Laserfiche WebLink
�� <br /> MAX.BUCK�NIDTH • ~ <br /> MA7(.BUCK WIDTIi SEE TABLE 1 <br /> SEE TABLE 1 � Z8' MAX.BUCK WIDTH �{ <br /> 28' 12' � p' � SEE TABLE 1 I � 7 MAX. LI <br /> M�I+— � O C � SHEET 3 M� D,SEE --+-+ �— 4'MAX.O.C. I <br /> B,SEE SHEET 4 <br /> SHEET3 A,SEE <br /> SHEET 3 �Z�MAX. C,SEE <br /> A,SEE 12.� �_ SHEET4 <br /> SHEET 3 � / <br /> � 17.B6T MAX.O.G / / � <br /> � / � I � 17.8�MAX.O.C. � I I f ' <br /> / <br /> � I MAX.BUCK I 4'MAX. � O MAX.BUCK <br /> HEIGHTSEE MAX.BUCK �'�' HEIGNTSEE j <br /> �— TABLE 1 X TABLE 1 � <br /> X /� 10'MAX.O.C. O HET�LTESEE _ !1 <br /> Zr u : <br /> _I / ' � T I /_ i <br /> 13.773'MAX.O.C. X � — �0'MlJC.O. / <br /> � A -� / C <br /> � / q �3.P3'MAX.O.C. <br /> 6-1l2'MAX. g_�� j <br /> D�...------ 2'MAX. ` <br /> B NO ANCHORS AT SILL ( ~'I 1�— <br /> I B NO ANCHORS AT SILL f <br /> � <br /> ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEWlORIEL CONFIGURATION EQUAL-LITE CONFIGURATION ` <br /> EQUAL-LITE CONFIGURATION (COTTAGE SIMIIAR) (SIMILAR ANCHOR DIMENSIONS FOR O7HER CONFlGURA710NS) <br /> 1 <br /> TABLE 1: <br /> t <br /> GENERAL NOTES:SERIES 540D NON-IMPACT RESISTANT, Window Buck Slze Reinf. Design Pressure Certification j <br /> VINYL SINGLE HUNG WINDOW Width Hei ht Configuration Level + CAR Number ` <br /> 9 l )p� l-I Psf � � <br /> 1)THIS PRODUCT HAS BEEN DESIGNm 8 TESTED TO COMPLY WITH THE 4O" 63" EQUBI-IR@ R4 50.0 70.0 'I90-'I OZZ <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 6Z" EquaNite SHAPES MAY BE USED BY <br /> INSCRIBING THE SHAPE IN ` <br /> 2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X 36" 62" Std.PIDVIBW R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING ; <br /> INSTALLATIONS.'IX WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �^ 67-9I1G' CUStORI S8SI1 DESIGN PRESSURES FOR <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE t-112'THICK OR GREATER. THAT BLOCK SIZE FROM I <br /> 1X ANO 2X BUCNS(WNEN USED)SHALL BE DESIGNED TO PROPERLY 7RANSFER 52_�(g" $¢" EqUBI-Ilt@ iHE TABLE ON THIS SHEET, t <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND IN5TALIATON IS Tl-� <br /> RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHffECT OF RECORD,{AOR). 52-1/8' &4" Std.ProView R1 50.0 50.0 190-1021 i <br /> 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALLDRESSING 52-��8� 9�-�3/�6° CustomSash . <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLATIOfd 52_�/g° g�}^ EquaNite � <br /> ANCHORS SHOULD BE SEALED.OVERALL SEAlING1FLASHING STRATEGY FOR <br /> WATER RESISTANCE OF INSTALLATION SFIALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.PfOV18W R2 65.0 70.0 190-1026 <br /> BEYOND THE SCOPE OF 7HESE INSTRUCiION3. <br /> 52-1/8" 91-13/16" Custom Sash � <br /> ���:ni;ti, <br /> 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE •,�' •i„ , �, a <br /> PRODUCT IS NOi FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `,�\��I�� �:`���` �`.��i�,•!, � <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OT}1ER5,MUST 6E _, `;�=V;;, • ,- % t <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSE�ON THEM BY THE WINDOW. . ��� <br /> 5)T11E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE � VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 . '�' ''•-'��''�" . <br /> WINDLOADS CORRESPONDING TO THE REQUIRED OESIGN PRESSURE.THE � r - i <br /> 33-113%STRESS INCREASE HA5 NOT BEEN USEO IN THE�ESIGN OF THIS � GENERAL NOTES&ELEVATIONS �u" J ROSOWSKI �. , . G�� f <br /> PROOUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF � b�1_d (S J'- f <br /> ��;~: <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � � �= . 5i�'• ��' � <br /> DISSIMILARMATERIALSSHALLMEETTHEREQUIREMENTSOPTHEFLORIDA CERT,OFAUTIi.#29286 � �° '���� '�''•'��`• <br /> BUILDINGCADEFORCORR0.SIONRESISTANCE. ^ tiv `�,���, � •• ���=;�`\ ' <br /> 1070 TECHNOLOGY DRIVE � > • '":`nl.'�.'. � ; <br /> N.VENICE,FL 34275 � „ _ °�O '"" '� `` � t <br /> (941}480-1600 �SH-54D0 y NTS ` 1 OF 4 o z FPA-5400.0 �z A��N MILLER P.E. � <br /> � '� P.E.M 58705 <br /> h <br /> 1 <br />