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Identification Schedule. for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 22 Maya Way, Port St.Lucie, FL 34952 Type of Structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer Approval Width Height Width Height Bars Reg. Spacing Reinf.Re 1. Steel Panels All American Shutters&Glass FBC 32 60.5 32 61 N/A 12.5" No 2. _ Steel Panels All American Shutters&Glass FBC 38 60.5 38 _ 61 N/A 12.5"_ No 3. Steel Panels J All American Shutters&Glass FBC 32 60.25 32 61 N/A 12.5" No 4. Steel Panels I All American Shutters&Glass FBC 32 60 32 60.5 N/A 12.5" No 5. Steel Panels All American Shutters&Glass FBC 32 1 60.25 32 60.75 N/A 12.5" No 6. Steel Panels All American Shutters&Glass FBC 32 60.5 32 61 N/A 12.5" No 7. Steel Panels All American Shutters&Glass FBC 14 36 15 36.5 N/A 12.5" No 8. Steel Panels All American Shutters&Glass FBC 74 82.5 78 39 N/A 12.5" No 9. Steel Panels All American Shutters&Glass FBC 31.5 60 31.5 60.5 N/A 12.5" No 10. Steel Panels All American Shutters&Glass FBC 31 36 31.5 36.5 N/A 12.5" No 11. Steel Panels All American Shutters&Glass FBC 31.5 60.5. 31.5 61 N/A 12.5" No 12. NOT COVERED NOT COVERED 0 0 0 0 0 . No All American Shutters and Glass, Inc. 1638 Donna Rd West Palm Beach,FL 33409 Ph,(561)712-9882 Fax.(561)478-0222 Property Information Building Information Owner: Mclaughlin,Karen Wind Zone: 170 MPH. Address: 22 Maya Way Exposure Category: B Port St.Lucie,FL 34952 Minimum Building Dimension: 25 ft. Mean Roof Height: 10 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device IF Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psfJ Pressure(psf) 1 Int 32 61 7 28.0 -30.3 --.... --......---.--........- ._... .......... -- --- ------.._...._...-------------.._.....---..---------.....--_.............................__........--__.... -- ---.____..._._...._.....__.._._..--........................................._.........-- -_..._......................---......._...... 2 Int 38 61 7 27.7 -30.0 ------......._.............-_......._.._---....---....__.................- -- ..._..-.._....._........_..................----....._.._..--------.._......................................................__......_....-----..._..._........_...-..-------- ............_......_.._._....-- 3 Int 32 61 7 28.0 -30.3 ._......................................__......---- --.._.._ _.....__............................_.................._............................._....- -- -...-...................._..........---...............................---------......._......_.........._........._..._.._._..--- ----.... - --..........................-....._._... 4 Int 32 60.5 7. 28.0 -30.4 _....__._5........._--- t--...-- --....................3..----........._.........................................-60.75..................._..._......__..._....__...................7_............................_.......................................... 28.0..... -----------... -30.4......................... .... _... _ _.._..._............._.._.. -----..__.............-----.-._........................_......--...-...--._.._............I--.................................................................................._....._._.._....................................................................................................................................._...................-.._.—_._...._.........._....................._....._.. 6 Int 32 61 7 28.0 -30.3 - ....._................_.............._...-- -......._..._..........................................._._..........................-............__..__._.........._......._.....----..___....._.....................................................--..........................__...---- -.._.._._.............._._........_._..._---.........._ _.....................................__............ 7 Int 15 36.5 7 28.5 -30.9 ................. .................---- Int .....................................................78...._....._...._._......_......---....._.------—_39..........................................................................7_......-------.._................_....27.2--.....__..._ ._29................................_......_ -._._...- ...._... - --.._ _.............................-----............._.._......................._.... -- --.................__...------....._.......................... ...._..- --- 9 Int 31.5 60.5 7 28.0 -30.4 -----.................._.......-----—-- -- - ......_.............._..__.._......---..........._.................._..- --—._........ -.._.... -- ..__.._............__...---..._......._.._..............--..------ -- - ----- -— 10 Int 31.5 36.5 7 28.5 11 Int 31.5 61 7 28.0 -30.4 12 Int --_- 0 ---- --_0 —___-- ---7 ----28.0 -30.4 -- Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of I Florida Building Code Online Page 1 of 2 BCIS Home Log In t User Registration Hot Topic Submit Surcharge j Stats&Facts Publications ( FBC Staff( BCIS Site Map Links Search �4ftld Product Approval r USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17869 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer All American Shutters and Glass Address/Phone/Email 1638 Donna Road West Palm Beach,FL 33409 (561)712-9882 mikeb@allamericanshutters.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfessionaLEngineer Chi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jorge A.Pomerantz,P.E. iii Validation Checklist-Hardcopy Received Certificate of Independence FL17869 RO COI Indep.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E330 1990 SBCCI SSTD 12 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17869 RO Eauiv Eouiv.odf Sections from the Code http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y 1 UkhV... 1/13/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/10/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 17869.1 22ga,24ga Steel Panels 22ga,24ga Steel Storm Panels Limits of Use InstallationInstructions Approved for use in HVHZ:No FL17869 RO II Dwp 2.pdf Approved for use outside H`:HZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes 'Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable pressures& FL17869 RO AE Eval 2.Ddf spans Created by Independent Third Party:Yes Back Next Contact Us;:2601 Blair Stone Road.Tallahassee FL 2233 9 Phone:850.487-1824 The State of Florida Is an AA/EEO employer,Coovrirlht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records,if you do not want your a-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ,aVtrsk l' Credit Carry http://floridabuilding.org/pr/pr_app_dtl.aspx?param=v",GEVXQwtDgt2ZOX6B2YlUkhV... 1/13/2017 Srilp p ENGINEERING ` ' 2► A FRANK.C. BENNARDO, R:E.:, INC. INNOVATION i • 1 i 4/6/2015 ,Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee,FL 32399 Regarding: All American Shutters and Glass 22ga&24ga.8torm.Panels Project#15-2394 To Whom It May Concern- Please be advised that the ,below-signed engineer does not .have norwill acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluationreport or validation certification has been .prepared, as referenced-above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted. above and does not.have any financial interest in any 'other entity involved hi the approval process of the above-rioted product(s) Respectfully, ��<`�� �,,6ENJy,� °deA41 �. '����•�GENS 11� drw .,, No-.4654 Frank L. Be Frank P:F i STATE Of •Frank L.Bennardo,P.E.,Inc �� r'LORk0'--*\ w�4 FL PE 0046549 .,'rtes •• � m Cert of Auth#9985 �t a�s��S IONAL 1 1 i i 1,60 SVI/ 12r" AVENUE 41.06 IJEERFIELD BE'A:CH., .FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW..ENGEXP.COM ING ��'gP� 6Q X A FRANK L. IiENPJARDO P.E. INC. INNOVATION sY 4/672015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee Fl,3239.9 Regarding: All American Shutters.and.Glass 22ga,24ga Steel Panels FLS#15-2394 To Whom It May Concern:- This oncern:This office has reviewed test reports showing structural performance of the above-noted product. These test reports pertain to testing performed in accordance with ASTM E330-90 Standard Test Method for. Structural Performance of Exterior Windows, Doors, Skylights and Curtain-Walls:by Uniform Static Air Pressure, Difference. This standard is equivalent to ASTM { E330-02 which has been adopted in the Florida Building Code Fiftli Edition (2014), for the: purpose of determining structural performance of this product. Respectfully, +iyyl/vr+rrrrYf {y{ .