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WS-13-2285 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202979 Permit Number: WS-10-13-2285 Scheduled Inspection Date: November 21, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BARREIRO, MAURICIO Work Classification: Window/Door Replacement Job Address:100 NE 110 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360040400 Project: <NONE> Contractor: MARCO ALUMINUM Phone: 305-861-8004 Building Department Comments INSTALL 18 STORM SHUTTERS AND 1 Accordion Infractio Passed Comments SHUTTER INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200760. Pass thru opening 2 x 4 bar not per Eng. drawing Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 20,2013 For Inspections please call: (305)762-4949 Page 21 of 34 Miami Shores Village ' f � g OCT 0 o 8� 2013 o Building Department BY. 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.W.513 Permit Type: BUILDING ROOFING JOB ADDRESS: /too City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_IYA1441-2e:2 Phone#: Address: AlG //cam City: �✓ 39f�� State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: y &LJ Y1 i dJ 1-1 :r_aC- Phone#: C;5 Address 1943 fjo 2-04 0,01 h V City: l di State F` Zip: T Qualifier Name: Phone#:.!5r427"°e2V,::�49" State Certification or Registration#: Certificate of Competency#: e6 ,C-, Contact Phone#:_5015'75y 9 Email Address: DESIGNER:Architect/Engineer: P-N mm e) el,4 6 1 N IE= 1 Phone#: -s oe Value of Work for this Permit:$_ ��� Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 6 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARMING TO OWNER: YOUR 'FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencemen&must be posted at the job site for the first ins ection w 'ch occur seven (7) days after the building permit is issued. In the ence of such posted notice, the inspection will t be app ved and reinspection fee will be charged Signatur Signature Owner At The foregoing nstrument acknowledged before me this The foregoinM* ment was acknowledged before me this day of� ,20 15 by 0447"7'N-u . 't-7- day of ,20/-�,by � r � eeer�►tiil�te� e who is persom&yUown t '4 who has oduce y�.who is personally known to a or who has produced ' \ ��&a'*n and who did take an oaths. �'s � 15-Vs�id'en cation and who did take an oath. NOTAR NOTARY PUBLIC: Sign: %. .. Sign: 4A Print: '°�R,®�• . �® Print• My Commission Expires: My Commission Expires,t * MY COMMISSION 4 EE 860789 EXPIRES:February 15,2017 �r9 OFFLp0.\OP ktded Thru Bit Notary$av= oksRekrleakk'k�=k9k:kdaksl:sk skakzksksk=ksIagz:k$eikskHtsIe gaNageok$a$c$c�csk$a �C�esRskskKssh�ekskkdaskdagakHaH=�skk�kkakiksk=ksk=kks(aakak:kskskskkekakikikkakk8akkk�daak$asksIa�?kHakakkIs ia$s �c/1 APPROVED BY J Plans Examiner Zoning Structural Review Clerk (Revised 3/1212012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 38'X�✓3'�c,Jtraa.) 3P"X`�o'�c.J�,�Dn� ,3�°X53"W I J,D�,.J g ro2r1 PA.��L �To2 e� DA J�L -s..-rca ri D A J L a N 53"x5G' cr�ano�.J 44ro 2 n PA J c-L E ��7o2M Q A I,cL i S o• ��. - - 2v„x�3•' �S"x'�D'' ©not tt,t►�90 W rto �2 t-� p A J�L r F2 o J rr ��2 Sti',c>enf Ac.�2oro� 5�1Jtt�2 eo�1G �1tIMLY G Q �• (UOL. Rtl Nco*.O ?G'X53 WtJDva� �DA5g7NPJ Dc"[L1'tIr A'f1tGHL� Gstc�2 c1 G?Q.►�c1. STo2tl PA,J-eL ! asto Zr1 DDt.)�c'L 3�1'� 1��3'�W t►�OD►J i �'ro2rt OA�1, - v^r J Aar is''X53" L)It)W-) �src 2T1 vas,e-L ':5ro2tA PAS' i a x✓8 tai 1 J DaJ �xv 2r1 �{-lJTlt2 -5'tbtrt®0��cti.. �rm2+�t Pc�.s mod... gTe�2.T1 aA a1�sJ.. MIQR.L� At.JMI�JMa,-SG. 112.�ha� Plaslt.tc�D G���4c�t�1� �S - ?k�• �ti4� loo fi'1 AQ L o A W!1 � A o t_ .c�rt t1 t �Mi .����>� .•r�� T � r- - a � METALS - MAXIMUM ALLOWABLE "d DESIGN PRESSURES. 0 J ° 0 22ga GALVANIZED STEEL STORM PANED As NOTED IN DESIGN SCHEDULES WIDTH UNLIMITED e 0 e ev (PERP.TO PANEL SPAN) DESIGN NOTES. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED uj 5 TOP MOUNT(CONN---,. TYP, FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PEP $ TYPE AS REQ'D) SECTIONS GOVERNING CODE. RESSURECREQU REQUIREMENTS AS HE >U OPTIONAL Y4'-20 STITCH FED IN ACCORDANCE WITH ASCE 7-10 AND DETERM N � BOLTS WITH WASHERED CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL �! cl WINGNUTS FASTENED @ BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE OVERLAPS @ MIDSPAN(USE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR w w " APPROPRIATE SPAN TABLE) ANY ASSEMBLY AS SHOWN. GENERAL NOTES., �ju FLAN VIEW N Q!q -9' a 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ¢' X O ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING ¢w CODE FOR USE INSIDE AND OUTSIDE THE HVHZ,PER TAS 201 1202/203 TEST t!1 2: 110.156° PROTOCOLS.CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL w�a w BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND LU Ow AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT Ln SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE BOTTOM MOUNT e\ � FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH \ l SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. (CONN TYPE AS 4. SEPARATE'SITE-SPECIFIC'SEALED ENGINEERING SHALL BE REQUIRED IN € REQ`D) \� ORDER TO DEVIATE FROM LOADS,DEFLECTIONS,OR SPANS CONTAINED o HEREIN.CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS ey N / 0.375 MAY BE RE UIRED. MAY BE AT TOP o S. THE S STEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE &BOTTOM INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM VERTICAL THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED �. P ICAL MOUNT ELEVATION ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN S' ELEVATION CONJUNCTION WITH THIS DOCUMENT. > V N.T.S. 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. m: 7. ALL FASTENERS TO BE 1/4"0 OR GREATER SAE GRADE 5 UNLESS NOTED PA! TOP MOUNT OTHERWISE.FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE w L7 (CONN TYPE Lmax CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS 1 {SPAN ABOVE FOR ALUMINUM STRUCTURES"SECTION 5.2.1 BY THE ALUMINUM ASSOCIATION, AS REQ'D) INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL CODES. -OBSTRUCTION) B. ALL STORM PANELS SHALL BE 22GA STEEL(t=0.0276"),CONFORMTING TO ASTM A653 STRUCTURAL QUALITY STEEL,G60 GALVANIZED COATING WITH A MINIMUM Fy=96 KSI. BOTTOM 9. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. OU�TT (CONK TYPq 10. TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD , CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR c� O AS REQ D) HORIZONTALLY AS APPLICABLE. " z O 11. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO x U O Z z UN-CRACKED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER ®o m th OBSTRUCTION E z¢�o MANUFACTURERS RECOMMENDATIONS. XX (LOCATION MAY VARY) 12. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM B a¢w F DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. �x 2003.8.4. I M u- w TOP M OU NT 13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS ., N (CONN TYPE SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al. ° S RE D INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES A Q ) O INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT _ u i � WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM � C DEVIATIONS OF THIS PLAN. BOTTOM MOUNT(CONN Lmax 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL a a TYPE AS REQ'D) (SPAN BELOW CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ' OBSTRUCTION) 15. ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER MARKINGS TO g j/ THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. u OPTIONAL]4"-20 STITCH 16. