<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,
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<br />-INDEX/LICENSED IN-HOUSE ENGINEERING/GENERAL NOTES
<br />-TYPICAL GLASS ROOM PLANS & ELEVATIONS.
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<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.
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<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.
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<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 />
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<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
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<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 />
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