�Bf:N J4• yea VVV/c� P 27 201 •� ``�-= No. 46549 Frank L.Bennardo, Engineering Express,Ing° -q°• STATE OF FL PE 0046549 •° 0 R 0 - Cert of Auth#9885 ®,� `aa ��yyg"� ���'O�B����V �11 1ol@9db@i901 I I 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 9.54-354-0443 WWW.ENGE-XP.COM . W05-ok-t) E'Nt3ttitEE'RaNC EXPRESS P . ". F KoDuti EVALIJ QTION RE-PbtaT Product 'Evaluation Report- . 40205 eport' 4/6/20;15 Applicaton;Number; FL17869.1-R0 . FSC;Project Number:: 152394 Producf..Manufacturer: All American Shutters and Glass. iVlanufacfurer Address: 1540 Donna Road UVest Palm-,.Be li,fL33409 product Name&:0escrip#ion: 22ga&24ga,Galvang64.Steel Storm Panels Large`Missile Impact°Re§istant S-Pope ofEvaluatro"" This'Product Evaluation Report is being issued'in accordance wit.h,the.r4quiremerits-of the Florida N.Trtment of B isinessond Professional Regulation(Florida'Building Commis'§ion)-Rule Chapter 61G20- 3:005, F A.0,forstatewide acceptance;per Method 1 td) The product,rioted'above has been tested and/or evaivate&,as summarized herein to Show wimp{i Ince with:the FloridaBuilding Code;:Fifth:Edit on (2014)anti is,"'for the purposeintended;:at least equivalent:to:that required by the Code: Re=evaluation of this product shall be required following pertinentFlorida Building Code.mmdifications or revisions. } 'Substanil g0jgl Date;. •" PRt DUCT EVALUATION DOCUMENTS EX;drawing#i5=2394;titled"22ga&2dga Gavanized Steel.Storm F?anelsn;sheets 1-9, prepared by Engineering Express;signed&sealed by Frank L, Bennardo, P E 'is an integral part of Wi Evaluation Report: • TEST:REPORTS Uniform stStic striictura(performance`has been:tested in•accordance with AS W-E330-90 teststandards per testreport(s}.402-001i#02-002..,.&,#03>001 by Construction Testing Corporation(CTC). s Large missileimpact resistance and cyclic loading pertormanee have been.tested in accordance"with SST012-99 test standards per fest•reports)#02 DO.#02=002, &#C&MI by"Construction Testing Corporation Metal tensile capac'i y.has been deteirmined ifi accordance with ASTM E6,teststandatd pertest report #0127H,#0198H &-#0053J by Certified Testing.Labotatories(CTL):: • S7RUCTURAL.ENGINEERiNG IGALCULA7'IQNS Original Engine Pages m� III, s. Structpml,engineering calculations;have been;prepared which -� .•��. sr 'evaluate:the product Based_on comparative and/or rational tt� analysis.foqualify the:following design criteria: I': Maicimum AlioWable Spans: Frank L Beni**, f w PE0046*Mo,.� C:A F .M. UN IO SW �:*ZTH AV.EN UE •#�,OEs :D.i;ERFtELD BEAWr:F L 334. TEM. 95.4't3.54,=0..66Q' FAX. 954-3.54 0443 ''' +!►�fttttt����t WWW.ENGE:XP.;coni NOW-, ENGINEERING EXPRESS"' 4/6/2015 All American Shutters and Glass—22ga&24ga Galvanized Steel Storm Panels Page 2 of 2 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document(i.e. engineering drawing). Installation This product shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document(i.e. { engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has NOT been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM . .. ... �.. .. ., /0 : N► ANI/!!!/0 ALL AMERICAN SHUTTERS AND GLASS .:MAXIMUM ALLOWABLE DESIGN PRESSURES: $L 22gd 24ga GALVANIZED PANELS(NON-HVHZ) ; a _ RS:NOTED:IN.DESIGN #, SCHEDULES S: ZTEV,u. n WIDTH UNLIMITED. W (PERP.TO PANEL DESIGN NOTES: !iI�FS' . K POSITIVE AND NEGATIVEOESIGN PRESSURES CALCULATED /!/ 1 , TOP MOUNT(COI N. Nps 71 W SECTIONS FOR USE WITH.TNIS SYSTEM SHALL BE DETERMINED PER• .TYP.EAS:REQ'D) `i �p 6`"' °t SEPARATE ENGINEERING IN ACCORDANCE WITH THE '17a Q 17 OPTIONAL)'c"-20 SRTCH GOVERNING:CODE.'PRESSURE REQUIREMENTS AS. t m,s-i BOLTS WITH WASHERED. DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND I WINGNUTS FASTENED.@; CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH-. 'W MIDSDAN.(USE EDITION(2014 SHALL BE LESS THAN OR EQUAL,TO THE OVERLAPS m: m :� j APPROPRTA�TE'PPAN SPAN TABLE). POSITIVE OR NIGATIVE'DESIGN PRESSURE CAPACITY N rL :� II VALUES.LISTED,HEREIN FOR ANY ASSEMBLY AS SHOWN. o yj a 6. ,zl6 + PLAN VIEW GENERAL NOTES: 1.. THIS SPECIFICATION HASBEEN DESIGNED AND SHALL BE FABRICATED IN ' ACCORDAtdCE W17H THE REQUTREMENI'50F THE FLORIDA'SUILDING CODE 'N R0:156` FIFTH EDITION!(2b14)FOR USE OUTSIOE.OFTNE HVNZ,PER ASTM,F330&. V) W K.a� _i ( SSIOI2-99.TESF•PR TOCOLS.COP7TRACTOR SHALL INVESTIGATEAND .CC CO TOALL LOCAL BUllD[NGC.00EAMENDMMAYENTS WHICH MAY APPLY �I DITESPECIFICRSEALEO ENCIEERING�.yE Q y. N033 1/345 INCRFASETN ALLOWABLE NSTT035 HA51RE ADDITIONAL 6EEiv.l1S®I Ti1E m R( ( DESIGN OF THIS SYSTIIM :Z n t I! �I.N THEARCHITEOT/ENGINEER OF RECORD FOR THE PROJECT m .BOTTOM MOUCST 1 SUPERSTRUCTURE WITH WHICH THIS DESIGN i5 USEDSHA[L BE RESPONSIBLE a ...iii FOR THEINTEGRITY OF ALL SUPPORTING SURFACES TO THIS-DESIGN WHICH .(CONN TYPE AS ( rL-1 SMALL BECOORDINAIEDBY THE PERCIITT(NG CONTRACTOR. 9 N REQ'D) 4. SEPARATE'SITE-SPECIFIC SEALED ENGINEERING SHALL BE REQUIRED IN p 0`391° .� ORDER TO DEVIATE FROM LOADS DEFLECTIONS,OR SPAN5CONTAINEO K m 22 p h7AY BE AT TO - ,�_ �,! 0.375 HEREIN CONTACT THIS ENGINEE�i FOR ALTERNATE SPAN CALCULATIONS A5 QQ�eQH 7 a a _ MAY BE REQUIRED.. Z &BOTTOM S. THE SYSTEM DETAILED'HEREIN IS GENERIC AND DOES NOT PROVIDE O m^. 1 TYPICAL VERTICAL MOUNT ELEVATION `T"Hfe°c�OMi+DITIONS n"ETAILE`DD HEREIN FOR u�SEDD ENGINEER OR REGISTEREDFERENT oFj 91 `0 ARCHITECT SHALL PREPARE SITE SPECIFIGDOCUMENTS FOR USE-IN N N.T.S. .ELEVATION COWUNCTION WITH THIS:DOCUMENL -.,.�6. DESIGN•PRESSURES NOTED:HEREIN ARE BASED ON MAXIMUM TESTED ¢ 08 . PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR 1. ALL FASTENERS TO BE Va P OR GREATER SAE GRADE 5 UNLESS NOTED 70P MOUNT OTHERWISE.FASTENERS SHALL BE CADMIUM PLATED OR OTHERWISE N p g (CONPi:'Tl'PE - Lmax CORROSION-RESISTANT MATERIAL ANO SMALL COMPLY WITH SPECIFICATIONS LU .� .AS REQ'O)' \ (SPAN ABOVE FOR ALUMINUM STRUCTURES SECTION 3.3.1 BYTHE ALUMINUM ASSOCIATION, _ - -OBSTRUCTION) INC:,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. •sem-= ' u. .8. ALL STORM PANELS.SHALL BE 22GA OR-24GA:STEEL,t=0.0283"OR 1 CaC[ , o 0244,RESPEC IVELY STORM PANELS SHALL CONFORM TO ASTM A653' gOTIOtM. STRUCTURAL QUALITY STEEL G60 GALVANIZED COATING WITH A MINIMUM � 1 FY=96 KSS.: ` J. r. 40UNT 9. ALL ALUMINUM EXTRUSIONS SHALL BE 6061-T6 ALUMINUM ALLOY (COMM TYPE UNLESS NOTED OTHERWISE. ' AS REQ'D}. 10, TOP.&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD 4+ O CONDITIONS DICTATE,,PANELS 14AY BE MOUNTED VERTICALLY.OR HORi20NTA1LY AS APPLICABLE. _ eb a a; OBSTRUCTION it CONCRETEAHCHORS`.NOTED HEREIN SHALL BE EMBEDDED TO ty$ Z O I -- (LOCATION MAY VARY) UN CRACKED CONCRETE OClLY ItdSTALLALL CONCRETE ANCHORS'PER a w FM"j,(ACCORE( MANUFACTURER 5 RECOMT1ENDA710NS -t.