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF 1 LABEL PANELS MAY BE NOTCHED AS REQUIRED, ( ) PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED PER EVERY 2.0 FEET,CONTAINING THE FOLLOWING INFORMATION: b6 R0HTFRML P., ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED @ KTC METALS 10® C—onal OVERLAPS @ MIDSPAN(USE HIALEAH,FL SPANS ABOVE&BELOW OBSTRUCTION. APPROPRIATE SPAN TABLE) FLORIDA PRODUCT APPROVAL NUMBER ���e �� i 6�A®B® fie �Ma 1 VERTICAL MINT ELEVATION OF r 2 NOTCHED PANELS) N.T.S. ELEVATION ti 0 G B ° t--2.250" 0.094" 0.060" ,4 e - 2.250" 0.750° 114-20 STUD X Oa 94° E '°@ 121°O.G. °�®°o - 1.930" 1.930" °o n� o �-- 0.125" °0 18 GA f M o 0.094 in .094"•--� -A I 6 0.120" " TYP, 'y ui ryp 1.350" M 70-37 0.094° c3 0.062" N 0.044 N (� 0.062" t+ _ sa 81.12 Q.062" II n 0.062" 0,375° 0.062" 2° �3 �0 125"1 � A gL( 1.121" 1 .030 �°2.000" f 2.020" 0.250" ' �-2.00W-� (�2.000" -I Typ, 111 o !�°H"HEADER "U"HEADER n BUILD OUT"U"HEADER 4 ANGLE 7-PAN CLOSURE ^SND ANGLE �T 1.510° 1560 n h °1 1.560° 1.510'r �! y Q 4A U (IQ U 12.500"PANEL COVERAGE 3.380"MAX. 317" n 0.313" 0.313" Y4.875"PANEL LENGTH F 0.365" r,-176 0.376 452° 0.376° 0.452" 8 00" 0 EU Q.179n I f 1 0.655° 0.190 0.655 0.190" 0.655" 1.007" 133 IdI �L p'g8 0.850)�°°� {��• ¢!A a °+ U� 5450.524 f��4 1 0.050" v 1 Q ,o LEG 0.150" 1 4 t •��- ,-i lul .-i� DIRECTION `-'Q.090" -; II_ 11 MAY BE -0.250" T YP. I I�, Zyp" T M2.000° 0.090" RE{JERSED 0� 215"-I r.21 M+t 0.710° 80.135° 0.305" Y-20 SIDEWALK OR rl BUILD-OUT°F"TRACK F"(RACK n TYP. 0.090" n r MACHINE BOLT& EXISTING l J 7�- - F"ANGLE-TRACK /01 C'TRACK ,/v WASHERED W%NGNUT 0.957" WASHERED WINGNUT @ WINDOW l/ U(Z MAC 3 ALLOY) I I KEYHOLE WASHER 24°O.C.TYP. @=0.085"MIN. O 18 GA.GALV.STEEL BENT a PLATE OR 2°xz"x.12s" 6063-T6 ALUM.ANGLE 23 1.000" t OVERLAP WALL BEYOND �rI ®In t W �-25"MAX WINDOW DISTANCE GREATER , OVERLAP 1 THAN OR EQUAL TO BUILD-OUT �°i CORNER CLOSURE DEfA%L 0.188" � ;, EXISTING CONCRETE , DISTANCE °c 4"MAX. A MAX. HOLLOW BLOCK OR e$ q WOOD FRAMING EXISTING CONCRETE ® °b' d°A HOLLOW BLACK OR _ .25"MAX, ® � m d d WOOD FRAMING QWALL MOUNT CLOSURE DETAIL EXISTING CONCRETE HOLLOW BLOCK a 6SJ R BUILD-OUT -,...; OR WOOD FRAMING.SEE ANCHOR m N.T S. DISTANCE SCHEDULE BASED ON TYPE OF v � STRUCTURE. 0 ALUM.ANGLE OR 7-PAN CLOSURE PIECE(SEE 1.000" DETAILS 4&4A ABOVE) EXISTING BAY WINDOW ALUM.ANGLE OR FASTENER @ Y8"O.C.FOR DESIGN LOADS LESSTHAN OR IL 3-PAN CLOSURE EMBED EXISTING CONCRETE PIECE(DETAILS 4 GREATER UP TO 150 PSF(SEE ANCHOR SCH SCHEDULE FOR ANY 1.000° HOLLOW BLOCK OR 4A ABOVE) OVERLAP WOOD FRAMING, -3.820"4 ACCEPTABLE ANCHOR) o M ° t/a°-20 SIDEWALK OR Mme' BUILD-OUT MOUNT CLOSURE DETAIL g MACHINE BOLT& 25"MAX• L 1.500" WASHERED WINGNUT @ 24° N.T.S. O.0 TYP. FASTENER @ iB°O.C.FORDESIGN ' MIN. a 1.500" LOADS LESS THAN OR EQUALTO 72 1$GA.GALV.STBEL n tt PSF&@ 12"O.C.FOR DESIGN BENT PLATE 3-2"X 2"X 4 MAX. t MIN. t 00D' LOADS GREATER UP TO 150 PSF 125°6063-T6 ALUM. (SEE ANCHOR SCHEDULE FOR ANY EXISTING CONCRETE ANGLE o CORNER CLOSURE DETAIL ACCEPTABLE ANCHOR) HOLLOW BLOCK OR WOOD , EMBED FRAMING.SEE ANCHOR SCHEDULE BASED ON TYPE & rl TRAP MOUNT CLOSURE DETAIL OF STRUCTURE. ` ffi N.T.S. E a 0. � a COPYR W FPM L 9 INARppD��O E, R 1 c® &�1 - SCALIP �� f PAGN DESCRIMONi III OF , Q ����®gdd0u6eeaaa°ylapaaaaa �4 X00 b°5 e °o-©' PERETRA710H EXISTING CONCRETE.HOLLOW EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING.SEE o°o ©°® OR EMBED. BLOCK OR WOOD FRAMING.SEE ANCF)OR SCHED,BASED ON TYPE OF STRUCTURE. C4 CONNECTION TYPE PENETRATION ANCHOR SCHED.BASED ON TYPE REFERENCE ANCHOR OR EMBED. OF STRUCTURE. ®° SCHEDULE FOR MAX. C3 CONNECTION I StPE ° C2 C®NNECi IaN TYPE q SPACING z. REFERENCE ANCHOR - REFERENCE ANCHOR SCHEDULE FOR MAX. ° 0.500° SHORT LEG MAY SCHEDULE FOR MAX. "` BE REVERSED TOWARDS SPACING 3A SPACING a THE OPENING ° 1" C5 0.25° 8 0.500° ry TYPE REFER ANCHOR SCH HEADER ONLY 0'25° FOA MAX.SPAC[ ® O #14 SHEET METAL '�— U d SCREWS MACHINE OR SCREW z EMBED B 025° t A &NUT @ 18"D.C. I tTll >� m CTYP ALL SUCH) to <6 0 GLASS OR f GLASS DOOR MACFIINE 114-20 CREW 1 0 GI DOOR ° C2 CO GLASS OR SEPAani�tON GLASS ANtE — ' O �a REFEROPTIONAL DOOR (SEE SCHEDULE) �d ^ GI SCHE57UDANGLE SPACIDIRECTION REq'O GLASS RETO GLASS MAY BE REVERSEDSEPARATION DISTANCE SEPAM710H DISTANCE(SEE SCHEDl6_E) F (SEESCHEDUL.E) 70 S ME B 0500" 10 1 t g� 1.000• 1.000• "6�6 0 !/4-20 X OPTIONAL MOUNTING F 10 EXISTING CONCRETE. �• ° EXTRUSIONS o WOOD FRAMING.SEE C4 CONNECTION TYPE MACHINE SCREW EQ EQ C6 CONNECTION TYPE NCHORSCHED.BASED RE EXISTING FERENCE ANCHOR 0.250• ON TYPE OF STRUCTURE REFERENCE ANCHOR CONCRETE,HOLLOW SCHEDULE FOR MAX SCHEDULE FOR MAX. ���jjj 1,04 BLOCK OR WOOD CEILING/FLOOR MOUNT SECTION SPACING H SPACING rn ANCHOR FRAMING CHEDULE EXISTING CONCRETE, EMBED. 5 Lu BASED ON TYPE OF F BUILD OUT MOUNT SECTION HOLLOW BLOCK OR I/4-20 X " Lu STRUCTURE) WOOD FRAMING.SEE MACHINE SCREW ® g ANCHOR SCHED.BASED RE CONNECTION R EXISTING CONCRETE.HOLLOW ON TYPE OF STRUCTURE REFERENCE ANCHOR 11....... �w � 1 BLOCK OR WOOD FRAMING.SEE WALL MOUNT SECTION SCHEDULE FOR MAX. rfl R < Q QcQ ANCHOR SCHED.BASED ON TYPE G �'j 6611~JJ t) SPACING C2 CONNECTION TYPE OF STRUCTURE, REFERENCE ANCHOR Ci CONNECTION TYPE e REFERENCE ANCHOR 17YP9 ISTING CONCRETE. to d SCHEDULE FOR MAX. SCHEDULE FOR MAX. LLOW BLOCK OR SPACING SPACING o OD FRAMING.SEE EQ EM CHOR SCHED.BASED LAST PANEL INSTALLED N BL OF STRUCTURE, FROM INTERIOR i 10 a Q ADJACENT EQ OPTIONAL MOUNTING LL _ Q /� PANEL EXTRUSION 'AGE v �D]SYANCE m EQ t: CS CONNECTION TYPE MACHINE SCREW SIDEWALK %Z"BOLT OR W/ PM REFERENCE ANCHOR NUT&WASHERED W INGNUT ON 3 a SPACINGS FOR MAX. INSIDE FACE • EXISTING �5 EMBED 0.25° REQ'b GLASS GLAZING SEPARATION DISTANCE e t t w+n 3 (SEE SCHEDULE) m REQ'D GLASS Big Y4"-20 X 1"MACHINE SCREW 5 SEPARATION DISTANCE yt d STUD W/WASHERED WINGNUT @ ISV�C (5E2SCHEDULEy EXISTING 12 "O.C.(CONNECTS BOTi'OM GLAZING t PMOOIUENT EXTRUSION TO ADJACENT ffi DGLASS {G BOTTOM MOUNT C SEPARATION DISTANCE � SEPARATION (CONN TYPE AS (SEE Somme) REq•D) 9 '0 EMBED. o �` o.zso• 80PYRIQHI'PRAN[(LBENMAttOOP.E 8 MAX. •'� 1.000•3 CONN TYPE A5 REq'D .080"MIN., 1 C-0®01 EDGE DISC: CENSURE ANCHORS AT I EXISTING CONCRETE. d d SPACING OF HALF THE VALUE GIVEN IN ANCHOR 4 Qz HOLLOW BLOCK DR SPACING TABLE,@ EACH BED. B WOOD FRAMING PAGIR® MONe EXISTING PANEL ADJACENT TO EGRESS CONCRETE,HOLLOW EMBED. Cl CONNECTION TYPE OQO• 000" C5 CONNECTION TYPE PANEL) BLOCK I WOOD REFERENCE ANCHOR REFERENCE ANCHOR FRAMING.SEE ANCHOR SCHED, SCHEDULE FOR MAX. SCHEDULE FOR MAX. OPTIONAL EGRESS PANEL DETAIL ©p SPACING SPACING K e��JJ a BASED ON TYPE OF rN CEILING/FLOOR MOUNT SECTION INTERIOR FASTENING STRUCTURE ^"F"TRACKJDIRECT MOUNT SECTION Q3 _=.d ®� L. P.E. sa ° ® a e STORM PANEL ALLOWABLE SPAN SCHEDULE., � °®a �, ®SAM MAXIMUM q O MAX PANEL MAX PANEL ALLOWABLE DESIGN NO STITCH WITH STITCH + � •• PRESSURE BOLTS BOLTS SPAN SCHEDULE NOTES : -3 (PSF) +1-30 11'-2" 12'-0" 1. SPANS SHOWN IN"ALLOWABLE SPAN w u� g I +1-36 IV-4" 11'-6" SCHEDULE"ARE MAXIMUM ALLOWABLE SPANS AT 1�I1 Q +/--40 9'-8 11'-2" EACH RESPECi"IVE DESIGN PRESSURE. a+ ? +1-46 91-11, 101-10, 2. TABLES ABOVE ARE VALID FOR PANELS PROVIDE�"HOLES IN ADJACENT rq 9 +/ -49 81-91, 101-7" MOUNTED HORIZONTALLY OR VERTICALLY. PANELS TO RECEIVE I/4"MACHINE .-i '° +1-50 8'-e" 10'-6" 3. INTERPOLATION BETWEEN LOADS IS BOLT OR SIDEWALK BOLT W(PM NUT. hd +/-65 7'-11" 10'-3" ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD. PLACE PANEL OVER EACH ADJACENT Lu +/-60 T-3" 10'-1" PANEL AND FASTEN WINGNUTS FROM ® $ +i-82 T-0" 91-111, THE INSIDE. +/-65 B'-9 9`-9" +1-70 6'-3" 5"LONG HANDLE, 9`- 4" FASTENED TO PANEL WITH +/-72 8'-1" 9'- 3" 1/4"MACHINE BOLTS INTO HANDLE LEGS v +1_90 4'-10" 7'- 11" +1-92 4'-V' T- 9" ® 1/4-20 X 1"SIDEWALK +i-100 4'-4" T-1" TYPy OR MACHINE BOLT +1--110 V-111, 61- 6" (TYP) In € +/--120 V-7" 51-11 1 Q +/-130 3'-4" W_ 5" ® ¢� +1-140 T-1" 6'- 1" ® 4'-9" �' ,�a 4 z co o a SS SEPARATION SCHEDULE: 0 G POSITIVE MAXIMUM INSTALLATIONS INSTALLATIONS BOTTOM MOUNT(CONN DESIGN PANEL LESS THAN 30' GREATER THAN 30' TYPE AS REQ'D) PRESSURE SPAN: ABOVE GRADE ABOVE GRADE ° &-T 2.7-5-1 1.12" 30 PSF 8'-8" 2.76" 1.47" OPTIONAL INTERIOR FASTENING � 12-0 2.82 2.82 GLASS SEPARATION L N.T.S. ISOMETRIC 6'-0" 2.75" 1.161, 40 PSF 81-VI 2.75„ 1.63'. SCHEDULE NOTES : 11 2' 2.80 2.80 NOTE: ti . 