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<br /> �ENE�+�Na,��: INSTALLATYON ANCHORAGE DETAILS °
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<br /> 1 TNIS PR6DUCT HAS BHEN TES7ED,EVALUATED AND dESiGNED TO THE QESIGN PRESSURE{S}STATED �NSTALLATION NOTES: , w �
<br /> HEREIN IN CQMPLIANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING COpE•BUIL DING AND '
<br /> RESIDENTIAL VOLUMES,PERFORMANCE STANDARD9 USED IN TESTING;AAMANJDMAlCSA 1. PRODUCT ANCHpRS SHALL BE AS pESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION ppCUMEN7 ANCHOR � o
<br /> 1011LS2tA440-05 AND AAMAtWDMAlCSA tOtfl.521AA40-?1. EMBEDMENT AND EOGE DISTANCE EXCLtfDE WALL F.INISHES,INCI.URlNG BU7 NaT LIMITE6 To STUCCO,FOAM,BRtCK VENEER ANo a
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<br /> 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON 31GNED AND SEALED TEST REPORT ?
<br /> NOd7113.02-501-47 AND ASSOCIATED LABORATORY DRAWINGS 6Y ARCHITECTURAI 7ESTING,INC. 2. SEE INSTACLATIONANCHOR SCHEqULE ON SHEET 2 FQR TYPE AND GRADE QF ANCHOR,AND/OR MANUFACTURER'S ANCHOR a
<br /> SPECIFICATIONS,INGLUDING MlNIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SllBSTRATE AND MINIMUM EDGE D3S7ANCES. y
<br /> 3.THlS PRODUCI EVAlUAT30N DdCUMENT 1S N4T FOR USE!N TNE HIGH VE�4GtiY HURRIGANE ZdNE 2,1, Ep�E DISTANCES SHAIL BE MEASURED FROM GENTERLINE OF ANCHOFt Td EDGE OF STRUCTURAC SUBSTRATE EITHER TO THE Z
<br /> (HVHZ). IN7ERIOR dR EXTERIOR OF THE FENESTRATION PRODUCT. � � o 0
<br /> 22. MINIMUM EMBEDMENT SHALL BE BASED pN PENETRATION IN70 MAIN W�ND FORCE RESISTING SYSTEM SUBSTRATE.
<br /> A.ADEQUACY OF 7HE EXISTtNG STRUCTURA�CONCRETE t MAS4NRY AND 2X FR4MlNG FRAMING Z � � LL
<br /> SUBSTRATES AS A tv]AIN WINd FORCE RESISTtFlG SYSTEM GAPABLE OF WITHSTANDlNG AND 3, SEE SHEETS 5 THROUGH 8 FOR SPEGIFIC ANCNOR INSTALLATION DETAILS. ti ��� o
<br /> TRANSFERRING APPLIED PRODUCT LOADS TO THE F4UNDATION IS THE RESPONSIBILITY OF THE 3w � � N
<br /> LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHIT6CT ACTING AS THE DESIGN q.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANGHOR LOCATION SHOWN. m
<br /> PRQFESSIONAL OP RECORD FOR THE PROJECT OF(NSTAILATION. p �� �
<br /> 5.ARiGHOft 4UANT1'flE5 ANO SPAGING!EMBEDMENF AHD EDGE DlSTANCE O�m��
<br /> 5.1X AND 2X BUCKS(WHEN USED)SHALL BE pESIGNED AND ANGHORED TO PROPERLY TRANSPER ALL 5.L THE NUMBBR OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.) � �
<br /> LOADS TO THE STRUCTURE. BUGK DESIGN AND INSTALLATION IS THE RESPONSI6ILITY OF THE SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4. z o N zw �� �
<br /> LICENSED PR4FESSIONAL ENGINEER OR REGlSTERED ARCHITBGT ACTING AS THE DESIGN 52. END DISTANCES AN6 Q.C.SPACINGS LESS TNAN THA7 SHOWN IN THE ELffVATIONS ON SHEETS 3 AND 4 ARE ACCEP7ABLE. ¢m�'a� � z
<br /> PRC7FESSIONA�OF RECORD FOR THE PROJ6CT QF INSTALIA,TIC}N. 5,3. FOF2 WINDi7W SIZES SMACLER TNAN TH6SE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE MA(NTA1NiNG EDGE DISTANGE �67��Z � �
<br /> AND 0.0.SPACIMG REQUIREMENTS. O V �z o �
<br /> 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BA5ED ON THE LOWER OF ANCHpR SPACING USED IN TESTING OR REQUIRED Z?�z0 � �
<br /> THlS PRODUCT REQUIRES OPENING PROTEGTION IN ACCORDANCE WITH CURRENT EDITION OF THE BY LOADING AT DESIGN PRESSURE. ���v�g ��
<br /> F3.ORIDA BUIl.DING GODE-BU2L DING AND RESlDENTIAI.VOLUMES USING AN APPROVED IMPACT 5.5. SEE EMBEDMENT AND EOGE DISTANCE DESCftlPTiON 4N SHEET 2, a o�Qa �
<br /> Pi20TECTION DEVICE. v a ryf- g�
<br /> 6. MAXIMUM ALLOWABLE SHIM THICKNE55 IS 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREA7ER OCCURS.SHIM(S)SHALL BE c N NZ gLL�
<br /> 7 SITE CONDI710NS NOT COVEREp IN THIS PRODUCT EVALUATION DOCUMENTARE SUBJECT TO CONSTRUCTED OF WOOD COMPOSITE,HIGH LIENSITY PLASTIC OR SIMILAR l.OAD BEARING MATERIAL ; �
<br /> •ADDlTIONA�ENGINEEft1R'G ANAI.YStS BY A l.ICENSED PR6FE5510NAL ENGINEER OR REGISTEl2ED �� [��
<br /> ARCNITECT AS RE�UIR80 BY THE AUTNdRiTY HAVING dURISDtCT10N. 7. FOR CdNCRETE BLOCK APPLtCATIONS DO NOT 1NSTALL INS7ALLATION ANCHORS INTO MORTAR JOINTS. � #�
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<br /> 8.WINDOW FRAME MATERIAL.VINYL(PVC). 8. INSTAI.LATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WI7H ANCHOR MANUFACTURER'S INSTALI.ATION INSTRUCTIONS AND .� g&��
<br /> ANCHORS SHACL NOT BE USEQ IN SUBSTRATES WITH STRENGTHS�ESS THAN T}iE MIN(MUM STRENGTH SPECIP(ED IN THE � � $ �
<br /> 9.GViSS MEETS THE REQUIREMENTS OF ASTM E1300-09a. lNS7ALLA7IONANCHOR SCNEDUtE ON SHEET 2.
