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<br />REVISIONS <br /> <br />INDEX <br /> <br />BUILDING CODES <br /> <br />1. DESIGN COMPLIES WITH CHAPTER 16 OF THE STANDARD BUILDiNG CODE 1994 EDITION INCLUDiNG APPLlCABU" WIND LOADS <br />AND PROViSIONS OF SBCCI ssm 10-93. ,- <br />2. DESIGN COMPLIES WITH BOCA NATIONAL BUILDiNG CODE 1993 EDITION. <br />3, DES!GN COMPLIES WITH TEXAS DEPARTMENT OF INSURANCE WiNDSTORM RESISTANCE GUIDE 6-89, <br />. FOR IN-LAND AREAS USE 110 M,P.H. TABLES, <br />. FOR SEAWAHD AREAS USE 120 M,P.H, TABLES, <br /> <br />mM[Q) <br />[?)~ II <br />[?)[g~ <br />[P)~~ <br />[p)~~ <br />~[g111 <br />@fR111 <br />WW~l] <br />o/J/J~~ <br />o/J/J~~ <br />~[Q)l] <br />~[Q)~ <br />[P)[Q) II <br />~(c;il <br />~(Gll <br />~~~ <br />~~~ <br />~~ <br />~~~ <br />~CC@ <br />~CCfl <br />~~ <br /> <br />-INDEX/LICENSED IN-HOUSE ENGINEERING/GENERAL NOTES <br />-TYPICAL GLASS ROOM PLANS & ELEVATIONS. <br /> <br />I"-I"-N <br />ll)NO <br />N<OCXl <br />ll)NN <br />I I I <br />O'lll)-t <br />Nll)ll) <br />NroCXl <br />I I I <br />0t<1:<) <br />0--- <br />roCXlCXl <br />I <br />_-J>( <br /><< <br />wUU- <br />00 <br />--J <br />3; <br />Z <br />o <br />~ <br />< <br />z <br /> <br />-TYPICAL SCREEN ROOM PLANS & ELEVATIONS. <br /> <br />STRENGTH OF MATERIALS <br /> <br />1, CONCRETE ( STANDARD STONE AGGREGATE) <br />FOUNDATION de SLAB ON GRADE f ' c = 3000 psi @ 28 DAYS <br /> <br />2. REiNFORCED STEEL DEFORMED BARS ASTM A615 GRADE 60 <br /> <br />3, ALUMiNUM COMPONENTS <br />a. COMPOSITE PANELS 3105 H14 OR H2S <br />b, BEAMS 6063- T6 <br />c, Roof panel core material EPS x 1.0# density, <br />d, All fasteners must be suitably coated, treated or stainless steel. <br />e, Minimum spacing for fasteners shall be four times the nominal faster,er diameter and fasteners shall not be placed <br />within four fastener diameters of any edge, <br /> <br />-TYPICAL H-BAR GLASS ROOM PLANS & ELEVATIONS. <br />-TYPICAL 3" MODULAR GLASS/SCREEN ROOM PLANS & ELEVATIONS. <br />-TYPICAL SLOPED ROOF, <br /> <br />-TYPICAL GABLE ROOF. <br /> <br />- TYPICAL GLASS/SCREEN ROOM WALL SECTIONS. <br />-3" MODULAR SYSTEM TYPICAL CONNECTION DETAILS <br />-TYPICAL H-BAR WALL ASSEMBLY <br /> <br /> <br />GLASS ROOMS <br /> <br />1. REFER TO SUPPLIED DESIGN INFORMATION 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 ENG',NEER, <br />3. WALL MEMBERS AND COLUMNS SHALL BE CONSIDERED AS BOTH VERTICAL LOAD BEARiNG ELEMENTS AND AS MEMBERS <br />SPANNING VERTICALLY TO RESIST THE SOUD WALL LOADS, <br />4, ROOF PAI"ELS FOR THESE STRUCTURES SHALL BE DESIGNED FOR AN ENCLOSED STRUCTURE PER SBC REQUIREMENTS. <br /> <br />-TYPICAL CONNECTIONS DETAILS. <br /> <br />-TYPICAL CONNECTIONS DETAilS. <br />-PANEL DESCRIPTIONS. <br /> <br />~ <br />~ <br />@ <br />i <br /> <br />i'<1'dl <br />@, <br />!!11dI <br />~ <br /><<;) <br />IQi: <br />2 <br />@ <br />~ <br /> <br />SCREEN ROOMS <br /> <br />-BEAM SPAM CHART <br /> <br />1, REFER TO SUPPLIED DESIGN iNFORfi.