6l-91 2.75' 1.18 p 1. ENTER GLASS SEPARATION THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN 50 PSF 8 8 2.75 1.79 SCHEDULE WITH POSITIVE DESIGN LOAD W/PANELS INSTALLED FROM INSIDE.REFERENCE MOUNTING 10'-8" 2.86" 2.86" TO DETERMINE MINIMUM ALLOWABLE DETAILS FOR TOP&BOTTOM MOUNTING CONNECTIONS. ° " 6'-0" 2.75" 1.22" SEPARATION FROM FENESTRATION TO BE 60 PSF 8'-8" 2.75" 1.95" PROTECTED. 1014" 2.83" 2.83" 2• SCHEDULE IS REQUIRED FOR USE ®� WITH POSITIVE LOADS ONLY. 6 6'-0" 2.75" 1.25" INTERPOLATION BETWEEN LOADS IS it 70 PSF 8'-8" 2.75" 2.10" ACCEPTABLE,OTHERWISE USE NEXT 9'-8" 2.73" 2.73" HIGHER LOAD. � , a 2'-0" 2.75" 1.01" 3. FOR INSTALLATIONS OUTSIDE OF 150 PSF 3'-6" 2.75" 1.07" THE HVHZ AND OUTSIDE OF ESSENTIAL 4'-9" 2.75" 1.23" FACILITIES IN ASTM WIND ZONES 1 1111121 .� THROUGH 3,THE GLASS SEPARATION COPYRI9HIfR�NKLBENNAROOPE SCHEDULE IS NOT REQUIRED AND NO ®®� MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. to ®�� - Q2 � I{I N � r �< FRA ,, yPE. 04 4�F �dm ANCHOR SPACING SCHEDULE: ANCHOR NOTES: ES° o b MAX ALLOWABLE SPAN < 6 FT SPAN < 8.67 FT SPAN < 12 FT 1. SPANS AND PRESSURES SHOWN HERE ARE FOR M a o DETERMINING ANCHOR SPACING ONLY.ALLOWABLE o _ s n= ANCHOR DESIGN PRESSURE CONK TYPE CONN'TYPE CONN TYPE STORM PANEL SPANS FOR SPECIFIC LOADS MUST 2P1 y (PSF) Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 BE LIMITED TO THOSE SHOWN IN ANCHOR TABLEa ° 1/4"x 1314"MIN.EMBED +1-49 12.6 12.5 12.5 12.5 12.5 12.5 71.1 10.7 12.5 8.9 12.5 10.9 10.0 12.5 8.8 ABOVE.ENTER ANCHOR SCHEDULE BASED ON THE ELCO(MIN TAPCON +1-62 12.6 12.6 11.6 12.5 10.2 12.5 10.7 9.8 12.5 8.6 12.5 10.7 9.8 12.5 8.6 2 EXISTING STRUCTURE MATERIAL,ANCHOR TYPE (MIN 2846 PSF CONC} +1-72 12.5 10.9 10.0 12.5 $.8 12.5 10.7 9.8 12.5 8.6 12.5 10.7 9.8 12.5 $.6 AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN ®^0 +/-92 12.5 70.7 9.8 12.5 8.6 12.5 10.7 9.$ 12.5 8.6 12.5 70.7 9.8 12.5 8.6 LOAD ON SHUTTER AND SELECT SPAN GREATER ' u d +1-150 12.5 10.7 9.8 12.5 8.6 12.5 10.7 9.8 12.6 8.6 12.5 107 9.8 12.5 8.6 THAN OR EQUAL TO SHUTTER SPAN. W g0g° µt 1/4"x718"MIN.EMBED +1-49 92,5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 3. SEE MOUNTING SECTION DETAILS FOR > r, ALL-POINTS SOLID-SET +/-62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 IDENTIFICATION OF CONNECTION TYPE. � < ® 19 tc3 MACH.SCREW ANCHOR 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE OZ o +/-72 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12,5 12,5 112.51 12.6 12.5 12.5 WITH MANUFACTURERS'RECOMMENDATIONS. 0 (3000 PSI CONC) +/92 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5. CONCRETE ANCHORS NOTED HEREIN SHALL BE � " aBi m V +1-150 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 EMBEDDED TO UN-CRACKED CONCRETE ONLY. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL 114"x 2"MIN.EMBED +1-49 12.5 12.5 12.5 72,5 12.6 12.6 12.5 12.5 12.5 12.0 12.5 12.5 72.5 12.5 11.8 6. ELCO PANELMATE ANCHORS TO CONCRETE&TO HOLLOW BLOCK. a uj (MIN 3350 PSI CONC) +1-62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11.6 12.5 12,5 12.5 12.5 11.6 7. WHERE ANCHORS FASTEN TO NARROW FACE OF tD L +1-72 12.5 12.5 12,5 12.6 11.$ 12.5 12.5 12.5 12.5 11.6 12,5 12.5 12.5 12.5 11.6 STUD FRAMING,ANCHOR SHALL BE LOCATED IN +/-92 12.5 12.5 12.5 12.5 11.6 12.5 12.5 12.6 12.5 11.6 12.5 12.5 12.5 12.5 11.6 CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e. 314"EDGE DISTANCE I$ACCEPTABLE FOR +7-160 12.5 12.5 12.6 12.5 11.6 12.5 12.5 12.5 12.5 11.6 12,5 12,5 12.6 12.5 11.6 ANCHORS TO WOOD FRAMING). 1/4"x 1 1/4"MIN.EMBED +1-49 11A 6.5 6.0 7.9 7,g S. WOOD HOST STRUCTURE SHALL BE"SOUTHERN o ELCO TAPCON +/-62 9.0 7.7 7.7 PINE"G=0.55 OR GREATER DENSITY. 9. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED +/-72 7.8 7.7 7.7 PROPERLY TO TRANSFER LOADS TO THE EXISTING +/-92 7.7 7.7 7.7 STRUCTURE. +1-150 7.7 7.7 7.7 10. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM �+ o -10 ASTM C90 BLOCK. mJ 1/4"x 718"MIN.EMBED +/-49 12.5 10.8 9.9 12.6 8.4 12,5 7.6 16.8 9.3 5.8 12.5 7.4 6.7 92 5.7 11. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ALL-POINTS SOLID-SET a U +1-62 12.5 8.5 7.8 10.6 6.6 12.5 72 6.6 9.0 5,6 12.5 7.2 6.6 9.0 5.6 ANCHOR SCHEDULE. MINIMUM �u � MACH.SCREW ANCHOR o +1-72 12.5 7.3 6.7 9.1 6.7 12.5 7.2 6.6 9.0 5.6 12.5 7.2 6.6 9.0 5.6 EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK, AND OTHER WALL FINISHES.WALL FINISHES SHALL [� +1-92 12.5 72 6.6 9.0 5.6 12.5 72 6.6 9.0 5.6 12.5 7,2 6.6 9.0 5.6 BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY - ° o +/-150 12.5 7.2 6.6 9.0 5.6 12.5 7.2 6.6 9.0 5,6 12,5 7,2 6.6 9.0 6.6 OTHERS TO ADEQUATELY TRANSFER LOADS TO 0 114"x 1 1/4"MIN.EMBE +1-49 12.5 8.0 7.3 9.9 7.0 12.0 5.5 5.1 6.9 4.9 11.8 5.4 5.0 6.8 4.8 HOST STRUCTURE. m ELCO PANELMATE +/-62 12,5 6.3 5.8 7.8 5.6 11.6 5.3 4.9 6.6 4.7 11.6 5.3 4.9 6.6 4,7 12• MACHINE SCREWS SHALL HAVE Yz"MINIMUM � ENGAGEMENT OF THREADS INTO THE BASE q +/-72 71.$ 5.4 1 5.0 16.7 4.8 11.61 5.3 4.9 8.6 4.7 11.61 5.3 1 4.9 6.6 4.7 ANCHOR AND MAY HAVE EITHER A PAN HEAD, +/-92 11.6 5.3 4.9 6.6 4.7 11,6 53 4.9 6.6- 4.7 11.6 5.3 4.9 6.6 4.7 TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT) a +/-150 11.6 5.3 4.9 6.6 4.7 11.6 5.3 4.9 6.6 4.7 11.6 5.3 4.9 6.6 4.7 U.N.O. 13. LINEAR INTERPOLATION IS NOT PERMITTED FOR W 0 v USE WITH THE ANCHOR SCHEDULES LISTED ON Ib THIS SHEET. 14. ®DESIGNATES ANCHOR CONDITIONS WHICH ° �i MAX ALLOWABLE SPAN < 6 FT SPAN < 8.67 FT SPAN < 12 FT ARE NOT ACCEPTABLE FOR USE. ANCHOR DESIGN PRESSURE CONN TYPE CONN TYPE CONN TYPE 144' C1 C2 C3 C4 C5 C7 C2 C3 C4 C5 Cl C2 C3 C4 C5 1/4"x 13/4"MIN. +1-49 12.6 12.5 12.5 12.5 8.1 12.5 12.5 12.5 12.5 5.6 12.5 12.5 12.5 12.5 5.5 J THREAD PENETRATION +/-62 12.5 12.5 12.5 12.5 8.4 12.b 12.5 12.5 12.5 5.4 12.5 12.5 12.5 112.5 5.4 t LAG SCREW °a a +1-72 12.5 12.5 12.6 12.5 5.5 12.5 12.5 12.5 12.5 5,4 12.5 12.5 12.5 12.5 5.4 e 6 +1-92 12.5 12.5 12.5 12,5 5.4 12.6 12.5 12.5 12.6 5.4 12.5 12.5 12.5 12.5 5.4 v +1-150 12.5 12.5 12.5 12.5 5.4 12.5 12.5 12.5 12.5 5.4 12.5 12.5 12.5 12.6 5.4 dig 7/16"x 518"MIN. +1-49 12.5 6.5 6.0 8.2 5.8 9.8 4.5 4.2 5.6 4.0 9.7 4.6 4.1 5.6 4.0 , THREAD PENETRATION +1-62 11.2 5.2 4.7 6,4 4.6 9.5 4.4 4.0 5.5 3.9 9.5 4.4 4,0 5.5 3.9 +/-72 9.7 4.5 4.1 5.5 4.0 9.5 4.4 4.0 5.5 3.9 9.5 4.4 4.0 5.b 3.9 ®� g BRASS BUSHING& , 1/4-20 SCREW +1-92 9.5 4.4 4.0 5.5 3.9 9.5 4.4 4.0 5.5 3.9 9.5 4.4 4.0 5.5 3.9 o +1-150 9.5 4.4 4.0 5.5 3.9 9.5 4,4 4.0 5.5 3.9 9.5 4.4 4.0 5.5 3.9 6 0 1/4"x 1 314"MIN. +1-49 12.5 10.0 9.2 12.6 7.9 12.5 6.9 6A 8.6 5.5 12.5 6.9 6.3 8.5 5.4 THREAD +1-62 12.5 7.9 7.3 9.9 6.2 12.5 6.7 6.2 8A 5.3 12.5 6.7 6.2 8A 5.3 a PENETRATION ELCO TAPCON +1-72 12.5 6.8 6.3 8.5 5.4 112.5 6.7 62 [8,4 5.3 12.5 6.7 6.2 8A 5.3 LL +1-92 12.5 6.7 6.2 8.4 5.3 12.5 6.7 6.2 8.4 5.3 12.61 6.7 6.2 8A 5.3 +1-150 12.5 6.7 6.2 8.4 5.3 12.5 6.7 6.2 8A 5.3 12.5 6.7 6.2 8A 5.3 G6PY[tIOHTFRRIVKLeENAWiUOPE 1/4"x 13/4" +/-49 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 MIN.THREAD +1-62 12.5 12.5 12.5 12.5 12.6 12.5 12.5 12.5 12.5 12.6 12.5 12.5 12.5 12.5 12.5 PENETRATION +1-72 12.5 12.5 12.5 12.5 12,5 12,5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.6 12.6 ELCO PdI�B ®fdt PANELMATE +1-92 12.5 12.5 72.5 12.5 12.5 12.5 12.b 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 +1--150 12.5 12.5 72.5 12.5 12.5 12.5 12,5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 N b !MC�EIVMU OCT 0 8 201 Yo Amilmik MAW (;ITT Amok, COPY o Miami Shores a m APP{�OV�.