-- J' 12. 7HE CONTRACTOR ISRESPONSIBLC 70 fNSULATE.OR PROTECT ALL 70PMOUNT M[:MBEAS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.. .` g. ( 13: ENOICIEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS - Ka d B t NN TYPE SHOWNONLY,USE OF THIS SPECIFICATION BYLONTRACIYJR,et.aC ? A y N `O) INDEMNIFIES&SAVES HARMLESS THESEN.GWEER FOR ALL COST DAMAGESINC ' S ESI , FABRICAT[ON�SYSTEM ERECT ON&CONSTRUCf10N PRACRCESBMATERIAL NO THATtE —... WHICH I5 CALLED FORBY LOCAL,.STATE,®FEDERAL CODES®.FROM BOTTOM MOUNT,(CONN _ Imax DEVIATIONS OF THIS PLAN. 'E TYPE AS-REQ'D) (SPAN BE-LOP/ LERTIFICATlOf S ORAFFIRLMATIONS ARE MEN6ED A�DITIOCIAL OBSTRUCTION) 15. ALTERATIONS ADDITIONS`HIGHLIGHTING,OR OTHER MARKINGS TO PANELS MAY BE NOTCHED AS REQUIRE_.D,� .OPTIONAL.-Y. 20 STITCH THIS DOCUMENT ARE NOT PERMITTED:AND 2NVALIDATE THIS CERTIFICATION. tapvfwF wKL80:riMWP.E BOLTS WITH WASHERED 16 PANELS,SHALL BE PERMANENTLY LABELED WITH'A MINIMUM OF(1):LABEL. 15-2394 PROVIDED THAT CONNECTIONS AND WINGNUTS FASTENED-@ PER EVERY 3.0 FEET CONTAINING THE FOLLOWING INFORMATION:' ANCHORS:ARE USED WHICH SATISFY ALL AMERICAN SHUTTERS ANDGLASS ;R SPANSABOVE ABRO(N 08STR(1CT( DVERPSfMSpAN(LSE EACH FLscAte ONC _ ` APPROPRIATE SPAN TABLE). ASTME330 SSTDIZ-99 PAGH DescRlaT;ON FLORIDA PRODUCT APPROVAL NUMBER VERTICAL MOUNT ELEVATION a� 2 NOTCHED PANELS L :N.T,5: ELEVATION 3 101 PE r 2,99D-'-2.250" i� f-2:250" 0:094 DO60 T/A•20 Br O.r_ ` jj''''�� 2 250° :750 i. z.< f'®:a o.c-\ T .�� �:. -0094"1 -0.1 gE 0.094" Q4152 J. -' i '.0.094" g Otis- Or °��' ' A00.094° � . TYR � "+Ln TYPc .120"• .094° '�l_-i..0.062 '__ U 6 ;j_ q _5 ,_.___ .. 0 75"- ''j�1.062 --`' l4 0.125 2001.930" 1:930° -- 0-062 250"� --x.2.000"G-- ---�2.000- 1;930' TY y U'd w n --yy -� --7 o w -�2.020 E�'' " .{_ ._..::.-._._._.-..I: !E .1.180" 2•-H--NEADK?� r1 J IiEA�Et' .':�UILD-0111 11'HEADER' J�.Ar1ClE F J �..ct: P :sr.� Z/1 L;m W o0 [ �•:, (!5-111,1,11-011111' 7 V E nwP.E.. D ANGLE 3 380"MAX 0,313' m i - !' 31 0.376" 0 1 _ r,� 5z 3 5� W W `f"_ .. I 0 36Y-j b55" 004655". 0.376 j 0 Q`.655° 350"-1•.. �.-1 00 rh ) U�1 P Si510*11.560"� 1 510° 0 179°-I� 0.19 !�-- 0.190"r li ---4.0:886"� ( - G )� 1- aa <. � ( J C.0 _ ;0.524" U o.2so �o,aso o 1 t o g -12 500°'.PANEL,COVERAGE �-"'I-+'" - n �'-"ice-, n �- LEG _ sas'I I; �- •15a" 1 1 I y __�_ " Q -----14.875"PANEL LENGTH - ,° �j } 1O.y 'I' j D[RECTTOr( _. .1-}1 t4-•0:250" T` .fJFV BE }- 9.085" . 1-0.710" '✓ 0.305"�' I(`0.090 2 00Q:J!--_0 0 0.,,_REVERSED -0 215 dv215'- RU 135" ( (n L:. T"?.• - Tr. .a+-.7YP. 0',090. :0 700" msHERE6;n*IGnLT 0957 ` . OU;LB-OU7 f'S'2RGc F' . F°P.NGLE-TRrt�C g RFS!c •-?J V B _ 7 (g'� � fvAC�S pLLOr� 1 kEYhCIF wAS.EQ,_,_ 11.376"-( OK SLINVOL, L •O:i90�--9t� �' 5 d ; g MACNIKE OLT fi, 5fE .WASH_R.OW(NGtM� Y/VIDf1Yf �• h 1<'.O.G WP. .T t-�J � OIREi'ffON .. LL �! i-3.000 i 0 125 ___PAY BE � .r� 18 GA,GALV STUL SERS i REVERSED' . .etATEORz,r+x::zs. `• - '.iTYP .. z so;a -nALLM.At F. :.. F"A4,LE TRACR tEX1EMDE01, ` ., - 2, :n yg _�.�•-- OVERLAP WALL BE/ONO -'1s511� yt.. TH4H OR E An 6- F OVERLAP m .4"MAX.-- F bOANEFCCLOSUR&DETAIU _ �� - 25 i• BUtL4�J BN i. MAX- � �\ `EwAITo ' �t - 0.188"T'- 7"...- xrs��nG cbtieRe.e \_. � , . .I C - .FI NOLLb'W HSOCk OR ri WP6P YPAMING_ 1 F.ifiSLD000:Cl Vustm COHCREIE HCU.OL'am ` NOLWLY 9LOCk OR \ BUILD,OUT OVA1tWDfPAMittG.EE ANC YvR, WOOD FRAMING DISTANCE "�nE0ULE BASED ON TYPE OP S WAILMOUMT CLOSURE DETAIL �✓'N.T:S. :�y�//,y�}[ � AttN IS ANGLE.Okr /fit • .� -�" ��C`�tF<�I as�Rc P:FcE . ... .. DEraesa einAiwYE} - EYJSTRIGPAYWINOOtY M31M.ANfi1E'DA FASTESIC9'OTSnO'O.PG�FOBR OPS:f.iDAOS II �IMAN C0.DEM EMBED Ik i '.`-' FJUST'HG COnCR1;TE PICL ITA A GREATER L TO'150 PSt(S E AHCNOR St0'HEM; FORANY a! ! 7n �$I _ 1.000" NOLLOV/3LOC1t00. S<A At'OVESACCEPTABLE AM NOW I SI I 'M ' •'`.� OVERLAP - wooDPteFtttNG _ R m _ eUitn•pur.mourn CLosuNe mE iL Fn "MACNIM1Ell ICOLTO ,.a-� - "'•.. - '.oi VJASNER''OYliHGHUrp 24' OTYP.- -_FASTENE - 25MAX• '� � 1.500 _• '��� g. .0 ' :: R.® FORM= E I 1500° LoAO'L""MAHoRE uTO Tz' f41N o le G.W J.STElL - '. I PSF&6'12 O.C. C ro OLHe.T1 BL1o`PIATE Ore r'z'z'R'- (UC.. - ,. :A7�N; ,� LOAb;G1aAYERUPTOaMPsr .125'60E3-T6AWM.. (SEE ANCHOR SCNECJLE FOR AMYEX{STHO CORCRETE 15ttOLE, .B.eoan[Rc[osuRE_DETAIt. - I-EMBED PxeEosFeLEANLT+nn1, .xOLLO -- tr OLaK'eR wobo 8 5CN[OUCE fi65ED Oti.Type D TRAPNOUTTr'CLOSURC DETAIL_ Or StRUC,TLIRe. P�i�SQ t$�q a .. MT.S.; COPtWdil'fW12tLBE'CLU✓DOP.E. '. 15-2394 PRO6.OESG-tuPTf(Lf�! - . ._ ... ..._ _.. ... -::., .- .. NNARDG, 'PENQTRAT[ON I. EXISTING CO TE."NDLLOW- Atap+00.5CroHEp,BASSO OOiRgF SO(W[tURCPRAl:tNG:$EI! OREN.BFD ,i�HDLG3£9NkTYPR- BIGC0A.S ODO'FNAMING.SEE: �1E{ 7mm'92 CON"TYPE iAMi 'AttLNOA S.NED:BASSO 04TYG2 � 'SCHEDlfE f00.MAX. _ .. OR ENDED OFSTRUCTURE, STRU .�ayA ,l•COnN TYPE' w' min SPACING �. 32&m,' ]W W1 TTYP! REFfP�Et'NCFANC°N"a RAN "J. SnORLE6 MAY. R�FERENCE ANCHOR SCNEDULEFORMAIG SCNR MNL i014ARDS CJSPACING._...x .. : may. ,gyp..,m. -O.7Y D.a00'. O U�99 .^ - fGV C fC ti'M,jr. E !? ,. '. "� ( TYV HYAOEP,CNLY�. � G _� •' �`'Y D . , 1_ ., .i �� .. - ;.� .:: sPAcw _may'//S+s•. pD- Ig` PIA'TEK.$CPAW O:A00' MACHINE SCRETp4 1YD :OPF9:Tc FPAFf OTJtFR:- 1 CJS 1b.LJ�K W 'Q' f QQ l7 .� 1: '' GTUO.AHG'E DETANS.ON' W• W ,Rt:UT(p 39.Ow : �e LTYPALL$UCNS n � TTUSSKWAPpLT- &S.STUD yy GLASS CR DOOR 'PANEL. N w ,3" GLASS � n NYNM aVi10lUL. � IF DOO •- -• ERENLC ANCHOR vmt_ N ,i.-.- 'taAY De➢evFRRU. ! C)w•^ F r SCHEDULE FOR PSR% ! DiRG'TIW+ I G+W !D MEN:GI+LSS E=710tI' p .. " ... 3K e•!:0. . PFRSCNEDUIE S'=Y. 'SPACING ' Him 1" - �+ ( .¢ [H HFApER 'PEA SCHEDULE ch Ix ��"-er—++ rTT.400"'_ p I c.a40• `.0' .....I�. 1.000'.. .n �RAZ UNSTYD.. LESSTUD, 77 1X0 In •1'. ANG- USED . p. C.114,OR EMBED. + . V •� Ew TE'F7UX.DQUT (P -(MCLL.BUIILSWUT clots pCK Oa EQ-7 EQ. LL ,UNRNG E'XTRUStbNS Wp CONDITIONS)', WOGD iMMIttG.SEE. .7a._fA_.Cp_!F!3TCF_ ¢ G! S mSTW ANCMOR SCWieV.DASEO TYPE 4'! Ej o 3?93L 4�-_.N_TYPS f�__.__.--. WHERE i.DO'.MAK 23RP S9 F4N-H_ E%ISTItA x19R:SR..S_A.IfNTYDI. f•PAREI. SHALL APPLY.. ON-YPE OF STRUCTURE REFERENCE AACIM CdNCRETE.NOUOW NEfERENGE AN[k0R FASiENER`J /ZCEJLWCRi FLOOA 14OU^ NT-,___SECT[ON SCHEDULE FOR WW DLO 01 ORVIgOp Ll SCHEDULE iDAt+N+- m L.IJ-- SPACING - ttthhh �j a. I' tu PNAtrt[NG(5' SCALING EMBED: .. _ T�Z o: , ANCHORS^N OU1F EX:SnNGCD4CRETE.: \V 70x3+'SSe Gn10 U V •.�",Q p. . BASED OR TYCEOF F OIIT't•SOL'NT SECTION wp00'FRu4H CKOR I.PANEi:iISTENFA')'. z m n .J ON .: B STRUQUR) AhY]tOasCN.D BASED: 249.C2 CONN_JY =:8r M V4' UJ .� EXISTING CONCRETE.IMALOW ON TYROP STR,UCTUNE 2;g.;m CONN TYPE" 2YC2`.(MJNj=Fr aUS 1606 VI C,.7.D [rn0 01�.:0. tk.00KOR W000 FRMSRYi SEE WALLF;OtBR 5ECf/0N RuswlNCEAA N. MOUNTING EXTRUSIONMAY VA.M CLOS6W DAN,FASTENED WITH p G N 7 N W At ICHOR SC:D:ASED ON TYPE SCMIR.BE fORMAK. F �AR��CT,-CON PE OF'STNUCTURE. .- SPACING ilt3GWUUNG DIRECT P1CLBi1). NOTE BEWVOEA AS PANEL(SEE �•�6`'^ ry .i:Tv. 5P3ftl LTB.€, n 0. y.Sa, a A cpxr e m NETEPENCC Al CId-1. VO(PANEL ' E%1 TRIG F mat �+' "• M FASTENER 5 CONCRL!f. �. SCMED,RE fOA MA% L SCNC�Utf 1'OR FW f. NOLIAW OLOC%OR CpNNEGT[ON �(qj(�"t $. :N O SCALING Y.. SPACING' -Si=70X3:'S.s,57UD W.ppp PNAM[NG.'SEE 4N EMB ('PANEL FASTENEW) - TYM MAY VARY ANCNORSCHSO.EASED W i dvcD' - - Qx1YPEorsTweeTURE. - r-- - EXISTING 41t+CRETE.' 0 Y TENER S'S'IRC MOUNT HOLLOW OLDCK ORYp700 FASTFI4ER')QRWAECf MOUNT Q t .x SCWGULE BASED OY TTM;. W Ttl ATTACH fH,NFIAND - AE pAN TO.EXTWi3fO,N QA NAI N IN6 FKfPUSIO DIST. [S R OF SittJCT4'REJ:' SUBST(iATE ^4• ^� ' .Q. �3�A.Sp4D_N_L#.IYP.P.. -f uw.