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96-6048
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1996
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96-6048
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Last modified
3/4/2009 2:50:05 PM
Creation date
7/19/2006 9:20:47 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-6048
Building Department - Name
MOORE,CASANDRA
Address
5423 18TH ST
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<br />~ 1M [Q) <br />[?)[E ~ <br />[P)[E~ <br />[P)[E3) <br />[P)[E~ <br />~[R1~ <br />@[g1~ <br />\VJtl~ ~ <br />\VJtl~?2 <br />W1J~~ <br />~[Q)~ <br />~[Q)~ <br />{P) [Q) ~ <br />~~~ <br />~~~ <br />~~?2 <br />~~~ <br />~~~ <br />~(C~ <br />~~@ <br />~~7 <br />~(ct83 <br /> <br />INDEX <br /> <br />BUILDING CODES <br /> <br />-INDEX/LICENSED IN-HOUSE ENGINEERING/GENERAL NOTES <br />-TYPICAL GLASS ROOM PLANS & ELEVATIONS. <br />-TYPICAL SCREEN ROOM PLANS & ELEVATIONS. <br /> <br />1. DESIGN COMPLIES WITH CHAPTER 16 OF T'rlE STANDARD BUILDiNG CODE 1994 EDITION, INCLUDING APPLICABLE WIND LOADS <br />AND PROViSIONS OF SBCCI SSTD 10-93. <br />2. DESIGN COMPLIES WITH BOCA NATIONAL BUILDING CODE 1993 EDITION. <br />3. DESIGN COMPLIES WITH TEXAS DEPARTMENT OF INSURANCE WiNDSTORM RESiSTANCE GUIDE 6-89. <br />. FOR IN-LAND AREAS USE 110 M.P.H. TABLES. <br />. FOR SEAWARD AREAS USE 120 M.P.H. TABLES. <br /> <br />STRENGTH OF MATERIALS <br /> <br />-TYPICAL H-BAR GLASS ROOM PLANS & ELEVATIONS. <br />-TYPICAL 3" MODULAR GLASS/SCREEN ROOM PLANS & ELEVATIONS. <br />-TYPICAL SLOPED ROOF. <br /> <br />1. CONCRETE ( STANDARD STONE AGGREGATE ) <br />FOUNDATION & SlAB ON GRADE f ' c = 3000 psi @ 28 DAYS <br /> <br />2. REINFORCED STEEL DEFORMED BARS ASTM A61 5 GRADE 60 <br /> <br />3. ALUMiNUM COMPONENTS <br />a. COMPOSITE PANELS 3105 H14 OR H2S <br />b. BEAMS 6063- T6 <br />c. Roof pone! core material EPS x 1.0# density. <br />d. All fasteners must be suitably coated, treated or stainless steel. <br />e. Minimum spacing for fosteners sl10ll be four times tl1e nominal fastener diameter and fasteners sl1all not be placed <br />within four fastener diameters of any edge. <br /> <br />- TYPICAL GABLE ROOF. <br />-TYPICAL GLASS/SCREEN ROOM WALL SECTIONS. <br />-3" MODULAR SYSTEM TYPICAL CONNECTION DETAILS <br />-TYPICAL H-BAR WALL ASSEMBLY <br /> <br />GLASS ROOMS <br /> <br />1. REFER TO SUPPLIED DESIGN iNFORMATION ON EXTRUSIONS, PANEL CHARTS, CONNECTIONS AND FOUNDATIONS FOR SPECIFiO <br />APPLICATIONS AS REQUIRED. <br />2. THE iNFOR!v'ATION CONTAiNED ON THE ENCLOSED SHEETS is I.'<TENDED AS A MiNIMUM GENERAL GUIDEliNE AND DOES NOT <br />EXCLUDE THE USE OF ALTERNATE DETAILS WHERE ACCEPTED BY THE ENFORCING AGENCY AND/OR DESIGNED BY A <br />PROFESSIONAL ENGiNEER. <br /> <br />-TYPICAL CONNECTIONS DETAILS. <br /> <br />- TYPICAL CONNECTIONS DETAILS. <br />-PANEL DESCRIPTIONS. <br /> <br />3. WALL MEMBERS AND COLUMNS SHALL BE CONSIDERED AS BOTH VERTICAL LOAD BEARiNG ELEMENTS AND AS MEMBERS <br />SPANNiNG VERTICALLY TO RESiST THE SOLID WALL lOADS. <br />4. ROOF PANELS FOR THESE STRUCTURES SHALL BE DESIGNED FOR AN ENCLOSED STRUCTURE PER sac REQUIREMENTS. <br /> <br />-8EAM SPAM CHART <br />-ALUMINUM SNAP-N-LOCK PANEL OPEN STRUCTURE SPAN CHART. <br />-ALUMINUM SNAP-N-LOCK PANEL ENCLOSED STRUCTURE SPAN CHART <br />-O.S.8./ALUMINUM HALF-SNAP PANEL OPEN STRUCTURE SPAN CHART, <br />-O.S.8.jALUMINUM HALF-SNAP PANEL ENCLOSED STRUCTURE SPAN CHART. <br />-0.S.8. PANEL OPEN STRUCTURE SPAN CHART. <br /> <br />SCREEN ROOMS <br /> <br />1. REFER TO SUPPLIED DESIGN iNFOR!v'ATION ON EXTRUSIONS, PANEL CHARTS, CONNECTIONS AND FOUNDATIONS FOR SPECIFIC <br />APPLICATIONS AS REQUIRED. <br />2. THE