® Vill �e zo ING® 13Y EP7- ®,q7Z7 SLpG®CP r s e : tti1 =r:D a�GV �rron�s < r r �� ✓ ...W�k��,�� � �, it '*w BCIS Horne Log In I User Registration Hot Topics Submit Surcharge stets&Facts I Publications FBCStafP BCIS Site Map Links Search Bpujsii"nesJ '-,") ProfesS�WnaI @USER:uPubliicUher Reglllatlotl vmri rr-r Apprn—I Manic>Pmdura,,,Appil-fl,,,qumh>A pp it rimer i rgr>A pplication Detail MON '2 Oft - FL# FL13906-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived t i Product Manufacturer KTC Metals,Inc. Address/Phone/Email 660 West 83rd Street Hialeah,FL 33014 (305)819-0509 arnaido@ktcmetals.com Authorized Signature Frank Bennardo frank @engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Keith E. Lorinos,PE Validation Checklist- Hardcopy Received Certificate of Independence Fl 1390A R1 rnr rest Tnrian nrif Referenced Standard and Year(of Standard) Standard Yeas TAS 201 1994 TAS 202 199 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2012 Date Validated i 04/27/2012 Date Pending FBC Approval 05/01/2012 Date Approved 06111/2012 Summary of Products FL# Model,Number or Name Description 13906.1 "Safety Edge"22ga GaIv. Steel Storm 22ga Galvanized Steel Storm Panels Panels Limits of Use Installation Instructions Approved for use in HVHZ-Yes Q 1 39Q6_RJ_7I_Dxg.,pdf Approved for use outside HVHZ.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:Large missile Impact resistant;approved for use within El 13906—Pl—AB EvaLj nr1F and outside the HVHZ. 1 Created by Independent Third Party:Yes Kid F,,:,—xt rontnct IN::1q4n PMr h mnnm,qtr­} Talinh—PA F1 42%tgg Ph­-At:n-AA7-1 A74 The State of Florida is an AA/EEO employer.Copyright 7nn7-2WO';taf,of FI-1d, ::PT—cy Itnt,­ ::Acrn�slhlllty Statement::R-f—H'Z1't­- Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic mail 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 emalls 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 dick hem Product Approval Accepts: MM19M sc,_uritv!.uit Nit, maw 4 a Fns.: ... .. .� A FRANK L. BENNARDO, P.E.,INC. INNOVAT%ON April.26,2012 Florida Department of Business and Professional Regulation 1940 Forth.Monroe Street Tallahassee,FL 32399 Regarding: K TC Metals i 22ga Glavanized Steel Storm panels Project#10-KTC-0001 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report 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 in the approval process of the above-noted product(s). I 1tt?:speC Iy s ✓� _ Op ®� 00 � R8 � O � O � ! ® I 9 a ° e map Fr°a1 FL PE Cert ofAuth#9885 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL. 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM t 4 . t A FRANK L. BENNARDO P.E. INC. TNNOVA'fTON Product Evaluat'gon Report April 26,2012 Application dumber: FLB Project dumber: 10-KTC-0001 Product Manufacturer: KTC Metals Manufacturer Address: 660 West 33rd Street Hialeah, FL 33014 Product Name&Description: 22ga Galvanized Steel Storm Panels Scope of Evaluation.- This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to shout compliance with the 2010 Florida Building Code and is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. I Substantiating Data: 0 'PRODUCT EVALUATION DOCUMENTS FLB drawing 410-KTC-0001 titled"22ga Galvanized Steel Storm Panels",sheets 1-5, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)402-.002 by Construction Testing Corporation(CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 &203 test standards per test report(s)#02-002 by Construction Testing Corporation(CTC). a STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the prodict�Wed on comparative and/or rational analysis to qualify the following design criteria: h�g L , ���' oas g °� "dV®p p� 1. Maximum Allowable Spans e 2. Minimum Glass Separation 3. Anchor Spacing !gin °ign ° i�� for 4. Maximum Allowable Size/Pressure mge5� gh° Combinations 5. Anchor Capacity R �� ° O® m F� P " L� �� 5 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 � PHONE: 954-354-0660 FAX. 954-354-0443 www.ENGEXP.COM F-NGINEERINCl A A1269 2012 KTC Metals--22ga Galvanized Steel Storm?panels Page 2 of 2 No 33%Increase in allowable stress has been used in the design of each product. . Impact Resistance: Large Missile 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 Each product has been designed to resist wind loads as indicated in the span schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material specified In that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use.- Use of each product shall be In strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. i All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each 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 i other such damage at all times. Each product has been designed for use within and outside the HIgh Velocity Hurricane Zone(HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE. 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 1 r � RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior& Exterior Zones (4&5 -Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Are in Square Feet Height. 10 20 30 40 50 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 i 38.3 37.8 25 44.6 42.6 41.5 40.6 ! 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9. '44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2---F-49.8 48.8 48.1 1 47.4 Interior Zone (4 Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 .41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 1 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50:1 -49.1 -48.4 -47.8 50 -56.2 -53.8 1 -52.5 -51.5 -50.7 1 50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 =Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10 20 30 40 -50 60 Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3, 25 -59.8 -55.8 -53.4 .-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51:5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 -69.3 -64.7 -61.9 -60.0 -58.5 - 60 -71.9 -67.0 -64.2 -62.2 -60.6 .4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever's m �, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heig t In fee). NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TA EN FOR FLAT R OFS. RAM5. CNGINCERING, I LICENSE # 11955 y� NAME:: 4 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 f TEL: 305.822.3141 ® FAx: 305.822.3161 DATE: _ PROJECT: �� SHEET -4 r i I • � I PL I 0A yE Y , 4 F / t i _ = 1 AV Vol Aj i i } !� -�-- - , i , 9 INC. LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 FAX: 305.822.3161 DATE: PROJECT: SHEET: ` OF_ ^ r AP 7 _ j . 4 _ 3 t 1 9 LICENSE # 11955 NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 ZOF-.,/TEL: 305.822.3141 ® FAx: 305.822.3161 DATE:PROJECT SHEET: 1 - li P i 1 i { i _ °r .� 46 - T _ t 1 77 ol � l M MEN knit, • ■ ■ ■ �i �rrr � ,� rte` �: .� .�; ■ rip' Florida Building Code Online Page 1 of 3 Hot Submit Stats FBC BC1S BuSIr1eS ,` BCIS Home L_agIn User Registration Topics Surcharge Facts"`Publications Staff Map Links Search sp Professional 1 i Product Approval 4 ' €�° F USER: Public User Product Approval Menu> Product or Application Search>Application List>Application Detail FL# FL12549-R4 ��-003 .�- Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Impact Technology,Inc. Address/Phone/Email 7860 West 25 Avenue Hialeah,FL 33016 (305)773-0020 impacttechnologyinc @yahoo.com Authorized Signature Frank Bernardo frank @engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bernardo,P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contract Expiration Date 12/31/2014 Validated By Vladimir Knezevich Validation Checklist-Hardcopy Received Certificate of Independence FL12549 R4 COI Cert lndep.pdf mhtml:file://C:\Documents and Settings\USER\Desktop\NOA\impact system product approval.mht 9/6/2013 Florida Building Code Online Page 2 of 3 Reff&enced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 12549 R4 Equiv Equiv std.