m REQUIRED I g O G poN ASS. STD GLASS i U DETAIL 2'75 i I I EE�x77 GLASSNG S/T �ua a Fy� GLA55.SNJ i �114 u-20 SS 3 1/4 0-20 S.S. B0L7S W/ Cont SOA60L7S^7/8b r 3/32"1 WING AvT . ® r 1112"� WING NUT 0I2" 0. C. �8 C-L Aa" � £O -175 1 LAD SCREW. ® 6' O.C.. W/ T I/2' U/14 fl. : 1 4 0 LAG. SCR£NS 6'.0. G W/ 1 27/J2' 06 'PENE7RtTiON- 2' r 4' PlJI 7NREADEO PENE7RAEA7N ® WDhVTH. OF' PLATE x4' pU L6n. a MAMMOTH CF PLATEREOWREO - £OL6Rf0' INTERIORLY REMOVABLE PANU W/ SIDEWALK BOLTS f4EE DETAIL 2) • �CONN TID 70 TNRU 5/8 a - - - - - - '- HOLES AT 6 ®6' O.O & fASITJIE�J Z-1/12' ALTERNATIVE .-12A * _ AT REAR WF7/B WTNG 11.11 ALTERNATIVE 12B * 0 EVERY SIDEVI" BOLL .WALL _MOUNTING INSTALLdT/ONE SECTIONS 12 * VALID FOR Max. +63.5, =63.5 -psf. SCALE : 114' = I' A.S.D. DESIGN PRESSURE RATING. INSTALLATIONS VALID FOR PANELS n USED. JOINTLY WITH INTERIORLY -REMOVABLE PANELS Cl) INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Veloeily Hurricane Zone) C2017 7ATECa Or- 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP). DRAwN er rr EASTERN METAL SUPPLY, INC D'a26117 42M Wesr ROAoS oRAW :51ING -d ENGINEERING COMPANY — PALM BEACH, FL M407 I7-096 rn 5T. sn sos. K.aaa :k'40ft N vI6A (•�J M7!-r1f0.. /u:(lOIJ�N-IVI PHONE (56049-P.26] FAX. • (56I)841-1716 EB-000G719 _ ORAWM No WALTER A 77LL1T J. P.f. ao o-ow /iyI r n.0R/DA Lie. 44167 SHEET 13 OF II 1/4:0 SS. LAG SCREW ' Ir//I/!//Nyii. A 4' O.G W/1. 1/2• MIN. 1/40 S.S. LAG SCREW _ �( T1 y TRRFAOED PENT DON +ALTERNATIVELY, TRACK® MAY ET ATTACHFd o TNRFaDED a1LNE/-menav ►11r'�rr✓ 4,'r B' (Nln.) D05TING TO HOLLOW CE7UNG-AS PER DETAILS SNOW - r ON ALTERNATIVE 9A, SHEET IJ. 4" x B• QU1nj E10SnI/G W000 BEAN R£QUBED. . \ STRUCTURAL ADEQUACY £0 _. µ'000'BEAM REOUIREO. \ _ OF EXSnNG WOOD STRUCTURAL ADEOIMCY \ 11410 S.S. LAG SCREW BEAN TO BE CERTIDED OF. EXSVAC WOOD O 4- O.C. V/ / T 1 2- MIN, SY REGISTERED ENGINEER 1/4b SS LAC SCREIV BEAM TO BE C£RRRED T-E OR ARCHITECT PRIOR - 0 4. O.C.N/1 1/2' NM. `r BY REGISTERED LNGNEER Eo-� IHRFADfO PENETRATION I TO giUTTFR INSTAUAnON, ('i-) THREADED PENETRARON' IT-` OR ARCRIfECT PRIOR r� \ TO SHURER INSTAUATION. (�") A 1 AiE YT • �. \� 0.25' 0.25' 5=., �j Q;.� �• \\\ I I i I I I SIGN l.00 I ;ym� I Cont. : o i cone o I c- SE FOR SCHEDULE I n Q EXISTING Sfr SCNEOU[£ I I SEE SCHEDULE I p �J 2 CtA55 FOR Mtn. I 1 2 p EX/SBNCi MEMOIXSTINC. SEPARATION SEPARATION pEX01 SEE SCHEDULE I 2 GVLSS FOR N°r• I 1 "' TO GLASS I 'yl` TO GLASS I CLASS G FOR Min. I SEPARATION .