+( +.rry SSaaal QRp REFERENCE Sl-EE S+CE ANCHOR. pC,�d yy n SPACINRE FOR PEA SPACING - PU/ (,i� �Q • �AFi ,L ,' Gy � ....=�•."_- -A 0.25'( GUt2 nsn y33 :. -; t pg� EMITNG� .. Qu' � T-. MIN.GvssbEPADATiOt gg GLAZING gy�0. 'M PEAGCHEOUtE I� IZ @@ w-2..0'A `SS:STUD 0 NIN.GIASS SEDARATION $ c DIRECT MOUTNTA146 a, PERSCHEDULE ` mN EXISTING m 'CLOSURE \rJ VIA Z NO p6 : CL03URE PANTO I.I MAN.GlASSSFDARATION \ [%TRUSION O0.' PER SCHEDULE 2 `^— bUBYTRAIE 0.25'MA%'TYPICAL. j r y�-7O x;'•5.5. �,Q 0:1Y iC�H�H� STUD(PANELE.=" I w 15 USNCISOt1 MAK t FAy'TFNER` b `n', WttH N OR U•HEADERS I{ p. EXLSYtAG CONCRETE. pOPY0.T7RFFNIXLEQiLWWP.E: 'r CONDtTtONS)WMEFE NOUDW ULOCK oatV000 / , � .0' ASNAAMY. FRAJ, 6 - p URE A CNEOUBASEDO DE 1 STRUMAE) ,MAY VARY TYRE $ 2394 - i SCAEEI S!9S EscREarEox [JfiSnNG OPfiONAL TOPIB.OTTOMCLOSUREAkTAU- CONCAEiC�NOLLOW n x DQ AO 7!74iCA CONN TYDG, —• ci BLOCK ORWOOD FMBEO ` 5g zZyTfgBN(lE1YTYYPp f1J 27R lC0 CY)M+TTP[ _�. ' T C1RRlST6 EF FP-EY S,00.E.75' FAAWNG.SEE = p,C..(REfEAENCE'PI4CMO0.5CNEOUIC REFERENCE Aq(MAR A.NCNOR SCNED• TOR t4A%.SDACItiG).;USE NEMmwit ... SCHEDULE f00.NAX. ._ BASED ON TYRE OF ANCHORS ONUf'. (`l YE3Cl_NG DLOOR MOUNTSEcno". SPACING STRL'CTUNE R_M1CTC/btRECT MOtiN1':SECTION L.J � ---� 11 h P) RDO,P.G. - No.46 GLASS SEPARATION GLASS SEPARATION s 0F 4 ALLOWABLE PANEL ALLOWABLE PANEL ° �< qu SPAN SCHEDULE; SPAN SCHEDULE: SCHEDULE: SCHEDULE: s ' �M.up7 24 GAUGE PANELS 22 GAUGE PANELS 24 GAUGE,PANELS 22 GAUGE'RANELS ANELS - firy(JfJJ a o. ( PANEL PANEL. EL. PANELMINIMUM STORM PANSEPARATION.FROM GLASS r :MINIMUM STORM PANEL:SEPARATION FROM.GLASS Uta Q�" FASTENERS@ FASTENEHS�Q FAI STENERS.@ PANE 12/'S TO ERS C91 .(WIND ZONE 48 ESSENTIAL FACILMES) - (WIND ZONE &ESSENTIAL.FACILITIES) Gx Nm g',WB I 6.25"0.0. 12.6"0.0, ! -6.25,O;G wW N� MAXIMUM. I 3 _ _. .. ---------_.__ .:POSITIVE 1 POSITIVE - ' ?i DESIGN I ALLOWABLE ALLOWABLE MAXIMUM :ALLOWABLE ALLOWABLE -ALLOWABLE 'DES3GN MAXIMUM INSTALLATIONS INSTALLATIONS DESIGN MAXIMUM IN5TALLATIOIVS IN5TALLATIOtJS: I - I SPAN,NO SPA.N,WITH; PANEL LESS THAN 30' GREATER THAI)30' PANEL LESS THAN 30'. GREATER THAN 30' o w PRESSURE SPAN(I-inax) SPAN(Lmax) DESIGN SPAN,NO. I PR S) SPAN ABOVE GRADE ABOVE GRADE _PRESSURE SPAN A80VE GP.ADE I ABOVE GRADE. p�' (PSF) PRESSURE' STITCH.BOI.TS STITCH STITCH (PSF.) .. BOLTS BOLTS I '' ! 6 +1-30 12 ''9 10'-,2' ( (PSS' (�'a%) c-ax)' (Lmax) '-_' - - I s -41-33 11-:6" 9 8 _ I 6-0" I�7`8S" Y.17" 6 0" 5.85 1.13' +/-30 12'8" 12. 8° 12 6 8 6' 7.85" 1:67" '8.6" 5.85 144' 41-35 tt=2' 9 5 .._.:.. -.. ,. +30' ' x_._._ ` +30 i +1x:40 ':10'-5`. B 10 ! -.412-8". , 17 6Y 12 8' I.. - YO D" i 7_BS" 2:29^ - I 100" 5.85 184 _• � i a .� +/_T57- 8� •Y2'-2" 12,:: $ 12 0."�(r 7.85"T 3:68" I I 12,_8„ Y :5:85:. t 3'18 10, :y --i +/-4O 'd 2 B. 11 4 12 2' 6 0° T85" 1.22'_ 6.Q" 5.35 _ f 17' : _ - -- t/-41 }32 8. it a.'. t7` 1 +40. 8 6 7 85" 1.90' B 6' '5.85 1.59 _ _. ._ - L _ +40 - -2.12 - -5" +-45 12 8 30 9 Il'-s. { 10.5'-Lf 7,85" ___ A3" -_ --i077-, 5.8 - Z t2 F�- ?1-50 9�5 --T 2 '-� 8. 12-M1" 30-h 13.-2". r- 6;0`. '7.85"_ X1.28'_ 12!.8" 5.85 I 3.90". _� ¢ tri 55 ,, �- w-50 12'_3" 10 2° 10'-Ii" 1 +50 E'-6" f 7 85". _�__ 2.12" 61-9; 1,5.8 1 2�" :2 o Q -+ S +---- - .t/<52 .11 10" 10'-0" 10'-a 9-4 7.8S" 2.63" 8`6" 5.8511' 1 74." LL C:` � '7 > - +/-55 -11 T 9.-8" 10'.S. I � ,7:85" I� 1.33" 30_=0" 5.85 - 2.40': +60 E a N 7 - +/-60 11-i" 9'-3" 9.=11, 8 6 ( 7.85 I' 2.35" 12.1" 5:85 99! _ - +/-65 101-71. 8 Y1 9'-7"' fi 4 7 8 "• .. 1.39 6 Q" 5:85 _ '_1.26" a u T` 4 0."' I _____--. +70. � i _.._..-._.... __-,._ +/-70 .10'-3"' 6' 7", 9'.-0 7 10' 785' - 213 :8-6" $.85 184 �N ci, --- +/7S 9+--11" 8-0"' W-4 -- '6 0.. '.. 7 as., 00 YO'-0" 5.85 2 6B g +1 90 6 i i" 4 0" - - -'- {{ +80' sf „ ...- +/-80 9`-7" 7.1.-6" T--10' I. .7,�„ t -7:85', 1.99 ...- 11..Y„. _ 5.85" 354 +1-100 A 8'-7"0 -31 _ 3-7" +%'90 9-.0": 6-8" 7' 0" 6'-D" 7:85" -1.50" 6'-G" 5.85"; 1.31 3' 1: _ '31 T" ' +/-100 8'-7" 6'-0" 6'-'3" I E'-1Y" 7.85" '� 1.89" +70 B=6'` S:BS". 2 03 'OC g +1-120 6'-'6 3- 0' - �. �,- +6110 .8 2� 5..-5" 5-:8" .6`0' 7.85" - i�'1.56_' _ A 10'-3" 5.05' 317" 6 2 9•_ +140 10" � 5-Tl.' 5. 3" 6' . I 7:85" __ L 35 m 6. 4'-7"- 4-YO' - +80' 81-0 :5.851, 218I SPAN. SCHEDULE NOTES.-` +i lao'-,7 3' 4-3° --47-6--1 v.r. 5'. 289 . TB 1. ENTERSPAN SCHEDULES WITH NEGATIVE. .+/-150 .:.. '7 0.''... 4 W., 4'-'3 � 6 Oy. 'S;$}! 13S..... 6C ` $ DESIGN LO.Ab B PANEL FASTENER SPACING TO +/-160' .:6 9: 3'-."9° 3'-11" +90 8.'d' S;85' 2.33 r DETERMINE MAXIMUM ALLOWABLE STORM PANEL. tJ-170 '6 7" 3 6"• 3-.8" - ! 9 U.'- -5.85" 2 65 _W n I I J ! aIa E, ...... q B SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH' +/-180 6 O" :5:85 1 44"' I $ eCB POSITIVE LOADS LESS THAN:OR EQUAL TO. .,6 4 -,-,-_ 3-4" 3-6• #100 - '" NEGATIVE DESIGN LOADS. :6 2" 1'. -3'-.3"' i 8-T' _.•-_.5.85"�__ 7-53"-� �I �� a ' 2. `PANEL FASTENERS"ARE STUDS USED IN +/=200 - 6 0" 3'-0- 3'-1"- p p A T T C - +. CON7UNC;tON WITHAL MOUNTING.EX1RU5fONS -- - - 0A .SEPARATIONS NOTES': may& ('F'-TRACK,STUDDED:ANGLE ETC) USE 6,25." O,C.PANEL FASTENER-SPACING TABLE VALUES FOR, I 1. ENTER-SPAN SCHEDULE,WITH POSITFVE DESIGN:LOAD TG DETERMINE ALL"H"-AND"U"••HEADERS(INCLUDING BUILDOUT' MINIMUM ALLOWABLE SEPARATION FROM THE OPENINGTO BE PROTECTED: CONDITIONS). 2. SCHEDULP it,REQUIRED EOR USE VIITH POSITIVE LOADS'ONLY: a ® "3. LINEAR INTERPOLATION BETUVEEN LOADS IS; INTERPOLATION BETWEEN LOADS IS ACCEPTABLE,OTHERWISE USE NE.XTMIGHER ACCEPTABLE,OTHERWISE.USE NEXT_HIGHER LOAD. LOAD.. 3., FORINSTALLATIONS.OUTSIDEOFYtiEHVHZ'MIDOIlISIOi_.ORESSENTI7IL I>yi`�ryL FACILITIES IN ASTM WIND ZONES I'THROUGH 3 THE�GLASS SEPARATION SCHEDULE IS.NOT.REQUIRED AND NOMINIMUM SEPARATIOMtROM.THE taP/ANI7fAMxL�ePRWPE PROTECTED OPENING IS REQUIRED. 15-2394. t Sz ... SCALP- EA L 6e aEStgipRpLli. i `V .. .. .. .. .:- - FAR40•fi.E:. x • 4�4 MINIMUM ALLOWABLE SPAN':'SCHEDULE S. RTOP MOUNT ` NO o r(t AT .E,- "'. "�,�'Tc (t'. N_ye ,S _ jy,.F N tT .?3 .. _ 0�,•. C�. ic, (C • v7 W Header Cr, 0 0`. 23 24'. .25 22- 24' 0". W 23' 26" Buildout U:Header 0- 0 'tl' 23 24' 25 22" 24 0 24. 23 "26' U� 2x5&U".Header '(Y 0 0" 23 24- 25" 22' 24 (r 24 23" 26" G S p 1 m 2X58SWd Angle 23" 23 23' 11 30'..37 11' 30" 23 30" 11 33" Buildout"F'T2ck. 24" 24 24" 30 48" 50" 29" 48' 24' a8 3D' S3" - _ V "F Track 25', 25. '25 31 W . 30: .50" 25" 50' 3i ST' Z y( ff p t0 Stud to ell Mounf 22 22 22" 11 11'. 26 22 29" 'I1 3.1`:: W t� N W 1- -0fredMo.alt 24" Z4 24" 30° 29"- 46 24"` a8 30" .53" _ y Header 0'- 0" •V' 23 227 24 0 24 ,23" 26" ' ' a�aR^ TtacK Z4" 24 '.24" 30 29" 46 24"'. a8 30" .53".' r b Of J Stud A le 510 Mount 23"_ 23 23". A �11" 30 23"'..30 11".�3T''V Track 26" 26' .26" 33' 31" Sr 26" 53' .33" .58" - 8, I.`SPANS SHOWN HERE ARE MINIMUM ALLOWABLE SPANS BASED 0.1 AW a ASINATION OF MOumm CONDITIONSAT TOP ORSOTTOM PANEL LENGTHS LESS THAN THOSE.NOTED IN TABLE ABOVEARE NOT 8 ACCEPTABLE V� .-9 2,NO SEPARATIOti FROM GLASS LSREQUIREO WHENPANEL LEUMti LSGREATERTNMITIV t IED FOR -QJ RESPECTNE MOUhTINr,COMBINAiiCNPRDVE I 3 SIDE CLOSURES REQUIRED FOR ALL BU;LpOUT DKTilri7S)N TABLE ABOVE WJiSPZSIOE=, SURES ARE NOT {, USED WITH BUROOUTltOUNtJNG CON4ttI0tLS,REQUIRED SEPARATION:FTiOM GLASS SHALL BEPERDEU4L'F'F ' .r1 4.TABLE'APPLIES TO BOTH U43(WITH OR WITHQUT.$TITCH BOLTS)AND 24P PANELS,�R B07H WITH PANEL Q m FASTENERS 012.5'OR eZS O.C.