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/24/2012 Date Validated 02/24/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/03/2012 Summan of Products FL# Model,Number or Name Description 12549.1 Accordion Shutter Accordion Shutter with Aluminum or Polycarbonate Blades Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 12549 R4 11 Dwjz.pdf Approved for use outside HVHZ: Yes Verified By:Frank L.Bernardo,P.E.PE0046549 Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Reference installation instructions for FL12549 R4 AE Eval Rpt.pdf additional limitations of use. Created by Independent Third Party:Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida. :: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at webnlaster cc,dbpr.state.fl.us. Product Approval Accepts: Iii !Eireck mhtml:file://C:\Documents and Settings\USER\Desktop\NOA\impact system product approval.mht 9/6/2013 (, ML t136N8 • p, ACCORDION SHUTTER ` • If/ *. i WITH ALUMINUM OR POLYCARBONATE BLADES .�: s :* ALLOWABLE SPAN SCHEDULE -00 ®pR N a MAXIMUM ALLOWABLE DESIGN PRESSURES T�M STANDARD BLADES ONLY UGM WEIGKTMNDOW WINDOWSLADE BLADES AND ONE �LL�JJI 1ry1., BLADE COMINNATiOW .DON. WINDOW BLADE- L/'^� Q u tl 124 ♦1323 PSF -1323 PSF .76.0 PSF -78.0 PSF .83.8 PSF •89.8 PSF r 624 PSF •824 PSF {:!44X m 7T .78A PSF r 83.8 PSF •83.6 PSF r 424 PSF •82.4 PSF W W - WIDTH UNLLMITED 108' •100.6 PSF / 8 /e, f •424 PSF -82.4 PSF j•WT �" -117.8 PSF -117A PSF -75.0 PSF _ _. �w,,,n.n 83.8 PSF ._ ____. •f00S PSF x 76.0 PSF 78.0 PSF r 83 PSF - 1Z8" .424 PSF 82.4 PSF � %'j6 ,r/.'�I'))ffJ>0 .24 PSF -82.4 PSF' Bpi I J TOP MOUNT •MOUNTING 18WY r 26.6 PSF •41B P %�i7;4,r7'rivk;uS,1�i1'y;tik ♦25.5� -41.8 PSF o AS REQ•D SECTIONS /��v�',+,^ .,n I/ SPAN SCHEDULE NOTES: a 1. PRESSURE-S sNOWN[N ALLOWABLE sPAW SCHEDULE°ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. U 0 2. APPLICABLE PoR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3. •.ONLY APPLICABLE CT INSTALLATIONS WITH ONE SINGLE WINDOW BLADE f.•t SLAT,AND THE REMAINDER OF BLADES STANDARD. 555 MINIMUM GLASS SEPARATION o UGHTWEIGHTBIADESOR WINDOW BLADES OR STANOAM SHUTTER WIT H STANDARD BLADES AND .J 1 STANDARD BLADES ONLY UGHIWEIGHTNANODwBLADE WINDOWMADECOMBINATION• ONE SINGLE WINDOW BLADE- O j � q COMBINATION' 2 AN LESS n n TWA INSTALLATIONS W INSTALLATIONS INSTALLATIONS 30' INSTALLATIONS INSTALLATIONS W INSTALLATIONS INSTALLATIONS W INSTALLATIONS V ,o j I ABOVE GRADE OR MORE THAN 50' ABOVE OR OR MORE THAN W ABOVE GRADE OR MORE THAN W ABOVE GRADE OR MORE THAN 30' W o m F gg 8 LESS I ABOVE GRADE LESS ABOVE GRADE LESS ABOVE GRADE LESS ABOVE GRADE r M Z J ITy 7T' -- t.ee'• -- 7.88 280` 26C 293' 2.83' 4S0• 3.W y,}�I� q 80' 21Y 213' 280' 2.30' 2.83• 2Ar 4.30' 3A0' v 831 F�¢i Q w 288' _2.78' 280' 2b0' 283' 4.30' __ _3.OD' O d N 120' _3.83' 3.00' 4.SV 3; HORIZ� 144' 4.60' SECT. 182• 4.80" 5.00' 4.50' 800' H r N GLASS SEPARATION SCHEDULE NOTES: g I 1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON m THE INTERIOR SIDE OF THE SHUTTER WFTICH MAY BE THE BLW N�CENTERMATE.OR LOCKING DEVICE. 1 2. •APPLICABLE FDR INSTALLATIONS UIiILIZTNG ONE OR MORE W BLADES. I APPLICABLE PoRINSTALIATIONS WITH ONE SINGLE WIN�W BLADE SLAT ANO THE REMAINDEL�BLADES ALUMINUM. F 4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ,ASTM WIND ZONE 4.OIE ESSENTIAL FACRITIES. I GENERAL NOTES I 1. THE SYSTEM DESCRIBED HEREIN HAS BpE{ENy�DLESIGNED AND TESTED IN ACTAADANCE WITH/THE 2010 EDITION OF THE FLOR/LDA BUILDING CODE, I- Ng 1/3ebF D M D STRE$5 HAS HBE.EN USED IN TNHg SIGN OF THIS ISYSTEM. WINDTMLOAD33 TIOO FACCIO�R Cd=1.6 HAS I 3. POSITNE AND NEGATIVE DESIGN PRESSUREULATPo FOR USE WITH THLS SYSTEM SHALL BE DETERMINEp PER SEPARATE ENGINEERING IN d s!¢ ACCORDAN�E�WIpTpH THE GOVERNI�N�G URE gEQ�1REP1ENT5 AS DETERMINED iN ACCORDANCP WITH ASCE 7-10 AND CHAPTER 1609 OF Nil I i E(Ei7N1FOROANY ASSEMBLY AS SHO'W'W BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DEIGN PRESSURE CAPACITY VALUES LISTED 4. DESIGN PRES�UR NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DW BY A I. SAFELY FACTOR S. ALL POIYCARMNAN TE PAIY0.S SHALLI.E10RUDED WITH THICKNESS ta0.pg�ANO SHALL BE FABRICATED FROM IW%SATIN INNOVATIVE PLASTICS THERMOPLASTIC POLYMER LEXAN SHEET 3X110 2UV(W STABILIZED),AS APPROVED UND6t MIAMI-DADE COUOITY NOTICE OF 60TTOM MOUNT ACCEPTANCE 308�p3p5 02. Illy REQ�D L ACCORDION BLADES MAY BE 6. Tf1E SYSTEM DEfAIIED FIQtEIN IS GENERIC AND ODES NOT Pli R Po MMoAjr ELT SHALLPREPARE S SPN�I�ENS D MEFF NRTESNTPoR Er,Fj ALUMINUM,POLYCARBO NATE, FROM THE CONDITIONS DETAILED HN IA,LH�NSED ENGIN [111.11 a OR A COMBINATION OF BOTH USE IN CD TON WITH THHIISS 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF 7ME EXISTING STRUCTURE TO WITHSTAND SUPFAIMPOSED LOADS. WOOD BUCKS(BY OTHERS} SHALL BE ANCti PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE• S. ALL I7CrauslONpSLS�wpLL.L BE 6Qb3-TT''��AwrtINLnA At.wY UNLESS NOT®OTHERWISE. p9-ITt-0001 9. EACH SHUTTER ASSEMBLY SHALL. PERMANENTLY LABELED WITH TF�FOUAWING MINIMUM INFORMATION: acAtei Q4 IMPACT TECHNOLOGY.INC. 1 TYPICAL ELEVATION rS-5-1 o mD 3- ASTM©30,E18B6,E19% FBC OVER 1 N.T.S. EXTERIOR ELEV THIS IS INS VISIONS wn lk ru�Gt1AV�Y HULABELSS LL CO`HMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING 10.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCt1ANGED AS FIELD CONDITIONS 6ICTATE. 11.ALL�BSOLgTS 'W ASHERS7S/HA�LL BE ZINC COATED STEEL.GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF BE 12.ALL STEALL INJ16 VRTH MI�NUM P OAINTED OR Y OR STRONGER 13.WALL HEADERS 310,13,38 AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. K.1• ,, CLEAR POLYCJ4RBONATE.CONNECTION �`••. TO ALUM KNUCKLES REINFORCED LM! FULLER RF CURABLE POLYURETHANE 0.065" 0.036' _ 4° GLUE(TYP.) ti OPTIONAL HANDLE 0.066° .065° 0.234 4• 0.070° '^ = 00.290° 0.073' w 0.073' OASr 00.57x . • TYP. 0.090° 00.s72' o �'! .073• •` RDA.. ' 6�' �-}o.36s° oa6s�--� o.i�•a• ~0.073• .ohs•� � �. •• .�Q � ��. .065" W e�ifl IL ALUKR"M KNUCKLES HERMAPHRODITIC STANDARD BLADE WINDOW BLADE CENTERMATE MALE CENTERMATE FEMALE CENTERMATE Ww a� s� 1 N.T.S. 6063-T6 2 N.TS. 6063-T6lPOLYCARBONATE N.T.S. 6053-76 N.TS. 6W3-T6 N.T.S. 6063-T6 rZp Q Q m I v g }-1 13/16- t--113/16°-1 'g �0 $ e' 1500` 0.074° ? OPTIONAL RAIN 0.074• 0.052° W 4• r 0.062• n GUARD LEG oo.s7r o.oso' rj s!a' r.-, BLADE ADAPTER $ FLAT STARTER BLADE ILING HEADER 37 ALT. CEILING HEADER N.T.S. 6063-T6 N.T.S. 6063-76 D9 -.L-7,.S. 3 13116063 T6 N.T.S. 6063-76 0.125° 0.0sr- 1 0.055° iry }--111/16° o.loo• I �_ 1/2' Z 0 076' � ',my .0.120° u�7 " gg .�_ OA62° r T rt n N oPoNAL � O.OSr N OPTIONAL RAIN N N 0462' C RAIN GUARD ry 0.055 15!32• F'o,�N GUARD LEG 0.0 �+ �{- 49' LEG 19/32° GN' pi 5/a•�--� If �--11/2'-� �11/a•-�--11J2•� 5!B°{ }----- •.�._.: z3/3a• 3 213/15°-{ ADJUSTABLE ALT. ADJUSTABLE BUILD-OUT ADJUSTABLE W WALL HEADER SILL TRACK BOTTOM SILL TRACK BOTTOM WALL HEADER SILL TRACK TOP 10 N.T.S. 606346 11 N.T.S. .6063.76 12 N.T.S. 6063-T6 13 N.T, 6063-T6 14 N.TS. 6063-T6 1 2 3/16' � 0.058• �- O.D62° � F to 0.07' 0.075° 0.076° O.oar 0.06r "• O.O6T F\ 0.065 j 0.06r 0.100* I o.osz• o.osr 13ns _1 -i7/r 9/16' 37/16- HIGH IMPACT HIGH IMPACT 6/e• WALL SILL TRACK G WALKOVER TRACK 29 CENTERMATE 30 CENTERMATE INSERT 38 ALT. WALL HEADER t • 1 N.T.S. 6063-76 1 V N.TS. 6063-T6 N.T.S. 6063-76 N.T.S. 6063-76 N.T.S. 6063 T6 ' +I � 30.3l16• S I � 0.125' 'N t 313116. fv 0 0,, 09-ITT-0001 I I I 9• 0.125 in 0.125,3 0.125 BUILD-OUT ALT. BUILD-OUT 99 31 CEILING SIDE MOUNT 32 HEADER SIDE MOUNT 33 HEADER SIDE MOUNT 39 WALL HEADER N.T.S. 6063-76 N.TS. 6063-T6 Po.TS. 6063-76 N.T.S. 6063 T6 I r saa F ;10 410 S.S.SCREWS }-{0 332, 1.965° WITH 1/4•HEX DRIVE 1�8• 0. ­fm 33* 0 0.332°� 13/16' 0.200" .•'.,� 080 } 0.1 095' , K LOCKING i�• A �p .