�.. SEPARATION I 1 TO CLASS I I i I #TAIL 2� I _ 1 2 J/1 C t I 4 ' 7/6' o r J/32' e I 7/B• 0 r J/32' I I 7/B" 0 r ,i/J2 j 7/B• o x J/Jz'EWYNcRr o �Rr �0 ' Y/B - WING NUT 0 wMG N-✓ToO 12' 0. C. 17 EVERY STUD 1 EVERT STUD0 i2' O. C. 10 I Cart I O 12' O. C. Cont. I 09 12. O. C. Cc 1, 175' I CO3IL1 5 I ( T-LEG LOCAn0 _ 1 ALTER,U44C L - f 1. 125• I .1 -LEG LOCATMJn (l 2-- 0 2', 6, . .. I. .-1t= DECK. �. -AVOD DECK �. 2• x 6• 2" r 6' /•-.i' Rti7IARm �7'-I REWRIM 5 ,� -.HOOD DECK I WOOD DECK REWRED I• REOURED INTERIORLY REMOVABLE PANQ©W/ JNTERMITLY REAKIYABLE PANQ!/(J 1/4'0 LAG SCREWS d" Q.G .1/s,Io LAG SCREWS ®Y' o.C. S'OEWALK SCLTS E£ DETAIL 2) SDEwAU( BOUs FE DETAA. 2) 1/4b LAc scREIYS o 2' O.G W/1 //2' M.'N. 7NRFADCD P£NE'IRITKJN µ/I 1/2' MN, 7HREADEU PENETRATION CONNECTED 10 THRU 5/B'0 f/4.0 LAG SCREWS 0 4" as COl/N 7ED TO THRU 5/B0 iY/i 1/2• NM. TF�EADED PENETRATION HOLES AT f O 6'O.0 E FASTENE7 w/( T/2' hI/N 7HRFJDLO e'£NE7R17X1N HDL£5 Ai 11 9 6' 0.G & FA57FNf1! AT REAR W )/BbrJ/JZ" NTNG Nf? AT RE.W K 7/BbxJ/J2' WWG N. ®. EVERY STDEWALK BOLT. ® EVERY SIDEWALK BOLT. - ALTERNATlV£ :33A ALTERNATIVE IM - ALTERNATIVE 14A - - _ ALTERNATIVE 14B_ CEIMG & FLOOR MOUNTING INSTALLATIONS CEILING & 'FLOOR MOUunur. lusrellerinu5 SECTIONS 13 SECTIONS 1� SrALE i 1/r = 1 SCALE ::/4' - I' • 1/4 -TOrr-SS SIDEWAFX�BOUM W/J/4'Yonro RCAO, FTJ2D �0 16 , w"I' LY RFMOfu&E'aANLLV TNRU IfEY. HIRE W/fp'-70 NUTATACOz O / NOTE FOR COMOINATION OF SECTIONS ! r d/JZ' � I. C �REYOVAB B NUT.` °A"FI - COMBINE IN MOUNTING SFGnoNs r.1,v BE - ANY. INSTALLATION COMBINED IN WAY TO SUIT DETAILS ON EXISTING WOOD BUILDINGS ANY INSTALLATION. ro I FLORIDA -BUILDING CODE (Non High. Velocity Hurricane Zone) NOTES: s201? 7XIECO. INC. 0.050" BERTHA ALUMINUM STORM PANEL r a 1. INSTALLATIONS ARE ONLY VALID FOR A S.D DESIGN PRESSURE RATING (2.25" DEEP) DRAWN L1r. 'UP TO-+65.D,-65.0-P0 AND PANEL'S LENGTHS UP TO 9'-O: _ HN Ey 60 �12 mar o 6' D,a EASTERN METAL SUPPLY, INC 0 QETAIL 2 - 1NSTALLANON OF 1l4iT1+ 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PII4E No. 2, W/ SG£CIFIC DENSITY OF. 0.55 OR-EOUAL. - ' L E C Q 1 N C. 420 WEST MADS DRIVE D m. SIDEWA K BOLTS O R MOVAB E' PANEL - Wtsr PAtM BFAar FL JJ407 RL TCSRNG G ENGINEERING COMPANY va K•. Arn sm Aa, r uavtc R.J.1166 PRONG: (561)209-e26J, FAX. (561)841-1716 T %-O8B SWD I'- 1' - snr.: Ira fi>r-r6w. rr: (mren-fur EB-0006719' rrt ORAW"N No _ - WALTER A. DLLN' A. P.G ofo rS-ow /Ie/I FLOrdDA Ua 1 44167 - marr 14 OF 14