` I S.PANELSMAYSPAN36"MINIMVM USING ONE(I)DFTHe OPTIONAt10POREOTTONC1.OSu sm v. OPENING(PER DETAIL'KI,USING ANY MOUNTING CONDITION SHOWN NITMESI?DRAWINGS. - Q W bA '.0 fi! i z ca -8 TYP. 1 ^' .LAST PANEL.INSTAL ED Q tD q F- FROM INTERIOR ' N as ++ C, AD J4CENT W Caj PA1:EL- a Q 1- 20 X S.S.SNH:WAIX DOLT M ACH[HE.SCREVITLiRtI V,-DIA.HOLD J ( WI Pro NNT a.ASHERED N1INGNUT ON INSIDE encE Q SNDWjuGNQT-o 12ERFD ;(CONNECTS BOTTOM MO1N(T: l� l 1 . . \ EXTRUSIOti T6AD2ACENT 5H PANEL) I' '. .:t BOTTOM MOUNT � (CONN TYPE , ,AS ,BO7TOMOUN7' \�\ \�. REQ T)I. a (CONN TYPE AS. •••••• .EMBED. REQD)✓ CONNTYPEASRVID - I S \\ 1' 3L1�D1dN (ENSURE ANCIiOR$nT EYJSTiNG CONCRETE. _ COPI15 WBI(fRW6(LBFhNA9ROPE :" SPACING OF HALF THE \ HOLLOWBLOCKCR VALUE GIVEN IN ANCHOR 15-?394. \\ WOOD'ARAMR.G.: $FACING TABLE;'$EACH _ .. \� PANELAD2ACftdTTO .SCALE: . .� /. E•GRES$PnilELj P,�ytjtzOESCRIPTt(SH: 1 U. OPTIONAL EGRESS PANEL DETAIL L OPTIONAL INTERIOR FASTENING DETAIL INTERIOR FasreNtac N.T.S. P.E. ltt4i ANCHOR SPACING SCHEDULE: 24 CAUGE PANELS;PANEL FASTENERS @ 12.5 O.C. •- I 2.5"EDGE DISTANCE 3/4"'EDGE'DISTANCE - /!ttqqi :v �$ G MAX DESIGN SPAN UP TO 6'-0" SPAN UP TO 81•D' SPAN UP TO 12'•a" SPAN UP TO V-D' SPAN UP 7(13'-8' SPAN UP TO 12.8 �� ti! Qlk PQl �e ANCHOR JIMMnPE CONN TYPE CONN TYPE - SPANDiSIG ��,(r�t ` z OB PRESSURE .. _ ANCHOR' PRESSURE. CONN TYPE LONN TYPE • CONN TYPE i� a a TYPE �PSF Cl .C2 C3 C4 Cl C2 C3 C4 C1 C2 C3 C4 TYPO (PSP 'Cl C7 C3 C4 Cl C2 C3 Ca: Cl C2 C3Gi m 3lIG`x1-3/M1'EMBED '33 125. 1160"1417" 9,9" 12:5" 16.0'..102 66 :160 91'.16:1" Y!'"'x 2•FMBED' 33' Y2;S .160.160- 36.9"12.5"114.0''16.0":7:57 125 160.#16.0"{6.7" II ! ••' E' ''' CO L R N 't"':"' i W LL U T ACD - 4] 1 5 1160 118 8�0 125' 16.0':8.2" 5.5' 12.5" 160 8Y 5.5 '-' ' fFRN]24KF51 tot+[) .--__ 1_._.__......_.:. _......_.._ - _ __{ LAGSCaEW 43 "12.5 1360 .360 88.1,12.5 '160'.15.6 bl .125 -116'0,146.160" ❑.: ay.,U, ,a 48 12,5')26.0"10.1-,6.3 125 ,16.0'181 5.4n. 125_160 81- >.5.4^ ___ '4g 12.5 '760 :26075 175 160 14.7"150 _125 52 125 .16.0' 93 '6.3" 125" 16:0" 81154.. 125 1_60 DL-SA. kI-+��� uU�'- 52. 32.5 160 160 6912Y5 1601_G_7 '60't 125 160;147 60" � -', 70 12.51 16.0` 8.1'i.S,4" 12 S .16 0' 8 1 5 4" 1 .36 0 _67'F_.4 "- "' `- 'E N .� 70. Z.S 16 0 1%f.7 6 D 12.5 I6 D :14.7 6 0' �12� 160:':14 7-:#6'0:#6'0": W -.4 114'x1-314"EMBED 33 12.5",1:6:0."160"116.0' 125..16.01?la0"€12:0" 12'5 1160 131::10.7" *14'x1 Y/2'.EMBED' 33 12:$"140 160 j301 Y1.r 15O'iZt ]D 12,5 i4:D`SIO tf', 6.2" I?y;CWr M'7+ tD ELCOUL ACOONe1C) 4Y 125' IG.O' 16013:9" 125 16.0'121 9.6" 125" ;160 .120.9.6" "} """' -' `;"-" WOOO'SCaEY! 47 t2:i 16 0 1a4. `PA-121 16'0 9 7 S 6 12 - 160'-9/ 5.6 48 12:5";26.0"34 S 119 12'5 16'0' 11 9 -95. 12.5' tib.D'11 9 .9:S' 48 iZyS" ]6.�"72.0 170 1125 16D 6 58 175 ., __... f tu. 57, 125 ;76.0 138 13,0' 325 16.0"1 9 95 128 '1.6.0 11919.5»1 -�JIIATmALI11�IU1• :52 12.5 1160 121 64 12a 160.19.6 '16 25 X150 06 -S.o g 70 12:5:' I&O'.119 9:5" 125.16.0"l139 '9P" 115 1260 11.9"i 9.5" o 70. 32;5 1160 9.6 X5.6 12.5 150 '4.6 .56" 325 160"!96 56' Q k = t/Y a7/B'EMSEO 33 12.51 116 b' 16.01,16,0' 11, 15 0 13 7 11!4 I2 S 16 tl(14 0-11:9`'1 $ t'�-' - - / k .__ ....._.. _...._. + 1[4 xi-14'EM(iFD33 12.5 1160 16;0° / 1iS"�36A":,lI;S'i 125 .560!(102 7 _ . ALL•POINT3 SOLID-SEF "1 '- S '�r ..:...I v ININ Soca ISI CONQ `a1 -125':16.0' 160 15.6'. 12,5 16.0_"+Y26 10.8" 12.5" 1160�32S .Y0.7"I :.. TAP GBtP"IFAS' 41 SZ.S 160.133' IY:S"i 16.0`"193" -125 - 6.OJ9.2 �. 46 32 S'jib.0' 1567133" 125160125106 12 X16 0"325 Y06"I .f' 12.5 10:0111.4" 32.5 160 9.1" 125 :fib;91 `s2' 12:5 16.6' 144i2�3" 12 16.0_'325''105" 125360 125. 10:6". �1' z AtiC'i41t+' S 32.5".1...']00,.5./r/".�22.5 '160 9.1 / -_125 ]50 91_✓� 70. 125•.€15:0'125110:6" 125.25.0"125 16.5' 325 ;160'ti25:;1061' • .. 70 '.'12,� 16Q"i?.!. �y 12:5716'0.;9d'� '$ Y/4`.xik>9!4'EMBED� 33 12.5•"t16:0"16,0"16.0" 1 5 ]G�0"1]G4 34:2't ]2.5'• '160 160:?:12�6"' 7t16'x;S/B"' BEO 33, 112.5 E16Q a6 73_125 '1556�0"j 5.1" 125 138.'.53 .55 ' Et.CO PANE314aTE. 41 125 f160 160 160 iZ5 Y6:0 5711.4" 12.5'.-1t6 A•LPOwtS 6?AS'• -41 - '12,5 160 7-0 59 h5 12,5 -id";4.£'--6.25 t 4 49 .41 h !NIN3350PSIODNC) - _ _ 1_..�..., .` f - J A + 'd3 t125 '16.0' 160 141' 125 '166"1.25.5 12;5" i15O t1$.5"_117:2 wwo llusm G 48 x12:5. 154 4.9 SD. 425 12-7:X1_7- 40- > 123 gar -iJ-' C(• o ,x 32.5".j16,p' 160 130,.. 125 lfi_0,155 '1!2 125" U60 IIS Sr 312" f:i,��t`tt{{'' 52'- X12.51dY5,5"ida.7" 6.25 123 ;4.7"'4.6" 6.25 -12.3: 4?";4,D` m. •• 702.5" 26.D''15 5'11.2" 12 S6 p"115 5"x.11 2. 12.5'• ,1G0'(15 _�. 70' ;6.255 12.0"x4:7"{4,0" 5.25 37 3'?4.7' 4:0"•'6. S 12.3"7 4 7 F4A" 51^+ -i 2 5 EDf,!'DISTANCE �r .. ..� 3/16"x2:114'EMBED. .33 }}61V X103 ! 620 :7,1'��/ .Q` �. . ICDL'1aCDN 48 16 �3 ' , / ,r ANCHOR NOTES: �o o h &Z' S2 6 25 5i•', , r 7D l / /` ` ].. ANCHOR'SCHEDULEAFGLIES TO ALL PRODUCTS.CERT[FTEO HERE7F,.BVI ONLY!?ROVIDES ,¢tlY c - r MAXiDiUM ALLOWABLE ANCHOR SPAC N E7AaIMUM.+}LLOY BLESPANS f,ND PRESSURES 1NUICATGO ry U ' 114:1;1/4^EMBED .33- 12 5 16'0 4.5"16.7 6.25":11.7". 0 25 10 5" EtCO ULTTWCON 41 125 137' G,25^'9.5'� /� 615 9:T /�/ IN SPA�•L SCHEDULE SfiALL At rLY - b QQ R / 2. ENTER ANCHOR.ZCHEDULE'BASED Ohl FASTENER S A.CIN^u.711E EXISTING STRUCTURE .- -'- --' '1 AD 62.. f1.7' 625 9.3' / �• 625 -9'3 /� // - N 10 9" 1 635:93"•'// -" kATERIAL P(ANCNOR TYPE`:SEIECT UIiSTGN LOAD GRE:�TER 1HAN OLL EQL,A4-7D NEGATIVE DESIGN _ r J1, 6 25. c93 LOAD ON SHtILiERAND SELECT 3PAN-GREkTER;THANOR EQUAL.TO SHU7TFR'$PAN;SELECT... ;8 u H-"-' ,> -:7p-. E25 �3".� " 02 ! ;"ONNECiION'fYl'E,'BASEQ Ot(APPROPRIATE.'t,0UtJ71NG.CONDtTION(SEE MOUNTING DE-CHCS ON ,� 1r x,LV4'EMeED- :33 12 5. 6:0' 7 S '9 3" 12 5 13.4"15 2 5 C• S 25 ':12 0 a a a 1.4.5" SHEET2FOR D M1TIF"CJiT10N:OF fANNECTION TYPE). "Z "!1'Ss.TAPCON '41 - 12 5'156 6 D'-:5 8 6 25 iC S 4 2 0 4.25- 10 7 i 4,. `%1:0" 3.,_. "PANEL FASTENERS"ARE STUDS USE RYCON3UNClIONWI-1 All FJOUNTINGfXIRUSIOMS - i .48 12 5-j13 3 1 5 _j SO" 6 2S L3U.7�j 4 1. 4 0 6 2V. j to 7 EI.4 1:`(4:0" - (`F'-TRACK,.5TUDUED ANGLE;:ETC), USE 6.25 O,C.FANELFASTENERSPACING TABLE VALUES;FOR 52 C25" 12:3' 4 7 (4 6' 6.2S"130 7,• M1 1 •I0 f>;5 1b 7(411 1.4'D: 'ALL"H"-AND'U"-HEADERS;(INCLUDING BUILDOUT CONDITIONS),. ,_.r. o 70 6.25"11_0�:7� 4.V 44.0" 6.2V:i 10.7"i`4 1 4 0" 6 25 110 7 1 4 t��'4:6'• � -4. _ANCHORS$HALLBEIPISTALLEU IN ACCORDANCE WITH t4ANL'FACi'URERS'.RECOMMENDA710N5•' 'p V4•x•7/8`EMBED, '33 12.5" 1` 6,0' 141 ,11:3' 1251Y6'0 �9.?'=7,8" ]2.5".'160' 87'17.0 S. HOLLOW BLOCK HOST STRUCTURE;SHALL CONFORM TO ASTM,C90 BLOCK.'; -. 4i 1S ,�# - ..Y-- t____. .. v' ALL'-POINTS -SET 41. 12:5" I6�0"13.3" 9.1" 12 5 k0.0'17 8. 0.3" 12.5" '116 0 '7 8: '6.3" 6. MINIt•1UM EMBEDMENT SHALL 6E`AS NOTED IN ANCHOR SCHEDULE, i:�. 7: MtNIt4UA1 EMBED. EDGE'D15TANCE EXCI:UDES STUCCO,:FOAM,BRICK',AND,OTHER WALL 'y 4p 17.5"160 977:8" 12SL36,G"�77 -,62 125 -x160;77.' 6,2" ,, psi i / B$•• " ..1. •52 17 S. Y 0 8 9 7.2" 12 5 i6 0"17 6$ 12 S iG 0 7 7 62": F.IN[SH-S.VIALL FINISHES,SHALL FiE,LTMITED TO 114"14AX ORSJ%Ll BE.VERiFIED BY 0TH,EAS,TO , z m Ti; .1-....J...... .. .; ADEQUATELY'TRANSFER LOADS TO HOSE STRUCTURE - . . u�5 70 125 YO:U' 7rr 125 .16,0' 7.76.2" -12.5' ,S6.b'i 7.7" 6.1" ' yx [ "R O - --'----r-- 8 "ONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UY-CRACKED COPICR'=TE ONLY: 1 . -s 1!a"x:1,174":EI46ED 33 1 5.::.116.0' 64 _5:9" 6.25 IY.S' 44 41" 6.25'• '103 40 3'2 j - e .. --_-- -- 9 WHERE;EX:STING STRUCTURE 1S:WOOD FRAMINC,EXISTING.CONDIT]ONS MAY VARY.FIELD' 0.00 PAME1MaTE ?t 41511-f, 33.a• 5 2 i 4:8" 6.25":9:3" !6 -3 3 6 25 .9 2 3 6.'413 3•.' VER1FY`THAT FA$TENERSrARE INTO ADEQUATE WOOD.fRAMING MEMBER5,NOT PE,YW000: FASTENING : 3 n8 6 2S' 11,51''.a 4" a.1" 6 25" 9.2" 3,5"133" 4 25 `5 7 '3 5.E 3;3 TO hI:YWOOD.ISACCEPTABLE'ONLy.FOR ASIDE CLOSURE!PIECES. 