�,,. IyOy < 0.068• DEVICE 0.180• - ~ 0.435° 3/4"� ° 1.340• �1]f4•-� � W W�n RECESSED TRACK PUSH-BUTTON LOCK 19 WHEEL CARRIAGE 20 KNUCKLE SCREWS 21 WASHER Zm j a 17 N.TS. 6063-TS 1$ N.T.S. 6063-TS N.TS. NYLOWSTAINLESS STEEL N.T.S. STAINLESS STEEL N.T.S. STAINLESS STEEL W 3 W OPTIONAL N ROD SLOT 0.066' n 1.471`-f i 0.070° 0.712° I ~Q 0.200• 0.200° 0.200° < }--1.365' 0.116"-�{^ 0.100' �'1 O 2.100• I 4• U ALT. HERMAPHRODITIC 15/32r- 142. -- .r o CENTERMATE I I o 513Y 1!> 5/32" - ' a N N.T.S. 6063 T6 Z 4� �. - '�-7--�-i� 0334' O Z r II .'I so ❑ SQ. I 2.591• = S M 1lq� in 0.700° 1 V 5 1 I W 0.290°- Z o 0.704D'° 2.850° 22 NYLON BUSHINGS 23 LOCK ASSEMBLY 24 LOCKING ARM N.TS. NYLON T.S.N. ZINC AU STEEL N.TS. 410 STAINLESS STEEL .(81.010• 0.600- � � , 0.089-m o � Oo.as6• .z3a• Ol.olo^ Oo.as6• o LarcH , 00.630° 00.630" Iry I0.125° 0.137' 0.254' 0.1370 }-0.232' L LEFT LOCKING RIGHT LOCKING F--2•---1 a BONE psis&i 25 ARM BUSHING 26 ARM BUSHING 35 2"x2"x0.125" ANGLE N.T.S. NYLON N.T.S. NYLON N.T.S. 6063 T6 II ! �0.99o•�1 6_1.648" 0.375° i.� 0.5%* 09-M-0001 . �--2.165°----4 �- 04 0.125• .t 0.125• m � 5° -T �--------5.118^ {----3•----'� r 2"x5"x0.125" ANGLE p CLEVIS AND PIN G 2"x3"x0.125" ANGLE 34 HOOK BOLT DEAD LOCK 27 N.TS. 6063-T6 26 N.TS. CADMIUM PLATED STEEL V N.T.S. 6063.76 - N.T.S. ALUMINUM �,}' — - _ .. L.BICAI. XV �E • �OD iyy t` �JC.• `ACCORDION SHUTTEll�'.♦ SYSTEM PER }---3.005"--} 3.200°� APPROVAL 3 °�} 114'ITW TAPCON W/AND I" _ q -{— ( MIN.EMBEDMENT AND I• --''jj •"4��� F$ai 1 MIN.EDGE DISTANCE TO .ffi 3192 PSI MIN.CONCRETE. 1 W c e F0.070-" 0TYP.064" SPACED 4"O.G MAX. (� 2 + .U.O.N. z IhL > 0.064•rn. i o tq {--- —4.6 3"— --i 0.060' 2Sc3°x0.125'6063-T6 N 1/2"MAX aL, t�m ALUMINUM ANME z i�W(2 Q �x #14 410 316 SS SHEET METAL W �9 ' ALT. ADJUSTABLE ALT. ADJUSTABLE SCREWS OR I/4-x3/4•316SS 41 SILL TRACK BOTTOM SILL TRACK TOP p1ACHINEBOLTSANDNUTS{WI7H 9511 lu 5/8"MIN WASHERS)SPACED AT B• G W N.TS. 6063-76 42 N.T.S. 6063-T6 O.C.MAX. .b+P ALLOWABLE DESIGN E)QSTING 3192 PSI PRESSURES FOR DETAIL 1/4: U MIN NCRETE SPAN: MAX DESIGN PRESSURE: ° a a" TY .846pet/6�.6 vet .. \�1 kl:.290" 0.046° 00.572" *8&s s pst °• 0.062' 0.047 NOTE:MAXIMUM ALLOWABLE SPANS AND _ DESIGN PRESSURES FOR THIS MOUNTING 1.034' 1-1.825"- +0.807' CONDITION PER TABLE BELOW. 146' �ao`.1 psf1 00.t pet J 3.665° O ALT. WALKOVER TRACK LIGHTWEIGHT BLADE 44 N.TS. 6D63-T6 1 BUILD-UP WALL MOUNT U=o N 43 N.T.S. 6063-76 4 N.T.S. VERT SECTION tt a�=w o i g EXISTING O a 3 .SEPARATION FROM STRUCTURE GLAZING-PER GLASS SEPARATI ON SCHEDULE INTERIOR ~ s EXISTING I, 114'MAX. (REF.Sill'1) STRUCTURE t ANY ANCHOR FROM 1 FASTEN STARTER EXISTING ANCHOR SCHEDULE CHANNEL TO GLAZING TRACKS W/(2) — #10xlW SCREWS USE APPROPRIATE STARTER EACH CORNER CHANNEL TO PROVIDE SIDE 6 a a WALL MOUNT CLOSURE FOR BUIL.DOUT CONDITIONS 8 CONDITION 4 1 3 3 TRAP MOUNT t CONDITION ALUMINUM BLADES L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE tl X7ERIOR CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH PUSH-BUTTON LOCK OR IMPACT CENTERI4ATES WITH HOOK LOCK ASSEMBLY OR 5116°THREADED BOLT HERMAPHRODITICGENTERMATES WITH PUSH-BUTTON LOCK) WITH PLASTIC HEAD 09-III-0001 HORIZONTAL SECTION r2-"N W1 FLOATING STACK «Wore:SEPARATION FROM GLAZING sHAU BE MEASURED 4 N.T.S. HORIZ SECTION FROM THE PROTECTED FENESTRATION PRODiICT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, ,�.� WHICH MAY BE THE BLADE,CENTERMATE.OR LOCKING DEVIGE. 8 EXISTING MIN.SEPARATION FROM E STRUCTURE GLAZING-PER GLASS INTERIOR EXISTING S SEPARATION SCHEDULE STRUCTURE 1/4•MAX. (REF.SHT 1) � • " ANY ANCHOR FROM ��• ' � ANCHOR SCHEDULE®\\ \a I8. FASTEN-STARTER EXISTING (2 GLAZING TRACKS *10%1%*SCREWS USE APPROPRIATE STARTER ` 7 nW, 6 T a EACH CANER CHANNEL TO PROVIDE SIDE r{, U WALL MOUNT COND ON Q NDITIFOR�� 4 ND N CODITIONS W n 3 ALUMINUM 3r BLADES ExTER10R 6 IR'MAX. � HO)RIZONTAL SECTION r m 1 WJ ALUMINUM BLADES L-HANDLE LO«ASSEMBLY WITH MALE/FUTED 0 CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH O HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR - C� N.T.S. HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) N U4 °m • OTE:SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE z M 8 gg g NEAREST POINT ON THE INTERIOR SIDE OF THE WHICH MAY Of THE BLADE,CENTERMATE,OR LOCKING DEVICE. O 1 Qg pg��p EXISTING MIN.SEPARA TION FROM �, q STRUCTURE GLAZING"PER GLASS INTERIOR EXISTING T�ii $EPARATION SCHEDUL-E STRUCTURE f I/4'MAX. (REF.SHT 1) • 1 q ANY ANCHOR FROM LEI ANCHOR SCHEDULE FASTEN STARTER EXISTING 18,O.C. CHANNEL TO GLAZING TRACKS W/(2) *lox,%,SCREWS USE APPROPRIATE STARTER q 1 S O 11 EACH CORNER CHANNEL TO PROVIDE SIDE ¢R B CLOSURE FOR BUILDOUT I WALL MOUNT CONDITIONS 4 2 a CONDITION TRAP MOUNT CONDITION WINDOW BLADES 5 112"MAY. EXTERIOR 09-m-0001 —Alm N HORIZONTAL SECTION L-HANDLE LOCK ASSEMBLY WITH MALEIPEMALE 2 W WINDOW BLADES CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH I IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR c� N.TS HORIZ SECTION. HERMAPHRODITIC CEI"MATES WITH PUSH-BUTTON LOCK) �J S V22 EXImNG MIN.SEPARATION FROM •NTE:SEPARATION FROM GLAZING SHALL BE MEASURED STRUCTURE GLAZING"PER GLASS FROM THE PROTECTED ESTRATION PRODUCE TO THE SEPARATION SCLLEDUL.E NEAREST POINT ON THE INTERIOR SIDE OF TIE SHUTTER, -. S(REF.SMT 1) WHICH MAY BE THE BLADE,CENTERMATE,OR LOCKING DEVICE. EXISTING E '� . -- ANY ANCHOR FROM !r �-- ALT.LOS EXISTING COMBINATION OF ALUMINUM AND ANCHOR SCHEDULE @ r� O• Cl� ANY ANCHOR FROM /I DIRECTION GLAZING WINDOW BLADES.ALUMINUM AND 18.O.C. ANCHOR SCHEDULE ! T WINDOW BLADES MAY BE ALTERNATED, EO lu IB'D.C.J alWdV GALV OR SS,SMS, OR INSTALLED ADJACENT To SIMILAR Or 311W 3/1W ALUM POP RIVETS,OR BLADES IN ANY COMBINATION ,[1{�, 1•x2.5")0.055•,1'x4'x0.055' 's'-zo THRUBOLTS!22°O.0 1 2 B Z W 6 2'x3')0.055•,2'x4'X40.0Sa ni OR Al j 4 ANGLE a TRAP MOUNT Z =m,}g�yi g P ALTERNATE CONDITION W ,N4 } WALL MOUNT CONDITION EXTERIOR 6 1/2'MAX. U Z HORIZONTAL SECTION LHANDLE LOCK ASSEM WITH MALE/FEMALE CENTERMATAT ES SHOWN O 1 W COMBINATION BLADES (MAY BE SUBSTITUTED WITH HIGH go 6 MPACT CENTERMATES WITH HOOK LOCK, N.T.S.. . How SE{.7LON J ASSEMBLY ESH WITH HERMAPHRODITIC �u NOTE:LOCKS MAY BE MOUNTED ON CENTERMATES W[TH PUSH-BUTTON LOCK} (2)ANCHORS PER ANGLE(USE ANY Q OR 3/16' INTERIOR OR EXTERIOR SIDE OF SHUTTER. ANCHOR FROM ANCHOR SCHED} (3}312x1/2•SMS EACH 6 ANGLE TO �� TUBE 1 2 1 2 M u 3 (2)2")2°x0.125' M 2 ALUMINUM OR 6063-T6 ALUMINUM WINDOW BLADES 312x)Y'GALV OR S.S.SMS, ANGLES AT TOP AND U M K MIN GLASS SEPARATION 3116'ALUM POP RIVETS,OR O BOTTOM OF EACH TUB PER SCHEDULE(SHEET 1) Yi-20 THRUBOLTS @ 12'O.C. 0 �"'$ O 1 2 ;10x2'410 S.S. B �m 2 6 l 320x3'410 S.S. (TOP AND BOTTOM) /EXISTING L 1 2 ~~ a ¢ SCREW W/NYLON CORNER R BUSHING AND WASHER u4°MAX , 2"x2)0.125'6063-T6 ALUMINUM TUBE AT CORNER } V PUSH-BUTTON LOCK OR 9 EXISTING PASS THRU STANDARD K S/16-THREADED BOLT WINDOW SUL(WOOD, s CORNER CLOSURE WITH PLASTIC HEAD GRANITE,MARBLE,ETC.) ALT. HERMAPHRODITIC 6 N.T.S. HowsecnON 2 rj CENTERMATE (2)ANCHORS PER ANGLE(USE ANY q ' ANCHOR FROM ANCHOR SCHED) (3)312)1!2'SMS OR 3/16' N.T.S. HORIZ BECKON ALUM EDP RIVETS EACH EXISTING EQ EQ 2'xl'xy'MIN 6063-T6 4 ANGLE TO TUBE y �+ ST ALUMINUM SPACER TUBE (2)2°x2')0.125' �I_' STRUCTURE 6063-T6 ALUMINUM 1 2 v 312x%•GALV OR S.S.SMS, ANGLES AT TOP AND o 2'x2 xYa"MIN 3/16°ALUM POP RIVETS,OR 0 BOTTOM OF EACH TUBE E 6053-TES ALUM ANGLE Yr-20 THRUSOLTS @ 12'o.C- LK �K � �/.-20 SS THRU BOLTS B- ° S c AT 1z'O.G /pOmNG I B q R ANCHOR CONN.TYPE Cl !STRUCTURE REF.ANCHOR N.TYPE Cl a fir r O9'ITI-OOO 0 ER �, 04 2'x2'x0.12S'6063 T6 ALUMINUM TUBE AT CORNER I i. ALT. HIGH IMPACT PASS THRU ALTERNATE 3 CENTERMATE 4 WINDOW DETAIL e CORNER CLOSURE N.T.S. HORIZ SECTION 6 N.T.S. VERT SECTION ( N.T.S. HORIZ SECTION O ANCHOR CONK.TYPE C2 ANCHOR CONN.TYPE CS REP.ANCHOR SCHEDULE REF.ANCHOR SCHEDULE n E 1. DGE�.y ANCHOR CONN.TYPE Cl Z NA' EM 1/2'MAX EMBED' DIST. I REF.ANCHOR SCHEDULE L* G 1 WHEEL CARRIAGE EQ. EQ. EM 1•MAX. �•• OTHER KNUCKLE Y 4 1 WHEEL CARRIAGE i:O • V AP ASSEMBLY AT EVERY i ••• WHEEL#10x2°410 SS. ASSEMBLY AT EVERY 9 #10x2.410 S.S. OTHER KNUCKLE °��. JJI---- ------•- /SCREW D WASHER OTHER KNUCKLE SCREW WI WASHER B n/ AND BOTTOM) rlox2°410 sS. ----n (TOP AND BOTTOM) � scREw w/WASHER W� *10x3`410 S.S. #10x3°410 S.S. --- (TOP AND BOTTOM) 9 SCREW W1 NYLON W4°MAX SCREW W/NYLON u4•P9AX .:---.