<br /> 10. DESIGNATIONS"X"9TANDS FOR OPERABLE LITElSASH AND"O"STANDS FOR FIXED LITE. � � � �
<br /> 11. THESE bRAWINGS CERTIFY ThtE WINDDW INSTACtATION ONIY WATER PROOFING dF TFiE
<br /> INSTALLED WINDOW IS NOT PAR7 OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY
<br /> SHALL BE THAT OF THE MANUFAC7URER ANDlOR THE INSTALI.ER.
<br /> PERFORMANCE RATlNG—DE5t6N PRESSURE(DP)(psfj
<br /> TABLE OF CONTENTs Frame Size(in) Glazing Detail Glazing Description Reinforcement DP(psf)
<br /> SHEET SHEET DESCRIPTION Fixed Nleeting Rait and Cack Rai) +/-30
<br /> 1 GENERAL NOTES,INS7ALLATION NOTES,7ABLE OF CONTENTS Detai�A and C 3&"O.A,:1/8"Annealed x'/x" RobeAJ.Amaruso,P.E.
<br /> 52x75 Sheet 9 5pacer x 1/8"Annealed Fixed Meeting Rail,Lock Rail and Bottom Rait +/-35 Flarida P.E.No.49752
<br /> 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE L115TANCE Fixed Meeting Raii,lock Rait,Bottom Rail and Stifes +/-4Q DigicaUy signed by
<br /> 3 FIN FRAME ELEVATION WI7H ANCHORING LAYOU7 s�� , Robert J.Amoruso,
<br /> Detail B and D � a•A.:3/32"Annealed x Fixed Meeting Rait and Cock ftail +/-35 p E
<br /> 4 THROUGH-FRAME ELEVATIQN WITH ANCHORING LAYOUT 40x75 9/16"5pacer x 3/23" Fixed Meeting Rail,Lock RBiI and Bottom Rail +40/-45 DN:cn=Ra6ert1.
<br /> 5 VERTICAL SECTIONS 1 FiN PRAME INSTALLATION Sheet 9 Anneated Fixed Meeking Raii,lock Rafl,Battom Raii and Stiles 'Fl�SO .60�Q.t���EEN��p�� Amoruso,P.E.,
<br /> .s- o=PTCProduct
<br /> %"O.A.:3/32"Annealed x Fixed Meetin Rait and Lock Raii +40-45 " •4T52 '�=
<br /> 6 HORIZONTAL SECTIONS/FIN FRAME INSTALLATION DOtail B 8nd D g J �� �� ,:Design Group,LLC,
<br /> 36x75 9/16"5pacer x 3/23" Fixed Meeting Rail,Lock Rail and Bottom Rail +45/-50 vu'�`"sr.E aF ru�,�<ou=FL P.E.No.
<br /> 7 YERTICALSECTIONS/THROUGH-FRAMEINSTAI.LATION Sheet9 ;°••� �•=w-�44752,fBPfiCert,of
<br /> A�nealed Fixed Meetirtg Ra3I,Catk Rail,Bottom Rail end Stiles +SOI-70 '',`�s'sfoNAtE�a,�`'' Antfi.No.25935,
<br /> S HOR¢pNTAt SEC7IONS 1THROUGH-FRAME INSTALIATION Fixed Meeting Rail 3nd Lock ROiI +/-25 ' email=robert@ptc-
<br /> 9 GLAZING DETAILS Detail A and C %"O.A,:1/8"Annealed x h" corp.com,c=US
<br /> S6x84 Fixed Meeting Rail,Lotk Rail and 6ottom Reil +30/-35 Date:zot4.o7.za
<br /> Shest 9 Spacer x 1j8"Annealed
<br /> 10 ���� BICL OF MATERiAC$— - ' - - - - - 'Fixed�Meetillg Rail,GO[�t Rail;�Bottom-RBif-and-Sti�ES-—+�f 7Q—— — - ��— t73i53-44'00' - —
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