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ft <br />27 x 24 GA . X- STRAPS @ EVERY <br />5 PURLN SPACING ONLY. <br />PAN HEAD SCREWS (TYP) <br />( PlEs. x H LOCATION <br />SD TEK 3) <br />22 PCS. EACH LOCATION <br />PURLIN <br />EAVE STRUT, / <br />RIDGE <br />2' x 24 GA SAG STRAP <br />(LOOP @ EVERY 5 PURLIN SPACING) <br />TYPICAL SAG STRAP DETAIL <br />(BRACED AT BOTTOM ONLY) <br />CANOPY <br />LAP <br />b E <br />I I <br />g � Q <br />ry <br />L�J <br />U <br />O <br />I � <br />N <br />N L- <br />O <br />O <br />ry <br />OI <br />l <br />Ln <br />PURLIN <br />LAP <br />A <br />0 <br />I <br />SOFFIT <br />LAP <br />�1 <br />IMPORTANT NOTES: <br />1. OIL CANNING OF PANELS IS NOT A CAUSE OF REJECTION. <br />2. EXTREME CARE MUST BE EXERCISED DURING ERECTION OF <br />ROOF PANELS AND TRIMSFOOT TRAFFIC MAY RESULT IN <br />PERMANENT PANEL DISTOinON AND FINISH ABRASION. <br />ERECTOR'S NOTE <br />------------------ <br />---------------------- <br />1. MEMBER SCREW AND STITCH SCREW PATTERNS AND <br />LOCATIONS SHALL BE IN ACCORDANCE MATH ROOF <br />AND WALL DETAILS SHOWN ON OWG.# E013 <br />2. GSC SUPPLIES 5% FOR OVERAGE AND ANY CLAIM <br />ON SHORTAGE BECAUSE OF NON-COMPLIANCE NTH <br />THE DRAWINGS SHALL NOT BE GSC'S RESPONSIBUTY. <br />3. IN THE EVENT THAT A DISCREPANCY OR ERROR ARISES <br />NTH MATERIALS SHIPPED FOR THIS PROJECT OR ON THESE <br />ERECTION DRAWINGS, THE ERECTOR/INSTALLER MUST NOTIFY <br />CSC PRIOR TO CORRECTING. IF GSC IS NOT NOTIFIED, <br />GSC HALL NOT HONOR BACKCHARGES BY ANY PARTY INVOLVED. <br />(2) 1/2-Ox 1- A307 (STITCH) <br />BOLTS @ 5'-0* MAX. O.C. <br />NESTED PURLIN CONNECTION <br />EB-1 <br />8 <br />A325 <br />5/8" <br />2" <br />EB-1 <br />W1Ox12 <br />P-7 <br />10x25Z16 <br />EB-2 <br />8 <br />A325 <br />5/8" <br />2" <br />EB-2 <br />W10x12 <br />P-8 <br />1Ox25Z12 <br />EB-3 <br />6 <br />A325 <br />5/8" <br />2" <br />EB-3 <br />W1Ox12 <br />P-9 <br />1Ox25Z12 <br />EB-4 <br />6 <br />A325 <br />5/8" <br />2" <br />EB-4 <br />W1Ox12 <br />P-10 <br />10x25Z14 <br />EB-5 <br />6 <br />A325 <br />5/8" <br />2" <br />EB-5 <br />W1Ox12 <br />P-11 <br />10x25Z16 <br />EB-6 <br />8 <br />A325 <br />5/8" <br />2" <br />EB-6 <br />W1Ox15 <br />P-12 <br />1Ox25Z16 <br />P-1 <br />P-2 <br />10x25Z26 <br />1Ox25Z12 <br />P-13 <br />P-14 <br />1Ox25Z16 <br />1Ox25Z16 <br />P-3 <br />1Ox25Z14 <br />P-15 <br />1Ox25Z12 <br />P-4 <br />10x25Z14 <br />E-1 <br />L10ES12 <br />P-5 <br />10x25Z14 <br />E-2 <br />L10ES12 <br />P-6 <br />10x25Z16 <br />E-3 <br />L10ES12 <br />E-4 <br />L10ES12 <br />E-5 <br />L10ES12 <br />E-6 <br />L10ES12 <br />I <br />E-7 L1OES12 <br />E-8 L10ES12 <br />E— 9 1Ox25Z26 <br />E-10 1Ox25Z12 <br />E-11 1Ox25Z14 <br />E-12 10x25Z14 <br />E-13 1Ox25Z14 <br />E-14 1Ox25Z16 <br />E-15 10x25Z16 <br />E-16 10x25Z12 <br />E-17 L10ES12 <br />E-18 L10ES12 <br />E-19 L10ES12 <br />E-20 L10ES12 <br />E-21 L10ES12 <br />MEMBER TABLE <br />ROOF PLAN <br />MARK PART <br />E-22 L10ES12 <br />E-23 L10ES12 <br />E-24 L10ES12 <br />E-25 L10ES12 <br />CB-13 CB0250 <br />CB-14 CB0250 <br />CB-3 CB0250 <br />CB-4 CB0250 <br />P-16 1Ox25Z26 <br />P-17 1Ox25Z12 <br />P-18 10x25Z14 <br />P-19 1Ox25Z16 <br />P-20 1Ox25Z14 <br />P-21 1Ox25Z12 <br />P-22 1Ox25Z12 <br />P-23 1Ox25Z14 <br />FOR <br />=RMIT <br />I rn <br />o� <br />B <br />PS1 <br />(79) <br />_ <br />I rn <br />N <br />ROOF <br />SHEETING <br />PANELS: 26 Go. PBR — <br />Saddle Tan S2000 / <br />3 — 3 � +— <br />3 + 3 - 3 = '— <br />3 — 3 <br />�� 11 <br />, , <br />3'-1' 3'-1' <br />, <br />3'-1' 3'-1" 3'-1" <br />3'-1" 3'-1" <br />,�� O Q+ <br />ROOF & SOFFIT FRAMING PLAN <br />•'�y <br />• • <br />NOTE: <br />1. Use member screws spaced @ 6" on shaded area <br />�, <br />7 25•••%* <br />O = <br />PUPoJN <br />2. Provide (4) 1/2"-0 A307 M. bolts @ purl in— to— rafter connection along Fr. Ln. 2 I' <br />Tk <br />3. 3 psf collateral load for drop ceiling 10' above FFIL <br />A�UIV�, <br />¢ <br />THERS <br />4. Roof Insulation (By Others) <br />: <br />CONNECTION BOL <br />BY OTHERS <br />*BY <br />MIDGE UNE <br />TF <br />SEALING OF THIS DRAWN T IM A <br />OR CONSTITUTE THAT 'SCS IN <br />IS THE ENGINEER OF RECORD <br />FRAME BEYOND <br />Y-O' P <br />MEMBER SCREWS <br />PROFESSIONAL FOR THIS PRO • R ` •�\ ��� <br />DESIGN OF THE METAL BUILDING • •..•• <br />� <br />ROOF PANELS <br />FURNISHED BY GSC IS INCLUDED. <br />ANALYSIS, ELECTRICAL, AND MECHAN <br />SYSTEMS, AND/OR OTHER PARTS SUPPLIH <br />$ <br />ANYONE OTHER THAN GSC ARE SPECIFICALLY <br />EXCLUDED. NO INSPECTION OR SUPERVISION IS <br />IMPLIED. <br />NOTE' <br />CONTINUOUS TAPE SEATER Y 4, <br />ISSUE DESCRIPTION DATE DRN CHK DES. <br />DESCRIPTION ROOF & SOFFIT FRAMING PIAN & ROOF SHEETING <br />COLLATERAL LOAD MUST BE SUSPENDED <br />FROM THE WEB OF PURLINS AND NOT <br />%'x1i (STANDARD) <br />1'X'a (OP110NAL) BTRUN <br />A APPROVAL/PERMIT 5/A/12 NMH JYW JEP <br />CUSTOMER Sunrise Properties <br />FROM THE PURLIN FLANGE. <br />(MUST BE SPECIFIED ON ORDER) <br />B CONFIRMATION 6/29A2 JMD MYG JEP x . <br />END USER Sunrise Properiies <br />TYP. COLLATERAL LOAD FIXING DETAIL <br />RIDGE PANEL DETAIL <br />e <br />END USE Commercial <br />LOCATION 6520 Fort King Road Zeph rhills, FL 33542 <br />STL26A <br />('PBR' PANEL) <br />M 1 — JYW —a JEP a.,.. <br />NMH NOT TO SCALE <br />- Z6' 859 .� 9u <br />6295 A Main w �. E001 -- <br />