`--� LrnQ µai S. BUSHINGS AND #10x3'410 NYLON BUSHINGS HER SCREW IN S AND u4.MAX U <U 2 WASHER BUSHINGS AND W N 9 _MIN GLASS SEPARATION 1.2 1 2 WASHER 1 2 Z .. m PER SCHEDULE(SHEET 1 ALUMINUM OR MIN GLASS SEPARATION ALUMINUM OR 6YINDOW BLADES —PER SCHEDULE(SHEET I) WINDOW BLADES _MIN CLASS SEPARATION ALUMINUM OR � #10x3.410 SS. PER SCHEDULE(SHEET 1) ynNDOW BLADES SCREW W/NYLON #10x3.410 SS. 0 . BUSHING AND WASHER SCREW W/NYLON #10x3'410 S.S. •�D BUSHING AND WASHER SCREW W1 NYLON #10x1/2°SELF-DRILLING BUSHING AND WASHER SCREWS®12°O.C.MAX, V STAGGERED FRONT AND BACK. 4°MAX T— IJ4°MAX _- 114°MAX >p0 a ANCHOR CONN.TYPE C3 4 I (� REF.ANCHOR SCHEDULE M j S�( ANCHOR CONN.TYPE C4 N O EQ EQ. _ 3 n 1./2'MAX REF.ANCHOR SCHEDULE EQ. EQ. L) EMBED o n ANCHOR CONN.TYPE C2 BED. 1ST. EDGE DISf.--{ t�� ¢+�n a w REF.ANCHOR SCHEDULE y° o Q g WALL HEADER CEILING HEADER B.O. WALL HEADER ¢ _„ 1. WALL SILL TRACK z ADJUSTABLE SILL TRACK s WALKOVER TRACK j 7 N.T.S. VERT SECTION .7 N.TS. VERT SECTION 7 N.T.S. VERT SECTION i "- ALUMINUM OR WINDOW BLADES 1 2 ALUMINUM OR MIN GLASS SEPARATION ALUMINUM A OR — WINDOW BLADES PER SCHEDULE(SHEET I) WINDOW BLADES #10X3"410 SS. _MIN GLASS SEPARATION 1 #10x3°410 S.S. SCREW W/NYLON PER SCHEDULE(SHEET 1) SCREW W/NYLON BUSHING AND WASHER #100 410 S.S. *IDX2°410 SS. BUSHINGS AND o SCREW W/NYLON SCREW W/WASHER WASHER I/ 14'MAX BUSHING AND WASHER (TOP AND BOTTOM) g a a ---9---•-y D '114*MAX ilOxz°410 S.S. i F RETE +-1•MIN.+'"MW.-{ SCREW w1 WASHER �" ..L.. j ER ANCHOR -(TOP AND BOTTOM) EQ 1 I t� SPACED AT EDGE AX EMEE *14X °MACHINE O BOLTS AND NUTS 0 12° ABED. O.C.MAX. ANCHOR CONK.TYPE C4 EXISTING CONCRETE —� OR CONN.TYPE CS #10x1/2'SELF-DRDlING HOST STRUCTURE .ANCHOR SCHEDULE SA °wusi 8083-76 SCREWS @12"O.C.MAX, REf.ANCHOR SCHEDULE (3KSI MINIMUM) STAGGERED FRONT AND BACK. 09-M-0001 OQSTING CONCRETE HOST STRUCTURE ALT. ADJUSTABLE SILL TRACK04 (3KSI MINIMUM) n tt n n 4 RECESS TRACK 5 x1/4 ORS X1/8 PLATE TO 6 THRU-FLANGE INSTALLATION s EXISTING HOST STRUCTURE 7 N.T.S. VERT SECTION M 7 N.T.S. VERT SECTION 7 N.T.S. VERT SECTION ��77 II ' f _ d .• (� t, , ' ExtsnaG woDD s7uos Q•$_ 6063-T6 ALUMINUM ANGLE, - (GaO•AT 24'L O.C.AMAX. (3)S/16°LAG SCREWS W/2'MIN. v k •'•Q•:- ANCHOR CONN.TYPE C:1 2'x2"20.125"MINIMUM, THREAD PENETRATION AND 3/4"MW. REF.ANCHOR SCHEDULE 2'xS'W.12S'MAXIMUM. EDGE DISTANCE PER STUD S EMB 114°X3/4°MACHINE (4)5/16°LAG SCREWS W/2°MIN. 1"x4'x0.12S'6063-T6 °O••, 1'MAX. BOLTS AND NUTS @ THREAD PENETRATION AND 3/4°M)Pl. ALUMINUM N(LE 1r O.C.MAX. EXISTING WOOD RAFTERS EDGE DISTANCE PER RAFTER •�,O.�F: R p w (G®0.55 MIN.)SPACED 2-1/4'MIN •� tr to AT 24'O.C.MAX. EMBED. _1/4°TYP. "END DISTANCE q •• �• u0i O 9 010xr 410 S.S. $° 014 410 SS SHEET • ei XE SCREW W/WASHER WHEEL CARRIAGE (TOP AND BOTTOM WHEEL CARRIAGE A METAL O.C.MAX.SPACED W Z S ASSEMBLY AT EVERY ASSEMBLY AT EVERY OTHER KNUCKLE rZn s TYP. THFR KNUCKLE 1/2'MAX WHEEL CARRIAGE U #10x3'410 S.S. .A S'XY�OR S'XYe'6063.76 ALUMINUM OlOX2'410 SS. ASSEMBLY AT EVERY g M 6 SCREW W/NYLON 1/4°MAX PLATE OR z"A5S*V'oR z'X5°XYs° I SCREW W/WASHER THER KNUCKLE Z!S Q pp BUSHINGS AND 6063-T6 ALUMINUM ANGLE,6'MAX - _9--'n (TOP AND BOTTOM) EMB . ev #lDxr 410 S.S. (u UUII $j WASHER OVERHANG BEYOND RAFTER U - SCREW W/WASHER J . 1 2 #14 410 SS SHEET u4'MAX - Crop AND BOTTOM) c I _MIN GLASS SEPARATION `=- I g{ PER SCHEDULE(SHEET"f W WDOW BLADES ATS�lEll"O.C.MAX. 1(4°MAX ~ 8 c k8 #1Dxr41DSs. ALUMINUM OR #10xr 410 S.S. 010x3°410 5.5. SCREW W/NYLON WINDOW BLADES 2-114°MW SCREW W/NYLON 1 2 L) SCREW W/NYLON BUSHINGS AND END DISTANCE BUSHINGS AND ALUMINUM OR e�.e BUSHING AND WASHER WASHER WASHER MIN GLASS SEPARATION� WINDOW BLADES 6 �1 4 PER SCHEDULE(SHEET 1) MIN GLASS SEPARATION T— 4'Max NOTE:MAXIMUM ALLOWABLE SPANS AND PER SCHEDULE(SHEET 1) mm DESIGN PRESSURES FOR THIS MOUNTING #10x3'410 S.S. Q W W CONDITION PER TABLE BELOW. SCREW W/NYLON BUSHING AND WASHER I s ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES L)<`D n F ,w FOR DETAIL 2/8 WITH Y4" FOR DETAIL 2/8 WITH Si N ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANGLE: 1 4'MAX SPAN: MAX DESIGN PRESSURE: SPAN: MAX DESIGN PRESSURE: 2-1/4'MIN. N24.8p-1-124.ep- 72' a71.7 p-1at.7 p- END DISTANCE Q S w 80" 488.8P-1-88.8 80' •3 p- .Slant tl F IST. Loa' p-1 2Psr tae• w7.s f—P- t� Na 111 48t p-i-T1:J O- 1211 w p-140.8 n 1ti n n ANCHOR CONN.TYPE C4 #10x1/2'SELF-DRILLING 144° *424 pf1824 pd 1441 s3a.8 Pef/S6.1 psf ln,� 1 Rte. AN SCH�ULE SCREWS @12'O.C.MAX, '1 ,T STAGGERED FRONT AND BACK. S"x1/4" OR 5"X1/8" PLATE 3F / 2 TO EXISTING RAFTERS N #14 410 SS SHEEP i 2"x5" ANGLE W CEILING HEADER METAL SCREWS SPACED 1 i ALT. ADJUSTABLE SILL TRACK 8 N.T.S. VERT SECTION AT 3.O.CMAX. _ N.T.S. VERT SECTION °P - N� 1'24"x0.125"6063-T6 � #10x3°410 S.S. ANY TRACK ALUMINUM TUBE SHOWN HEREIN. SCREW W/NYLON (3)5/16'LAG SCREWS W/2"MIN. i BUSHING AND WASHER ° 0 0 o EXISTING WOOD STUDS THREAD PENETRATION AND 314'MIN. (G-0.55 MIN.)SPACED EoGE DISTANCE PER STUD a r 1/4•MAX AT 24' MAX. F CHORS AND MAXIMUM SPA. y/ �r MER ANCHOR SCHEDULE.ANCHORS NOTE:MAXIMUM ALLOWABLE SPANS AND ANY TRACK SHOWN SHALL BE SPACED AT A MINIMUM OF DESIGN PRESSURES FOR THIS MOUNTING 111'to x en 3'O.C. CONDITION PER TABLE BELOW. HEREIN,SEGMENTED TO ACCOMODATE CURVE TRACK SEGMENT JUNC IONS ALLOWABLE DESIGN EQEQ. mE BE( TIXA CK. PRESSURES FOR DETAIL 3 8: 9 1 EDGE ° ° SP� MAX 1��l4il ARE EMBED. D ANCHORS AND MAXIMUM SPACING or °88.2P0l4R2 PER ANCHOR SCHEDULE,WITH A 108• + P-/-7�.3Pal--- 09-m-0001 #1021/2`SELF-DRILLING ANCHOR CONN.TYPE C4 1�' 'et p- SCREWS @12°O.C.MAX, REF.ANCHOR SCHEDULE TRACK S OF(2).ANCHOR PER 1M. .42.4 p-146&7Pet met � TRACK SEGMENT.ANCHORS SHALL STAGGERED FRONT AND BACK. BE SPACED AT A MINIMUM OF r O.G ALT. ADJUSTABLE SILL TRACK OPTIONAL CURVED TRACK 1"x4"x0.125" TUBE TO 4 THRU-FLANGE INSTALLATION 5 W &W/O SEGMENTED SECTIONS 3 EXISTING WALL STUDS E 8 N.T.S. VERT SECTION 8 N.T.S. PLAN VIEW 8 N.T.S. VERT SECTION (2)8°LONG 2W-XO.125'6063-T6 MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE / ALUMINUM ANGLES PER BEAM END. °4C O,,'•i Of (3)1/4"-20 410 SS ? THRU-BOLTS PER BEAM END 6063-T6 ALUMINUM BEAM AND LIMITATIONS EQ. EQ. OF USE PER BEAM Or / DESIGN SCHEDULE OPTIONAL TOP n SUPPORT BEAM C- i 1/4'x3/4•MACHINE 4,,� °• AL t I 80.75 AND NUTS @ 7 T NNff Op t j ON i 1/2°MIN. lY O.C.MAX. z XU e a�a WHEEL CARRIAGE zz <1 CZZ7`s %STRUCTURE ' OTHER KNUCKLES Z a5 m �N / 2 Af zd *10x2°410 S.S. W 9 SCREW D WASHER N '1 � (TOP AND BOTTOM) o Utlll 1 G` *10x3'410 S.S. 1 (3)ANCHORS PER ANGLE: _i, SCREW W/NYLON 1(4• ~ < CALK- POWERS BUSHINGS AND CALK-IN ANCH0R5 WITH 718•MIN EMBED.3° WASHER V SPACING,AND 2-IR' 1 2 3€ OPTIONAL INTERMEDIATE MIN EDGE QIST/J9CE 70 MIN GLASS SEPARATION ALUMINUM OR 1Z4 SUPPORT BEAM 3KSI MINIMUM PER SCHEDULE(SHEET 1) WINDOW BLADES } OR 11�CA (� CRETEFLEX ANCHORS WITH 1-3/4'MIN NOTE:MAX DESIGN PRESSURE AND MAX AND 2,1R•MINED(iE SHUTTER SPAN PER BEAM DESIGN SCHEDULE Q DISTANCE TO 335OPSI Z f ao Mu4IMLTMCONCRETE 2 TOP SUPPORT BEAM v�1.1 ¢§ F Z 9 N.T.S. PERT SECTION v- M h B g4 �/�T`� Y N *IOX3'410 S.S.SCREW b W QQ�O w WJ AND WASHER-,,,., O n (3)ANCHORS PER ANGLE: ViE 114-20-POWERS MIN GLASS SEPARATION CALK-IN ANCHORS WITH ` 7/8•MIN EMBED,3' PER SCHEDULE(SHEET 1) *lOxz°410 S.S. SPACING,AND 2-1/2- SCREW D WASHER 3KSI MINIMUM DISTANCE TO (TOP AND BOTTOM)" I / (2)8-LONG ALUMINUM 325• OPTIONAL BOTTOM 6063-T6 ALUMINUM 1 2 4'ELCO /' ANGLES PER BEAM END. 1(4•MAX SUPPORT BEAM CRETEFLEK ANCHORS /w __ ALUMINUM OR } WITH 1-3/4•MIN (3)1/4-.20 410 - L WINDOW BLADES EMBED,3•SPACING, — ' i