INFORMATION CONTAiNED ON THE ENCLOSED SHEETS is iNTENDED AS A MINIMUM GENERAL GUIDELINE AND DOES NOT <br />EXCLUDE THE USE OF ALTERNATE DETAILS WHERE ACCEPTED BY THE ENFORCING AGENCY AND/OR DESIGNED BY A <br />PROFESSIONAL ENGiNEER. <br />3. POSTS AND COLUMNS SHALL BE CONSIDERED AS BOTH VERTICAL LOAD BEARiNG ELEMENTS AND AS ME~ABERS SPANNiNG <br />VERTICALLY TO RESiST LATERAL LOADS. <br />4. ROOF PANELS FOR THESE STRUCTURES SHALL BE DESIGNED FOR AN OPEN STRUCTURE PER SBC REQUIREMENTS. <br /> <br />COMPOSITE PANELS <br /> <br />-O,S.8. PANEL ENCLOSED STRUCTURE SPAN CHART. <br /> <br />1. COMPOSITE ROOF AND WALL PANELS MAY BE iNSTALLED OVER NE,tf OF, EXiSTiNG WOOD FRAME STEEL FRAME 0,'< MASO'<RY <br />SUB-STRUCTURES. ' <br />2. COMPOSITE ROOF AND WALL PANELS COMPLY WITH CHAPTERS 7 & 26 OF THE STANDARD BUILDING CODE 1994 ED.. <br />3. IF A T1-1ERMAL BARRIER IS REQUIRED THE APPLICATION OF 1/t' GYPSUM WALLBOARD OR EQUIVALENT IS NECESSARY. <br /> <br />-STEEL SNAP-N-LOCK PANEL OPEN STRUCTURE SPAN CHART. <br /> <br />-STEEL SNAP-N-LOCK PANEL ENCLOSED STRUCTURE SPAN CHART. <br /> <br />.' <br /> <br />WINDOWS & DOORS <br /> <br />IN~HOUSE <br /> <br />1. STRUCTURAL AlUMiNUI-A SUPPORT AND FRAMING MEMBERS USED IN NEW CONSTRUCTION OR RETROFIT OF GlASS PA."<E <br />WiNDOWS AND/OR DOORS UNDER NEW OR EXISTiNG ALUMiNUM PANEL ROOFS SHAll COMPLY W\l11 THE DESIGN <br />REQUIREMENTS OF THE SBC. <br /> <br />2. GlASS PANE WiNDOW AND/OR ALUMINUM 000,'< ROOM ENCLOSURES SHALL COMPLY WITH THE ELECTRICAL REQUIREMENTS <br />OF T1-1E N.E.C. <br /> <br />3. ALUMiNUM PRiME WiNDOWS & SLIDING GlASS DOORS SHALL COMPLY WITH A.N.S.I../AAMA VOLUNTARY SPECIFICATIONS <br />101-88. <br /> <br />4. POLY VINYl CHLORIDE PRIME WiNDOWS AND SLIDiNG GlASS DOORS Sf-'ALL COMPLY WIl11 A.N.S.I./AAM.A. VOLUNTARY <br />SPECIFICATIONS 101 V086. <br /> <br />5. GLASS PANE WiNDOW AND/OR DOOR ROOM ENCLOSURES CONSTRUCTED UNDER NEW OR EXISTING PITCHED COMPOSITE <br />PANEL ROOFS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN (7'-0"). <br /> <br />6. ALL EXIT/ENTRY DOORS IN GLASS PANE WiNDOW ENCLOSURES SHALL BE A MiNIMUM OF ONE AND ONE HAlf iNCH (1.5") <br />THICK PRIME ALUMiNUM DOORS. DOOR GlASS Sf-'ALL COMPLY WITH REQUIREMENTS OF THE SBC. <br /> <br />LICENSED <br /> <br />ENGINEERING <br /> <br />[L@W[f@ITi)@@ ~Cl ~@[fl)m)(~tl'U~ ~a~Cl REGISTERED STATES <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT AU,BAMA L1C.# 19177 TENNESSEE L1C.N 23458 <br /> ARIZONA L1C.# 27263 TEXAS L1C.N 76926 <br />1139 HERBERT STREET FLORIDA L1C.N 16644 N. CAROLINA L1C.N 20791 <br />PORT ORANGE. FLORIDA 32119 GEORGIA L1C.N 09536 S. CAROLINA L1C.N 16689 <br />TEL. (904) 767-4774 KENTUCKY L1C.N 17050 MISSISSIPPI L1C.N 12815 <br />LOUISIANA L1C.N 25358 <br /> <br />REVISIONS <br /> <br />i'i'N <br />IJ)NO <br />NU:>CO <br />IJ)NN <br />I I I <br />0l1J)'t <br />NIJ)IJ) <br />NCOCO <br />I I I <br />01"'):<1 <br />o~~ <br />COCO CO <br />.!--Jx <br /><1:<1: <br />wUI..1.. <br />00 <br />--J <br />3 <br />Z <br />o <br />i= <br /><I: <br />Z <br /> <br /> <br />~ <br />,.,..1m <br />((~ <br />pm <br />> <br />t)1Jl <br />:J~ <br />1t~ <br />~:J <br />. !D <br />111 <br /> <br />~ <br />cg <br />(g <br />i <br />i!M <br />@. <br />i!M <br />cg <br />(g <br />~ <br />@ <br />M, <br />@ <br />i <br />~ <br /> <br />o <br /><1:<1: <br />00 <br />~- <br />~ <br />~o <br />z-J <br /><1:1..1.. <br />III _ <br />~~ <br />;:)<1: <br />Ill~i' <br />(/)i' <br />OOU:> <br />IJ)-J't <br />:<10:<1 <br /> <br />SCALE: <br />NONE <br /> <br />DATE: <br /> <br />05-02-96 <br />DRAWING #: <br /> <br /> <br />SHE:E:T # <br /> <br />~~[Q) <br />
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