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 MEMBERS SPANNiNG <br />VERTICALLY TO RESIST LATERAL LOADS, <br />~, ROOF PANELS FOR THESE STRUCTURES SHALL BE DESIGNED FOR AN OPEN STRUCTURE PER sac REQUIREMENTS, <br /> <br />-ALUMINUM SNAP-N-LOCK PANEL OPEN STRUCTURE SPAN CHART. <br />-ALUMINUM SNAP-N-LOCK PANEL ENCLOSED STRUCTURE SPAN CHART <br />-O.S.B./ ALUMINUM HALF -SNAP PANEL OPEN STRUCTURE SPAN CHART. <br />-O.S.B./ALUMINUM HALF-SNAP PANEL ENCLOSED STRUCTURE SPAN CHART. <br />-O.S.B. PANEL OPEN STRUCTURE SPAN CHART. <br /> <br />o <br /><< <br />00 <br />0:: - <br />0:: <br />~o <br />z-J <br /><u- <br />en _ <br />0::0:: <br />::)< <br />en:::E1"- <br />(/)1"- <br />00<0 <br />L.(')-J-t <br />t<10t<1 <br /> <br />COMPOSITE PANELS <br /> <br />,. COMPOSiTE ROOF AND WALL PANELS MAY BE INSTALLED OVER NEW OR EXISTING WOOD FRAME, STEEL FRAME OR MASONRY <br />SUB-STRUCTURES, <br />2, COMPOSITE ROOF AND WALL PAI\ELS COMPLY WITH CHAPTffiS 7 de 26 OF THE STANDARD BUILDiNG CODE 1994 ED" <br />3, IF A THERMAL BARRIER IS REQUIRED THE APPLICATION OF 1/Z' GYPSUM WALLBOARD OR EQUIVALENT IS NECESSARY. <br /> <br />-O.S.B. PANEL ENCLOSED STRUCTURE SPAN CHART. <br /> <br />SCALE. <br />NONE <br /> <br />DATE. <br /> <br />-STEEL SNAP-N-lOCK PANEL OPEN STRUCTURE SPAN CHART. <br />-STEEL SNAP-N-LOCK PANEL ENCLOSED STRUCTURE SPAN CHART. <br /> <br />05-02-96 <br />DRAWING #: <br /> <br /> <br />" <br /> <br />WINDOWS & DOORS <br /> <br />1. STRUCTURAL ALUMiNUM SUPPORT AND FRAMING MEMBERS USED iN NEW CONSTRUCTION OR RETROFIT OF GLASS PANE <br />WiNDOWS AND/OR DOORS UNDER NEW OR EXISTING ALUMiNUM PANEL ROOFS SHALL COMPLY WITH THE DESIGN <br />REQUIREMENTS OF THE SBC. <br />2. GLASS PANE WINDOW AND/OR ALUMiNUM DOOR ROOM ENCLOSURES SHALL COMPLY WITH THE ELECTRICAL REQUIREMENTS <br />OF THE N.E,C, <br />3. ALUMiNUM PRiME WINDOWS de SLIDiNG GLASS DOORS SHALL COMPLY WITH A.N.S,I,,/A.A.M.A. VOLUNTARY SPECIFICATIONS <br />101-88. <br />4. POLY VINYl CHLORIDE PRiME WiNDOWS A."'D SLIDING GLASS DOORS SfJ.ALL COMPLY WITH A.N,S.I,/A.A.M.A. VOLUNTARY <br />SPECIfiCATIONS 101 V086, <br />5, GLASS PANE WINDOW AND/OR DOOR ROOM ENCLOSURES CONSTRUCTED UNDER NEW DR EXiSTiNG PITCHED COMPOSITE <br />PANEL ROOFS SHALL HAVE A CEILING HEIGHT OF NOT LESS THA.'-I (7'-ct). <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 SHALL COMPLY WITH REQUIREMENTS OF THE SBC, <br /> <br />LICENSED <br /> <br />IN=HOUSE <br /> <br />ENGINEERING <br /> <br />REGISTERED STATES <br /> <br />[l@W[f@!JU@@ ~o ~@[fi)[fi)@W~ ~c~o <br />CIVIL ENGINEER - DEVELOPMENT CONSULTANT <br /> <br />LlC,N <br />LlC,# <br />LlC,# <br />LlC,# <br />LlC,# <br /> <br />lIC.N 19177 <br />LlC,# 27263 <br />L1C,# 16644 <br />LlC,# 09536 <br />L1C.N 17050 <br />LlC.# 25358 <br /> <br />ALABAMA <br />ARIZONA <br />FLORIDA <br />GEORGIA <br />KENTUCKY <br />LOUISIANA <br /> <br />TENNESSEE <br />TEXAS <br />N. CAROLINA <br />S, CAROLINA <br />MISSISSIPPI <br /> <br />23458 <br />76926 <br />20791 <br />16689 <br />12815 <br /> <br />SHEET # <br /> <br />1139 HERBERT STREET <br />PORT ORANGE. FLORIDA 321 1 9 <br />TEL (904) 767-4774 <br /> <br />m~ [Q) <br />