ELEVATION WITH STORM BARS ANDZNCE TO �AP1°L° DISTANCE TO CRETE I �L MINIMUM CONCRETE 9 N.T.S. EXTERIOR ELEV ALTERNATE LEG DIRECTION BOLTS/AND NUTS @ %/////// i I 1R°MIN. 3 BEAM DESIGN SCHEDULE EXISTING HOST � lY O:C.MAX. ALLOWABLE DESIGN PRESSURE STRUCTURE BEAM SIZE SHUTTER SPAN BEAM SPAN TOP BEAM BOTTOM INTERMEDIATE j BEAM BEAM j i u S•0' 0'-ti 74.0 PSF 74A PSF 37.0 PSF BEAM AND LIMITATIONS It ra5W.125' w4r W-r 7a0 PEP 73.0 PSF 3&0 PSF / �•__�__EQ.,� BEAM ANO LIMITATIONS OF USE PER BEAM 10'-0' 7*—W no PSF 739 PSF 38.0 PSF / — DESIGN SCHEDULE 5'47' 1FL' 88.4 PEP 81.0 PSF 34.2 PSF 09-ITT-0001 2Y9'k0.07rlO2t4' S"Ir 11'48- 81AFW 83.1 PSF 304 P1# /w saw 04 i 10.4' 10'•4' 61.1 PSF 823 PW 30.8 PSF M-'MAX DESIGN PRESSURE AND MAX I S- 18-5 88.4 PSF 80.8 PSF 28.7 PSF SHUTTER SPAN PER BEAM DESIGN SCHEDULE rxD'SC0.07YA1.224" 8'4' lzlr 85.3 PSF BOA P6P 28,2 PSF 10'4° 11-r 58.5 PSF 789 P8F 27.7 PSF 9 s BOTTOM SUPPORT BEAM 9 N.T.S. VERT SECTION V I • I #10x3"410 S.S.SCREW W/NYLON BUSHING AND WASHER-,,,- #10x3"410 S.S. (2)B•LONG 2"x2"x0.125" SCREW W/NYLON MIN GLASS SEPARATION BUSHING AND WASHER 6063.76 ALUMINUM -PER SCHEDULE(SHEET 1) #10x2°410 S.S. �MO•,• .r.q ANGLES PER BEAM END. SCREW W/WASHER (TOP AND BOTTOM) ANCHOR CONN.TYPE C5 �'�d�.'. �R x•41 / (3)1/4"-20 410 ---- REF.ANCHOR SCHEDULE 1/4'MAX NOTE:MAXIMUM ALLOWABLE SPANS AND / SS THRU-BOLTS 3/4-MAX 1 2 DESIGN PRESSURES FOR ALUMINUM PLATE - PER BFAM ENO ALUMINUM OR t MOUNTNG CONDITION PER TABLE BELOW. / --li WINDOW BLADES L M .+I"MIN. 1 Z W Z X€ / --g ° ALLOWABLE DESIGN ALLOWABLE DESIGN a" 7 W W 60fi3-T6 ALUMINUM PRESSURES FOR DETAIL 2/10 PRESSURES FOR DETAIL 2/10 I BEAM AND LIMITATIONS WITH W ALUMINUM PLATE: WITH 1/w ALUMINUM PLATE$ •t4�//�7 S yI OF USE PER BEAM$ DESIGN SCHEDULE B NAX DESIGN PRESSURE SPAN: MAX DESIGN PRESSURE: Z L!(�J N .140.7 peff-110.7 pef 7T +�•7PSt -T PN W IU ALTERNATE LEG I { 3/4--20 410 SS , #i4XN*410 SS 90' N 2.8 f-1129 00' _ _ • 5 petl pei G -I DNATE ON $ THRU-BOLTS W 12" MACHINE BOLTS AND tom. .. 939�ps t-938 108'_ '�• i 1/2`MIN. O.C.MAX. EXISTING NUTS®6"O.C.MAX. 12B" -_ •813➢N-78.2 PK 128' -•37 f•37 _- ,mi01'� F/EZ///, 1 4P +42.4pdT4M4pst 14a• +32.0 pef1�2.B pet CONCRETE HOST 5'> 'or 5xY.'6063-T6 ASSEMBLY A REVERY STRUCTURE(3KSI ALUMINUM PLATE G HOST OTHER KNUCKLE MINIMUM) Z iSTR11C 5"x1/4" OR 51#X1/8" PLATE TO 8 (T OxA'D B 5.5. I"e $ SCREW W/WASHER 2 EXISTING HOSTSTRUCTURE J '� _ � (TOP AND BOTTOM) ZO N.T.S. VERT SECTION (3)ANCHORS PER ANGLE: #14x3°410 S.S. SCREW W1 NYLON 1/4.MAX "� Yl 1/4-20"POWERS F CALK-IN ANCHORS WITH BUSHINGS�� =Z $ 7/e°MIN EMBED,3• + SPACING,AND DISTANCE 1 2 U 0 m #10x3'430 S.S. MIN EDGE DISTANCE TO MIN GLASS SEPARATION ALUMINUM OR SCREW W(NYLON in CON MINIMUM ( ) WINDOW BLADES J CONCRETE PER SCHEDULE SHEET i BUSHING AND WASHER ry M , 2 OR 1/4"ELCO b r O Q I CRETEFLEX ANCHORS eI31 �t WITH 1-314"MIN NOTE:MAX DESIGN PRESSURE AND MAX EMBED,3"SPACING, SHUTTER SPAN PER BEAM DESIGN SCHEDULE AND 2-1/2'MIPo EDGE 1/4'MAX a$o s DISTANCE TO 3350p5T ►~^_�• `I MINIMUM CONCRETE 1 INTERMEDIATE SUPPORT BEAM r 10 N.T.S. VERT SECRON Ir- 1 4 11 EPA CI DESIGN :7 § ALLOWABLE DESIGN PRESSURE 0 BOLTS ND1 U MACHINE a, :S BEAT SIZE SHUTTER SPAN BEAN SPAN BOTTgA INTERIAEDIATE BOLTS AND NUTS X. #14 BEAM BEAN SMS B'O.C.MAX. 8•.0^ 4.6' 749 PSF 74.0 Pte' 379 PSF EM 1" 6063-Tfi ALUMINUM ANGLE, gum 29b'x0.128` 84r S-1• 73.0 PSF 739 PSF 389 PSF To 2'xS'x0.125°MA IMLMI,10'4r r4r 73.0 PSF 73.0 PSF 38.0 PSF CHOR CONN.TYPE Cl 2'x5'xi1.125'MAXIMUM.6.41' t4'-0' 88.4 PBF 8t.0 PSF 312 gP$F EXISTING F.ANCHOR SCHEDULE 8 S>t $g 2"xV O.07YN.224• v-T 111$ 81.8 PSF 811 PSF 309 CONCRETE HOST 10'47' t0'•4" 61.1 PSF 82.3 PSF 30.5 STRUCTURE(3KSI NOTE:MAXIMUM ALLOWABLE SPANS AND 5'P lV4r 594 PSF 808 PSF 207 MINIMUM) DESIGN PRESSURES FOR ALUMINUM ANGLE 2�c W.072'IO324" 8'-0• 17.5 603 PSF 804 PBF 283 Pffi MOUNTING CONDITION PER TABLE BELOW. Ilia 10'47' 11=5 55.5 PSF 79.8 PSF j 27.7 PSF ALLOWABLE DESIGN $ PRESSURES FOR DETAIL 3/10 WITH!/'ALUMIDVUM ANGLE: SPAN MAX DESIGN PRESSURE: 72•_ :T-Iv•77.1 Pet Sir jar �.4 i$1.4peI 09-m-0001 128" 444.0 pU-44.0 pet SrALM 04 144' •3"WI.38.5pe1 P140XD lPRANS b 3 2"x5" ANGLE W/ WALKOVER TRACK 99 1O N.T.S. VERT SECTION f �1 I ANCHOR SCHEDULE f it D maOl� ANCHOR NOTES: o 0 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH O n MANUFAM)RERS'RECOMMENDATIONS. Z 2. TAPCONS MAY BE CARBON STEEL OR STAINLESS STEEL AND SHALL BE MANUFACTURED BY ITW. Q a6l 3. ENSURE MINIMUM 2.5`EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD .9 ry m o g FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL Q x R C 2z(MIN)WOOD STUD(i e.3/4•EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). -SOUTHERN g l S. WOOD HOST STRUCTURE SHALL BE PINE' G-O.SS OR GREATER DENSITY. NOTED IN ANCHOR 6. MINRNLR4 EMBEDMENT SHALL BE AS N yq� $ SCHEDULE MINIMUM EMBEDMENT AND EDGE DISTANCE ', Z EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS 3G CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE iEa02 ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND E3ifMEME£iMt�i� PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING COMMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. EXAM 02 PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. E� R! 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD -.2 (•SIDEWALK BOLT)U.N.O. M 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE 02 M N 13 CCEPTAB DESIGNATES ANCHORS WHICH ARE REMOVABLE. v MMM MMM m 0 03�EE is 0 , D39EaE01 'aiE£•siE7�iiEME�E131Q�m NO MMmQaL[�'a�EE'iI E�Ep��IiiE�'ilEi�i!112 E� KIM Si 11/4 ELOD CRETE1--M W/ ;I-W4�MINEMBED ���M�� �E�iE I ®��Mm Mmmm '� �EESiE€ai�E�E�a[EEy1Eai�i no EmME€1Q3a mm ®mEd3[iGI ®�m���m� . ,�1 ®' E�03'Ii� ®E�51FMFil� f �[ [£iE�iEla1[£a� ®M' MEMM (F�%Y � MMMEM I HAM M ® ce E�i7 ® MME9MMM MEM %///%i /% CRMcoaCMOM i %////ice %//% OR NORM %%/G INSERT „ ' i nagam�[ESfEMORE�li!'a1E€a7Ei�i �FSiEi,lE�RM aims' Memo aie�m�miaaKM Ear ®®EMEMI E K A //o/F 10 FM E iMr ///GKMNMI ®M®® //EMM 5/0 no ® Mr //�®�, / m �® "A �//�/." WOR"Im, %////////// 23001".04111, j////i /////:' /////�%///� /1 %i / //// i, Im � t:7EEiIE&LiE�EEa7[£1� �///��� //�/�/O�Ii�O��G. v/0 i i IMME/1 /ce - KIM Q�t�I [SI'i1�E€17i /, � ®N /%F a M OFD j� MEMj j��i3 �m //�'a m �/M M///��/�/ 17 �//�/1/0% .• e�s��' Q MEM EM 1 %////EME12 01//%, EFi'l�E� //�E*`..ai� /// ////[�� ///EEC%/// ����EEi7� /O/•O//�i,�� // WOOD SCREW wl I-In* EMSM — dE�[ ,E�E�ii ®� F£�iE£7mFE,iE�tflEiESi[ FELi ®EE�7 Ca10Eyi[� �.IEimE�iii�EF�iiE��iEE i, EE��EEri EFi mE�EEE�iiIE�E£ E€aiQiE€�iEi�E a'7a tE�E� ® E&3EE3liE E�mEEa�EME£3EMME€7110 H'ia ®M MIN EMBED _ME_� �Q�ff3ilEi���E�E�aIEFiiE�r1Q [ E*�EE&ait� Q���QF31Q�D�r �E�EEsi [�[ii1E�EiiES7. E�iii[£�ii +t�+ �:�• marm. EZri[MEW E€iiE rSiE�E�F�i��E�EMMEMEEStno cF'�® ' �L�IL�fE�Q�EEfiLS� E&7Ed7E�Ei�ilE €.aEE�EE�7[Sy7E�9E1f�E�E£,7 Fla f it D maOl� ANCHOR NOTES: o 0 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH O n MANUFAM)RERS'RECOMMENDATIONS. Z 2. TAPCONS MAY BE CARBON STEEL OR STAINLESS STEEL AND SHALL BE MANUFACTURED BY ITW. Q a6l 3. ENSURE MINIMUM 2.5`EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD .9 ry m o g FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL Q x R C 2z(MIN)WOOD STUD(i e.3/4•EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). -SOUTHERN g l S. WOOD HOST STRUCTURE SHALL BE PINE' G-O.SS OR GREATER DENSITY. NOTED IN ANCHOR 6. MINRNLR4 EMBEDMENT SHALL BE AS N yq� $ SCHEDULE MINIMUM EMBEDMENT AND EDGE DISTANCE ', Z EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS 3G CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING COMMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. fl R! 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD (•SIDEWALK BOLT)U.N.O. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE N 13 CCEPTAB DESIGNATES ANCHORS WHICH ARE REMOVABLE. v 09-M-0001 11