6;25"%,10 6 4.V1 3 8 6 25 9.2" 3.5"' 3;3 6,5 9 2 3,5.t 33" 30, WHERE ANCHORS FASTEN TO NARROW'FACE OF:STUD.FRAMING,'FASTENER-SHALL BE LOCA fEDIN _70 CENTER OF NOMINAL 2'X-4`'(MITI.}WOOL STUD(Aa".EDGE.D]STANCE I5 ACCEPTABLE FOR WOOD RAMING) WOOD STUD SHALL© FE SOUTHERN P.TNE"G=0'55 OR GREATER DENSITY LAG SCREW y '- - SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 1w Al. REMOVABLE ANCHORS ARE ELCO PANELMATE ALL-POIt1TS SOLID-SET&BRASS:BUSHJNG. I i •�:,' a + 12:, MACHINE SCREWS SHALL HAVE 1/2'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE COMI I MANKLEal)(IMP1 'AND MAY ANCHOR -HAVE EITHER RA NERD,TR1 5 HEAD,OR WAFER HBAD(SIOEWALK'60LT).0 N.O,:. - 13.- MININIUM.EMBEDMENT-AND EDGE DISTANCE EX6LUDE5'STpCCO OR OTHER WAIL FINISHES. -- r. 15-2394 14,�OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEFTAI3LE'DSES: SCALE, - - 3S.: q. DIRECT MO .. • pAGBOPSCR1PtTC�P(' 16. LWEAR INTERPOLATIONLIS NOT PERMITTED'.FOR USE WITH`-THE ANCHOR.SCHEOULE911STED ON, THIS SHEET. , 'FRANK LBEPINAfi00;P:E,- Ypf"Q0(Ly�4S ANCHOR SPACING SCHEDULE: - 22.GAUGE-PANELS;:PANEL'FASTENERSi@..635"'O:C: ""�:•._. . _ ........ _. 3/4"EDGEDISTANCE ........ 2S";EDGE DISTANCE. .MAX DESIGN_ 'SPANUPT66�0• SPAN UP TO 8'-W SPAN URTO IT-r :51 MAX DESIGN 'SPAN UP TO C:•0" 'SPAN UP TO 8'-8' SPAN UP T0428' "3p ANCHOR: PRESSURE CONN TYPE CONN TYPE CONN TYPe' ANCHOR :PRESSURE CONN ,CONN TYPE - CONN TYPE .. p. - �"'^'TYPE .... .�(PSP),.. C3 C2, C3: C4 CIL -C2.., C3. C4... Cl. "..'C2: C3_.C4' '�' TYPE CI C2 .C3 C4 .C1,-C2---C3- C4' CI C2: C3 C4.. i SSrw ".9.9" 725 .16.0" 96 4.8"' 125'.16:0' 641 47"; '1/4"x2"EMBED - X33 .12'.5. 160"16010.9 125140. 160 )5 1251.160,120. 52.. 3116'%1.3/4.'EMDEG >3 12 5•{16.0"j!-i8 JY X (MIN 41 12516.tl' 1'l 1'8.0" 125'16.0"{77 �'SS:' 12.5" 14,6" 53 316" IAG.SCOEW" 41 125 16 0. 160 '.68. !25 160{14d'�61 12516019.6 4.2" " - 48 12.5`E16�0"9 5 4.8" 12.5 116.0"1 6.6 4;7"- 6.15"112.4" 4_5 :3:2" .48 _72y5;'.:16.0"16 0..7,5 12 5: 16.OY�12 0 52_. 12.5"f 16 0 1..62 3:6•'.: .-... gg 52 125 -160 BB 6.3" 125 360q 61 4'3" 625 115�9:2"f 52 12.5" 56.0".160 769" 32.5 160{111 4,B"'125 166f:: T•6 3.3" ZX um W aqg _....-_ _. -.. 70 iZ5-.160` 65 _4.7" 625 12:5' 4.5 3'2"^629 8:5" ..70 !123' 16.0"139 5!`.22,5 16.0"8.3 36' .125 15.6- EMBED 56 NO ". . „16,0't ., ", ww .'1/4:x�i-3/4.EP18E0. 33-- 125 ^f6:0!.16-0.36:6. 12.5x16:0 L4.1"d2.0 125160 d97. 82 E14xt-1J2.EMBED, +33 32.5 16.0.6 :30.1 Y2.S 16.0"134 7A. 3251160.;7.8 j4:6: . IELCO ULTRACON. ..41 '12 s.€ ._ (nlmssn6€57tond: 160 160-139 125 160 L14 -96 125116.0"€78 66C tv0005CAEW 43 12,5 160-Y32 8'1 125 160. 92 86'125"{360 63I 3.9" ,j , H W� '48 125 a6d 141.159. 125 160 97 B:2. lYS 160 I6T 56 � 48 12.5. 160.113 .70 325 160. 7_8 48 125 14B 54 133" O ',52 125 '160.1130.310 125 IS6D 90 7;6 325.,160 341 52 �)IIILT1it111III1TiID: 52 12.5 160 164 64.. 125.x160 7.2 194 125 1136'4,93.0", W' oc 70 125 :16.0'196 {8.2" 125 160. 6757 125 126 C4.6 !39 _.-z.. 70 ..12,5..160" 7.8' 4-.8"-225 14d 5.4'�3.3" 6.25 SO Lj3i7" ¢ .z 114'x7/8'Et4DED :33 125"116:0"16 O{16O 12 5( 13 4...12'5" 16 6 l l0 1.a 92 1/4"x'1-7/4°EMBED 33 123 16 0 15;6" 12.51L6-q!36 8' 12;S' ]6�0 j 9.4 O Al1`-POINTS SOU6+SR :-.. ................Al........'. .- . -: u(Nerisao Ps]coNd." 41 12 5 16.0' 16 0(15 6 12.Y;*IS 0"119 10_•,8".12 5" 16.0"!R 1 {7 49 TAPGIUP'CFAS' Al 12.5 16 0.I17 66" 12 5 16 0 B:T'/ 92 5 36 0'- S. V) 48 125 169-T147[733. 125 160. 102 :92' 129'16.0" 70" 63'. .y. .x18 32.5" 16-0-YO T' YIS 160- 74" _325" 14.0` SAI" . _ 52 12 S 16'0.113 6 L22.3 12 S I4 0 9 4 8 S. 32 5." 16.0" 6 4 - 5 B" T OA16'SD 52 115 16 0.1_9,9" 12 5 16 0:. 6.9'_ 12 5` 32 9"'4.7" g • 70- 125" 16.0' 101191" 12.5�I1E�0" 70 63"� 125 132"348 a:4'3!`' :10 12:5" 36.0'17:4"- 125 140.:5:1. '6125 " ils"z-Y EMBED 33 12 S"1:16:d 116:01,356:0"1-2.5 16:0"16.0".34 2"32.5'16:0'I32 6 3'9 7" 7/167%S/B°EMBED X33 12.5: 16:0" 8,1 T:3?' 12 5 Y5 5' S. b 1: 6:25 Y0 6:.3:9":3:5 - FICA PANEIj4ATE q7 12.5 16.d 16 d 16 0"12.5'•16:0"14 8-114" 125 16 0" 10 1 L 7,6"' Al3:PORNf$Bf3A55 .41 12.5' 16:0" 6.6" 5.9" 12.5"12.5" AS")4:1" 6:25"1 8 6' €3:1" N (MIN 3350 Psi aiiiCl. WOOG.BUSHING J r 93 48 325" 160°!160 374,1"125 !ib0 1126: 97- 12 S 7b0 66.167. $8 22,5 154" S' S.011 6.25 307" 3:9 3.5" 6.25 1.7S' -- 1aJ SZ 125 16d 1160€130" 125 160 fl6 90' 125 36,0.480 !62 �; evxHe," 2.S 142' S.2 47" 6:25 99' 3;6: 3.2" 6.25 67', m ICn .. ..�. _... 52 1^ i qg" X70 125 16.0' I2.5 .9J" 125 !1600"�8,6�6.7".' !25 1610"759 ,4,6" 70 6;25'' 10.6"x3.6 3.5"-6:25" . . . .:: ... 2.5!'EDGE'DISTANCE ..- .. 0C7.N y. i 3116'K 3-1/4^EMBED 33 625 f03!' 6.25"z 7:1 / �''"cCz ELCO VLTRACON 41 48 �0 625 ANCHOR'NOTES =i Ci R 114"x 1.114'EMBED - - 33 12 5".14 0 6 2 63' 6.25'-JtT' 6 25 B 0"- 1, ANCHOK SCHEDUL.E'APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES •. Z i --'' i - .x FLCO u1.7feAeDN 41 12 5 13:T 625 95` 625!f 6.5" MAXIMUM ALLOWABLE.ANCHOR SPACING..I4AXIMUM pLLOWA61�.$PANS'AND.PRESSURES INDICATED ¢ d1 (Mm 2miD P,l enol 49 6.25,.11.7" 6 25,8:1 IN SPAN SCHEDULE SHALLAPPLY; U rn rii i 52, 6 25 €10.8" 6.25'1 7:5" - 2. ENTER ANCHOR SCHEDULE BASED ON PANEL'FASTENER SFACWG,THE EXISTING STRUCTURE, Lt ' TD 642V 180 MATERIAL,&ANCHOR TYPE: SELECT,DESIGN LOAD GREATER THAN OR EQUAL TO,NEGATIVE DESIGN L!J m l�r - t 4 - - E LOAD;ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN.SELECT p- m / `,1V4'EMBED 33 125 .Eb(t 70 Z'3 125 134 99 50 625 92'.'j3,3"1,3:4" o lTW SAS:TAPcoii 41 12 5" 35.5 S 7 i 5 8' 625 10 8 3 9 4 0" fi 2S 7 4" COtNiNECTION TYPE BASED ON APPROPRIATE MOUNTING CONBITIOf!(SEE MOUNTING DETAILS ON Q fi s .: 1.-:---.- € - --� -�� SHEET 2 FO R•ID69TIFICATION OF CONNECTION TYKE). O 48 125 4 B 50` 625 ._92 33 3.5' 625" :6:3 "// - "'" $2 6 25 f2 4 5 .4:6. 625 6'S" 3 1" 3.2"- 3T8""'� 3.. PANEL FASTENERS"ARE'.STUDS USED IN 4VITti ALLMOUNTING EXTRUSIONS -;, ("P-TRACK STUDDED ANGILE,.ETC USE'.6 75 O C PANEL PASTENER SPACIhlG TABLE JAWES POK .. 70 6 25 19 S 3 7. .3.4 6'25 6.3": T3ALL"H AND':U'-HEADERS(INCLUDING'BUILDOUT CONDITIONS) 0 1/4-x 718•EMBED '33 12.5'316:0' 13 z 11 3 12 5-16 0_I 9 2 7-8" 12411 160 6 3 -SR 4, ANCHORS SHALL REINSTALLED:IN'ACCORDANCE WITH,MANUFACTURERS'.RECOMMENDATIONS., ! h r ALL-PaINT5 SOLID•SET 41 125 Y6 0"10 7 !9311 12 5 16 0 1 7 4 6 3 12 5 13 9' S 0 4 3: Si HOLLOW BLOCK HOST;STRUCTURE`SHALL CONFORM.TO ASTM C90 BLOCK. - e* a �1. 48 iZ S 38 0'7 9 7 !7 B'-12 9.16 0. 6 3 84, fi 25 11 9.' 4 3 ;3 7. f: MINIMUM:EMBEDMENT.SHALL BE ASAQnD IN ANCHOR SCHEDULE. 52 175 ib0'8 4 t 2 12§ 16:0.i 5 8 SO' 6 2S ,Y7.0,'y4.0 i3.4'> T, :MINIMUMEMBEDMENT AND'EDOEDISTANCE EXCLUDESSTUCCO„FOAM;.BRICK,AND OTHER WALL. B" 70 12 5 16.0' 6 2- -5:3' 6.25713. 1.9'i 4 3 3:7" 6 25" 8.2 �/ FINISHES.WALL FINISHES SHALL BE LIMITED T04/4'.MAX OR:SHALL BE VERIFIED BY OTHERS TO !/4'z 1.1145 E14SED 33 12 5 -76.0";B U 5.9" 6 25 11.5' 42" 4:1" 6.25" 7:9" ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. _E 5 Ecco PaNE414ATE Al 12 5 13;4'I1 4.9 4:8" 6 25 9:3",3.4 3:3" B.Z51 6x4 8: CONCRETE ANCHORS NOTED IEREI.N:SHALL.BE.,EMBEDDED'TO UN-CRACKED CONCRETE,ONLY. 48 62v 11.5' 4 2 4 i._6 25 Y9 f�•�///// 5 4° 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING'CONDITIONS MAY VARY. FIELD_ %k $2 6 2S- 30:6".3.B":;-3.8 6 25 73'5• VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMINGL4EMBERS,NOT PLYWOOD.,FASTENING ! _ - -- TO BLYW000,ISACCEPTABLE ONLY FOR.:SIDE CLOSURE PIECES. . $ ... 70' 6.25 7:9" / 3:4"� .3:7" .. - 9 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATEDIN ti ° CENTER OF NOMINAL 2 X 4.(MIN)WOOD STUD(% EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD STUD SHALL BE SOUTHERN PINE G 0 55 OR.GREATER DENSITY LAG SCREW B' _ SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD .> it, REMOVABLE ANCHORS:ARC ELCO PANELMATE ALLPOINTSSOLIDSET 8,BRASS BUSHING. OCPYWGI4RWOCtBQeUPDOP& 12. MACHINE SCREWS,SHAT.L HAVE I/2"MI4IMUM,ENGAGEMENT OFTHREADS INTOTHE BASE ANCHOR AND.MAY HAVE EITHER A PAN HEAD,TRUSS:HEAD,OR.WAFER HEAD(SIDEWALK BOLT)U.N.O. i-5-2394 13...MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 144'=DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT'ACCEPTABLE:USES'! SCAL13 35:* DIRECT MOUNTING.CONDITIONS. P/1Oe 0P.8CR1M10N: 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON. __ THIS SHEET, m� ANCHOR SPACING.SCHEDULE: 22:GAUGE.PANEtS;PANEL FASTENERS.(¢t.IZV O.C. N 2.5"EDGE DISTANCE, 3/4'EDGE'.DISTANCE ED SPAN UP TO b'fi.- : SAAIU:11P.T0.8'+B' SPAN UP TO IT:B".- - - - ;SPANUP-T06-O' _ SPAN UP TO 8'-V SPAW UP TO 12.8 � sOQ t .MAX DESIGNDESIGN t MAX ANCHOR PRESSURE rA_NI�_TY?E CONN TYPE CONN TYPE g� ANCHOR PRESSURE CONN TYPE CONN TYPE CONN TYPE !O�x _r '1FF 1/4`x 2•E14 ED 33, 125 1160'!160 109._,17.5".16.0"160"7:5"_1�S 1160;120" 52 �(2/% �O �n .(PSE) G TYPE (PSF) C1 C2 C3 C4 Cl C2 C3 C4 CI CZ C3 C4 � TYPE C1 C2 C3 C4 Cl C2 C3 C4 Cl. C2 C3 CA ��U 3136•x 3-3/4'Et•18ED 33' 12 5 16 0'33.8" 9.9 12.S*!(16.0'1 9 6 6,8' 17 S 16 0 6 6 4 7 -._._,.__ - ;•••••_._.. .... ,-i,,,,__..,..... �7N N ; EtLOULTRACON. �t 1251¢0'1211.80" 125 160. 77 5,5": 12855 39 LAC,SCREW 48 12.5'"10.0"�18.0"i 7.5" 12.5" 25,0"0'12.5"}16.0"493'{40" - Ua ' (MIN 1846 PSI C09C)' 1 II 8' 725 160 95_j 68: 12� 16.0.166 47 12514:1 513,7 µ __......_.__.._ _l- li. > „'E.W F3-.,......,.,.�- _L 52 125 '160.160:169: 125#1E0'Ll l 48 125 {!b 0"'90'"39" �Q ag, i' "6 52. 12 5 16 0" 8.8 63" 12 5 Y6 0" 6 1 4'3" 12 5 3 iCt,S" 4 9 3,5^ q 70 125:.26 0";6.5"14.7" 625.112 5" 4 5 3 2"'6 25,12.0' 4 3 3 1" 76'. '12 15-0--.119 X 51' iZ S I lc O'1 8 3 3'6" 12-511116.0"17 7 9 3 4" a.�,,' •'m 01 2: 1)45xb3l4"EMBED 33 229 260",S6�U"Ii6.W' 12.5"15:0"-t41--12.0" 12:5`1,,6;0'„97 8.2 _ x14 x'111!2"EPIEZ-0 33 125 150 i60'i10,P 125.1 6."I11a 7.0�325 1G0 :78 43 WW X54 . E).COURTRACONi W OOD5IXIEVN 41 = 2 5 26.0 13 2 8.1" 12 5 16 0" 92" 516'° 7 5 16 0-:b 6 �+0 .lu,n (MM 2846Pb1 MC) 41. 125 1SfiO 166']39 '12S 160"11.4"i:96. S2 S'SoO 82 'S9 48 125 150 141 SI 9_12S 160' 97 X82..125-60 75 fi4. 48 its 160 ;313 70 125 IbO'178 48 125.11G0 61 X37 N�:� ...y 52 125.16�.. 330'NS10. 225" 160. 90 76. 125 160" 73 6Y' G n«� 52 725 160 <.104 64_'25 ,60{77 44 !is. '16'b 'S8 36" Int- '.pWq - 70 125 16'.0"196 '8.2" 125 16:0" 67 5;7'• 125 16.0" 64 SA" .70 .O 70 -125160 78 4b ,125' 48 S4 r3:3" 12,5'114,2";52 32" lr y'CI J� .• 114'x7!8 EMOED '33 12.5"16.0"16.0.16,0" 12.5 �I6.0"14.8"113.4" 32.5".16,0"11),l"19.2" - 1!4 x i ii4"EMOED - 33 .12 16 0.115.5 12 5'16,01,40.8" a pp ALL 1,INTI SOl1D-SET •-"----•» U(NSN 3000 PSI CON[)' '41 12.5' 16.0"]50 115.6" 12S 1610,119 3O.V 125- 16.0 8 77. :. 65P GRIP.•CFAS" 41 ' 125 I60:'r12G X 175 160 8'7"/ d25�1G 0: 6.2 /� ,48 325 160 1471233 125)160 102�42 125 160 79 '72r� 48 325 16.0'107 f(%// 125 160- 74. 125 ik5a 58 - y� 52 125 160"136 123 125dI160 9a r8S' 125 160" 76 69 > LIT2aS [ 52 72 160 99 G' 12516 69 153 5 i��s ' '70`. 125 160(ID " 91. 12.V l&,G' 70 63, 12.5"'16.0" 57 61. �. " _ ,70 ,'125 150"174 n I/4"x2"EMBED - 33 1215. 35.0 160 150 125 160 160 142 325 16.0'}2'6.47. 7li5 x6lB.[MB10 331 ' 125 160"181 7., f25 15556 15 625 E06-39_ FLCOPAVEIVATE. .-._...<,...:....,.. ,- ALL:PO'P!i'S'.BRA55. -'-.'i- , _ - ..,"' . "41 12'5 16."IG4 15-0 125 160 14.8 '134 125'16:ff�106;F82 w0008U5NSNG 41v 125 ]60.66 SS},}25 12:5" 45 {.41" 6'25 '90 33".'i I�PPS� .N14 7:50 PSI CORC) �.. V AS 125 Y5_�16.0"�Ya:1" 32S 16:0"126 9:7" 12`5.[36.0 98 (7b- - 48 125 t54,56 ;H.21 I.IE 11099 3,5" 625 83':.3:01 ^�eSt31CD 52 12 9 16-0"16.0 23 0" 12 S 15-D'SYl 6�92 ,4.7" 025 r_9,9",I 3.6. 3.2"' 0 25 O�J7� /• < S, Li ' 70, 12 5 16 0,12 T.9:7"�12.5 1b:0" 0.6 6.7 12.5-'16,0" 8:3 ;6.4: _ "�'^ 70. 6,25' Q �- ��S{{ 2.5"EDGE DISTANCE V N o M o .. 'Il16 x1-Il4`Ci48'O 33 G 25 10 3', 6 25" 7.1" L�4.I O�'`� 7• ELCQ UIIW.COY 41 625 i 83 ./ 48 62S 71 io bis ss'. ANCHOR.NOTES H 114"x 1al4'EMBED 33 121"1fi:0''1'6:2"16:7" fi25'.'f1 T" /62S:8:0": 1:, _ANCHOR SCHEDULE�APPIIFS TOA'LC PRODUCTSCERTIFIED'HEREIN,BUT ONLY PROVIDES u)��'�� N' ELCO:uLTUCON .41 12 5 13 7°j 6 25 9 5" 525 6 s" MAXIMUM ALLOWABLE ANCHOR SPAC[NG;MAXIMUM ALLOWABLE SPANS AND-PRESSUAES'INDICATED . (ngi:z000aslCPw) 48 625 f27° 62S 8-P' 625" 63", IN SPAN SCHEDULE SHALL APPLY' dL �ir °y d 52.. 6 25 iY�O 8. L 25. . .F" 6.0:'' i 2. ENTER-ANCHOR SCNEDVLE ksw�ON,PANEL FASTENER'SPACING,THErEXISTSNGSTRUCIURE, 'L•1 `' Ei- i` MATERIAL,&ANCHOR TYPE.,SELECT DE LOr1D:GP.EATtR 7YlAU,Oft EQUAL'{'f1 NEGAT1llE-.DESIGN ^� d' _�_ .70 52518.0'"/ ll �!� � - e LOAD ON 5HUTTER ANp SELECT SPAN GREATER THAN CR FQUDL TO.SHUT E�SPAN SELECT r E .m 114'x 1114'EMBED 33 12'5 16A" 7 0 ,7)3" 12.5'-•13.4 4 9 5.0" ¢25."9:2"1.3.3 x:3.4" . . - i..J. `a f-OiNNECTION T.1tP.E'�ASED.ON..�IPPROPRIATE MOUNTING�OP,OI7i0N(SEEADLINTING DETAltS ON O LS ITW 55.TAPCON' 43 32Se356" 57.1`58" b25 S10.B" 39-s40" b2S 77-" - � ' - SHEET 2 FOR IDENTIFICATION OF CCNNEClTONTYFE. - - . b2 12 9'13:3" 4 8 5.0 6 25 $2" 33 3 5' S 25 7t �, 3. ?PANEL FASTEN ERS';ARfi'STUDS USED IN CON3UNCTION WITH ALL MOUNTING EXTRUSIONS - 6 ZS 31 Z.39r 4 5 4.V, 6 2a 83" 3] 3:2". 6.257'5 6 9': - ("F"•-TRACK,STUDDED ANGLE,ETC.j. USE:6 25 ox PANEL FASTENER SPACING TABLE VALUESFOR 70 625 91 33 34 629. ¢3- % / G'1 ALL"H" AND i1"-HEADERS.(1NCLUDING$UILDdUT CONDITIONSj. • -¢ p I/4"%718"EMDED - '33 125 160 132 133 12.5 160 9Z 28 12S mo"!:.63 S4 ( .........._ 4. ANCHORS,SNALL BEINSTAtLED4N.ACCORDANCE.WITH MANUFACTURERS.`RECO74MEMDATION5. e = ALL-Polki55040-SET 41 12.5)16 0 10 T 4'1 12.5 56,0"6.74 6 3 12 5 la'S-5 3 4 5 S. HQLLOW:BLOCK HOST,STRUCTURE SHALL CONFORM TO ASTM.C90 BLOCK. - 'a 48 12 S 16 0a�-y 1 :7.'S" 12 S 16,0" 6.3"I S4 12.5"113 S 4.9"14.21' 6. MINIMUM EMBEOMENT'SHALL BE AS NOTED IN ANCHOR SCHEDULE. 52 12 5. 16'0^8 4 7 2' ]2 51.ry 360" 5 8 5 0 12 5 13 0' 4 7 a,0_ 7; MINIMUM:EMBEDMENT.AND EDGECISTANCE EXCLUDES STUCCO;FOAM,BRICK;AND OTHER WALL m .�....«_...._... ._ ._ .....y - 70 12 9'(iG.O" 6 2.s S'3"'6'25 11.9" 4 3: 3 7" 6 25 11'5"'4,2 13.5'< FINISHES.WALL FINISHES SHALL BE LIMITED TO 1/4"MAX-OR.SHALL.BE VERIFIED:BY OTHERS TO 174'x1-i14-EMOEO 33 12 5.:116.0. 6 0 y S9 6.25'11.5" 4 2 4,1" 6 25.i 79" - ADEQUATELY TRANSFER LOADS 70HOST STRUCTURE:: -' ElLO-PAR:_tf4IlTE 41 L2 5 13 4'-f 49 4 8' 625 9'3"..3:4 3.3" 6.25"1 6.J°� S. CONCRETEANCHORS NOTED HEREIN.SHALL.BEEMBEODED TOUN•CRACKED CONCRETE ONLY: i 48 6 2S 25.5.3 4 2 41":5 25 7'9 // 6 2" / 9: WHERE EXiSTINGSTRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD ,52 625 10:6." 3.8.13:8" G25 7.3"" 0.4" VEA1fY THAT FRSTENERS;ABE INTO ADEQUATE.WOOD'FRAMING^9EMBERS,NOT,FLYWDDD: FASTENING 6.25Sa'., 70'.PLYWOOD IS'ACCEPTABLE,ONLY FOR SIDE 4LOSUIIE.PIECCS. lo...INHERE ANCHORS FASTEN TO NARROW FACE OFSTUD FRAMING FASTENER SHAM BE LOCATED:IN ch CENTER OF NOMINAL 2 X 4 '(MIN)WOOD STUD(3!4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD �� yp FRAMING) WOOD STUD SHALL BE SOUTHERN PINE G A S5 OR GREATER DENSITY LAG SCREW SHALL.HAVE PHILLIPS PAN HEAD OR HEX HEAD y. 11. REMOVABI_£:ANCHORS ARE: ELCDPANELMATE,'ALL-PO3N75 SOLID-SET.&BRASS BUSHING. .12. MACHINE SCREWS SHALLHAVE'1J2"MINIMUM ENGAGEMENTOFTtNAEADS:iNTOTHE BASE COPACfillfiCNBSLBEh�QR00eg 'ANCHOR AND MAY 14AVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U'N.O,. ' 13, MINIMUM EMB OMENT AND EDGE DISTANCE EXCLUDFS`STUCCO OR OTHER WALL FINISHES: - 15:2304 14-CM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. > '•DIRECT'M.Ot1,NlTNG CONDITIONS, ., . . ENwcoescR:PTtowl: 16. LINEAR INTERPOLATION'IS NOT PERMITTED FOR USE.WRH.THE ANCHOR SCHEDULES.LISTED.ON THIS SHEET: - 7 J ' FRANK("SENNARBO,:P:E. ' it PE-0-C-46�S4_9 ' U o if ANCHOR SPACING SCHEDULE! -~ 22 GAUGE PANELS;PANEL FASTENERS 0 6.25"D.C. -" 1 2.V�EDGE DISTANCE.. - ... 3/4 EDGE DISTANCE ' 7 N,M * MAX:DESIGN -'SPANUP T66•-0`. SPAN UPTO 8'•8: SPANUP TO 12'-8" MAX DESIGN SPAN UP TO V-0- SPAN UPT08':8' SPAN UP.T017 8 ANCHOR PRESSURE PRESSURE CGNN TYPE CONNTYPE D� NN TYPB :.ANCHOR PRESSURE CONN TYPE CONt�j�jYQ,E„ CONN TYPE `�a" ch �..TYPE. (P+sn. Cl C2 C3 'C4.. Cl: C2 C3 C4, Cl C2C3 C4. - ✓'>TYPE '(P§F) Cl 'C2 Z3 C4 Cl C2 'C3 C4. Cl C2: :C3 C4 3116":z1.3l4'EMBEU 33 125 16D 135 .9.91 115"'116.01"!9.6"L6f 12'r1'266?46 d/ 1/4'x2-EMBEO -� 33 1Z.5160 160 309- 125 116:0"16.0 75 .125 16'0 12'0' Z �i tS ELCO ULTRACON .: ._---f -------I- -- ----6T, 41 12.5' P,2!11:1 B:0" 32,5"IG,O"1 Z7" 5.5" 12.5'.14.6'153 3'8. 2AGSCNfiW 41 12.5 160 .16.0:8.8" 12,5 16:0"14.1 6.1" 12_5 160 '9.6" 4�2" -�R 1!x .3` MLN zeas Pslwr+q )__..___. s t ! _; ....... 7v. w.. 48 .Y25 x16.0. 9S 68. 125 I160 66 L47".625 lI24, 45;32. tr� 48 12.5 160 160' 75 .125'{160 120 52 125 1G0 82 3.6" hh ;. 52 125 160. 86 G'3 2251160?63 #43" 625 ai1:6:' 4Y 52 12:5 tI60 16069 12.511601121 4,8 ,125 160' 7:6,!3.3:'.? a�Q '' ...._ _..._ .. ffi 70 125,'164' 65 4;7" 62S 125;45 13:2" 625 1 B-5'� 70 125 }160 11.9'j 51 12:5)l6b t;8:3 36-'12.5 15.6 '5:6'x' rmUsB E� 3 4"EM 33- 12 5" 1610"16.0. 16.0"S2 S. 16 0:14 1-,126"12 5.35:6!!?9.7"'8.2" s14'�x 1 22"EMB - 33' 12:5` 16.0"!16.0.110 r'12:5"16.0'111.4"i 7.0" 12,5" 16.0'1,7.8":::9:8". W�,(� '4 9 ' (MIM 3846 UL ON psl meq'. 41 125' t160 160 239-725 160 it--$ 9$ IIS.t140" 78. 66 VlC645CRELY 41 12:5:..160;13.2 8.1" t2:5#16 a_.:9.2. 5.6" 12.5"+160'.6:3.:,.3,9" 48 ',125 -160,141 119, 125 160 97 8?• 125 160'•-,67':54,. .,e.. 48. f2;5 160131,3 t70. L2.5 f60. 7$ 48 125 1148' 54 13" , C q '52. 125 160 130 11.0.125".160 t90 T6 225 ]GD 61 -S2 (r�+++wIITI�.SISZ1$3' '1 H- *` ...„ ..... .__.. � .___ - 52. 12.5" 160;10.4'„6.4" Y25 2160 t 7.2 44 125 1136 A9 -3:0 ti 0 . . ...... I 1 w-•_ z 70 !25" 1d0 9.G"i9.2" 1...5SG.0"#6.7 5.7" l2.5"132.6"j46 39". 'g .. .70' 12:5 116098 40 125148"`54 .3.3'6.257301 3T.' -J y0g z 114 71W 33 125 160..16.0"116.P' 12.5'.16.0"t 14.8"'13.4" 125 14.0"101 9.2" - 1/4'X5-1/4'EMBED 33 12.5 160 156 125"x360 108" 32.5 1160 74" / Cr AI.LPOIf4TS.SOLIlYSET - u(ku+10CB pl wecf dl 125 (16:0"16D 25:6" 125 .160;129'10.8" 125. 166" 81 -T4: TAP:GRIP'CFAS' '41 12.5 160 126 12;5ib06:7. 125 16D St9'' + 48 _32 5 116 0"14 7 �:23-3' 12 5'16 0 1102 9 2 12 5 16 0" T O - 43' 48 12:5 16 0'10:7" 125 16 0 .7.4 12.5 14 0'1 3:1" �'. - 52. 12 16.0"13 6 lY'3P.12.5 YG 0.9 4 8 5"- 12 S's 16 0�6 4 1 5 8" ems: 52 12.5 16'.19:9" 12,5 16 0 -6,9'' 12-5 129"1 4.7" / N k n 1 70 .125" 16.W'101:191" 125, 160 t7D 63"- 12T' 13.2 :43" 70 -12.5" 160"7.$' 12:5 140 :-5:1 b.25 96 3:5" g U4'z 2"EMBED :33 12.5" 16:0"14.0".14:0"12`5"16 0„16 0 14,2' 12$ .14_;_0' 12 6#9 7' 7/16"z-5J8'EMBED 33, - :1.2.5 16'0'8.2 ,7,3" 12:5 l.a 5 1.5 6 5'I &25 iq 6 3 9.- 3,5". :. (;1} ELCO PANc1MATE: 41 12.5 16.0"#16 0'..16.6"i2 5?16 0 i4 8 11:4 12 5" ]6 0 S 70 1 7 8 ALL,Pa1NiS'.BPASQ 4i- -"'-"' '' 'l (N1N JISB Pst CONC1 ..-._ _.... 1 t + -- W000 BUSHING 1_2._5 s 16 0 6 6. 5 9 12 S 12 5 i 4S. 4 I 425 B 6 13J1':" p 48 125" 160.}160 141"125 1d0 12G 9.7- 125 160.#86 GT' _ T - - _ _ :48 12.5 1S4 -56 50 6.25 107 3.9 35 6'.25 73" " 3 S2 12-5' 14.0"j,1_6 0 13'0"12 5 j16 D_11 6 t 9 0. 22 5 146'i 0.0 6;2., 52 1LSF 2 5.2 4.7'6.25 9.9" 3.6. ;3.2" 6.25". 12.5" 16.0"112, '9J".,.125 16 D"B.G .6.7" 12.5 116:0",I 9 Ut`tNN1)V `( "- # 70 6.25 310.6;3.8 ,3.5:6:251.7,3"/ 5:0•' d' 2.5"EDGE DISTANCE... _ n 3 3/36"x 1.1/4"EMBED 33 625 10:3" 6,25",7.V' ., ice �. ELCO VLTRACON, 41 6 258:3"/ / o dd . q 48 6 2S' 7.K. . �[V3 o 62s 4a /' / �� ANCHOR.NOTES: =o R U4 1-3/VEMBED ':33 12.5'•116.0" b.2" `6,7"..6 25. 1 f 7 625. 8 0. J. ANCHOR SCHEDULE;APP LIES TO ALL PRODUCTS:CERTIFIED HEREIN,BUT.ONLY PROVIDES '. CO ULWCON 41 ' '� 625 "• -`� MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS ANPRESSURES[NDICATED Z . 5 EL . 12 S iI_3.7" : 9 5" '6.25"E 6S' D m6""v51 010) 4S 6.25 111;7" 6.2518.1" / IN SPAN SCHEDULE SHALL•APPI!Y. Q fir. °7 ' V 52. 6.2Vj 10 8" 425'. 7.5" / : 2, ENTER ANCHOR SCHEDULE BASED.ON PANEL FASTENER SPACING;THE EXISTING STRUCTURE y m Ci w N Q - R MATERS &ANCHO TYPE. SELECT DESIGN LOAD GREATER THAN OR UAI:TO NEGATIVE DESIGN N - _ 70 6 ZS" 8 D" / �f AL, EQ s LOAD ON SHUTTER AND,5ELECT SPAN GREATER THRN OR EQUAL TO'SHUTTER SPP.N.SELE(T. - m, t/4•s1-1l4•EMBED 33 125 1166" 76 73" 125 1 4'149 '50 425 #92'i3.3'^?3.4" [81 U, iTJ!Ss.TAPCON.. 41 -Y2 5- 15:6" 5 7 5.8" 6 25 40 8',3 S a 0": 6 25#.7a / CONNECTION TYPE BASED ON APPROPRIATE MOUNTtNGCONDITfON.(SEE MJUNtINGDE7AB5 ON Q: O U. 48 - SHEET2 FOR TDE.YTIFtCAT70N;OF CONNE(T_[ON TYPE),. - .125 133 48 50'625" 9.2-, 35": 6:25" 83 S3 ,6 2S {12 4 5 4 5:6 25¢8 5 3 1 .3.2"+. 5 8 / 3 "PANEL FASTENERS"ARE'STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS } ...- .- (F=TRACK STUDDED ANGLE;'E7C),. USE.6 25"O.C.PANEL.FASTENERSPACINGTABLE VALUESFOR - �- .. 70 6 25 / ALL"H" AND U"-HEADERS(INCLUDING BUILDOUT CONDITIONS). - .? t!a•z 7!8'EMBED 33 12-S" 16.C"13 2 li_3_12 5 14 0-9 2 7 8" 22 S 260`#6 3 15 4" 4. ANCHORSSHALL BE INSTALLED iN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. ALL-POINf5 S01ID-SET 41 12 S 16,0"10 7 I'9 3 12.5" ._-7 a 6 3 12.5":13 9- 5 0 a 3 S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM 00 BLOCK. ... a8 L2 5 16.0" 9 1 7 8' i2 5 16 D:6 3 S 4 6'25 119 4 3 j 3 7 6. MINIMUM:EMBEDMENT SHALL BE AS:'NOTEO IN ANCHOR SCHEDULE, .4 5 52 12'5 .16.0" B 4"T2' 12 5".`16 0 5 8 5 0- 4 25 L10 4 0 t 3,c" 7, MINIMUM.EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO;FOAM;BRICK,AND OTHER WALL G .,. .._ _ ' 70 Y25� 160 62 53-'6.25"41.V.4.3":3.7- 625 82 F1111111111 FINISItES.VALLFJNISHESSIIALL BE L[MI?ED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TO t/4'z.1.1(4'EMBED 33 12 5" 160 6 0 5 9 6 25 11'.5 4 2 4 1. 6'25". -7.9" ADEQUATELY-TRANSFER LOADS TO HOST'STRUCTURE. " -""" 6. CoCRETE"ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY. FUtO PANELMATE 41 12 5 13 4 4 4 +1!4 8.• G 2S 9 3 3 4 3.3.:.6 25 6 4,: le .6]5 11'5' 4 2 i 4 1' 675" 7 9"'� r 4" % 9. WHERE E)(ISITNG'STRUCTURE IS WOOD'PRAMING,EXISTING COND'TIONS'MAY VARY.:FIECD: 52 6 25 lo-a•j 3.8 3.8"_6 25 7 3" S.D' VERIFY THAT FASTENERS ARE INTO ADE QUATE WOOD-FRAMTNG.MEMBE"R5,NOT PLYWOOD..FASTENING . TO PLY3NOOD IS.ACCEPTABLE•ONLY FOR SIDE CLOSURE PIECES.. ... 70. 6.25" 7:9" 5.4" _ 3:7° i 10. WHERE ANCHORS FASTEN TO NARROW FACE.OF STUD FRAMING FASTENER SHALL BE LOCATED IN GI I CENTER OF NOMINAL V i,4'(MIN).WOOD STUD(3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD' FRAMING). WOOD STUD,SHALL BE"SOUTHERN PINE"G=-OM OR GREATER DENSITY,LAG SCREW ..I el SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. y - 11. REMOVABLE (3RA$ ANCHOR$ARE: ELCOPANELMATE,ALL-POINTS SOLIDEi .-SET . S BUSHING. : 1&7 12. 'MACHINE.SCREWS SHALL HAVE 112"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE -COPYe1Cd2I8AN.'(L:BEN'AMDOvs # ANCHOR AND MAY HAVEEITHER A PAN HEAD,TRUSS HEAD,OR WAFER•HEAD(SIDEWALK BOLT)U.N.O. # 13..MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO ORDTHER WALL FINISHES. 15-2394 14.®.DESIGNATES ANCHOR CONDITIONS WHICH ARE:NOT ACCEPTABLE USES: gcAle, 1S..:}: DIRECT MOUNTING CONDITIONS. PAOEOESCRIPQONr' 16, LINEAR INTERPOLATION;IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. oe� , g