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HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES I605 ( ULT) A. Wood: 1. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine •2 Grade (Fb = 1,000 pat min.) 2. All lumber abova grade (non -decking) shall be Southern Yellow Pine 02 Grade 3. All framing lumber shall be hem -fir 02 grade or equivalent 4. Wood structural panels shall be Ih" Min, thickness, exposure I structural Sheathing 5. In all instances where aluminum comes Into contact with pressure treated wood, provide dielectric separation B. Concrete (See Site Preparation for Existing Concrete) 1. All concrete grade beams and footing shall be 3000 PSI min, 12" x 12" dimensions - (U.N.O.) 2. All concrete filled supported slabs shall be 3000 PSI min., +/- 4" min. thickness 3. Fibermeeh (3/4" per cubic yard min.) meeting appropriate ACI t ASTM requirements may be used in lieu of welded wire mesh. 4. All slabs on grade shall be +/- 4" thick with Fibermesh on 6 Mil polyethylene vapor barrier on poisoned Soil/fill. 5. All reinforcing shall be grade be ASTM A615 Grade 60 (60 KSI Min.) deformed bare 6. All overpour concrete filled supported slabs shall be 3000 PSI min, w/ A Bonding agent added. 1. Boll bearing pressure Shall be a minimum of 2000 PSF (U.N.O.) C. Masonry: N/A D. Aluminum 1. All structural aluminum conforms to the minimum requirements of 6005 - T5 for allay and temper. 2. All structural aluminum work conforms to "Part I -A - Specifications for aluminum Structures - allowable stress design: or "Part 1-5 - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum Association, Inc. Seventh Edition, Effective January 2000 3. In all Instances where aluminum comes Into contact with steel, or pressure treated lumber provide dielectric separation E. Sealant ,. I. All sealant conforms to TT - S - 001543 - A, TT - 8 - 002306, ASTM C - 920 Type S, Grade NS, Class 25. F. Gaskets .. I. All gaskets are co -extruded and are non -migratory. G. Fasteners 1. All lag bolts shall conform to stainless steel type 300 18 - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be 4" x 2 i�" min., Simpson, HIM, Rawl, Tapeon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. All lag bolts shall have a minimum embedment of Sx bolt diameter into structural framing (G = .42 min.) 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter not greater than 10 percent of the thread diameter of the bolt or screw. All lag bolts and screws Shall be inserted in pilot holes by turning and under no circumstances by driving with a hammer. 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable loads and shall only be applied in conditions acceptable to manufacturer S. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 18 - 8 unless manufacturer galvanized bolts Specifies for use with ACQ pressure treated Wood, or otherwise noted on plane 9. All fasteners shall Comply with ASTM A153 10. All connectors shall comply with ASTM A653 Class G - 18 H. Site Preparation 1. Foundation 6ystema must be placed on clean, compacted, termite -treated fill/Soil with vapor barrier. 2. Existing Foundation, footing and slab If noted on the Floor Plan have been evaluated 4 found acceptable for this application. I. DESIGN LOADS This structure has been designed In accordance with and meets the requirements of the Florida Building Code 2011 6TH Edition s Wind Criteria per ASCE 1-10, Design Criteria: Roof Dead Load: 15 pef Roof Live Load: 30 pef Basic Wind Speed: 160 ULT Exposure: B Risk Category: I Building Height: < 30' Mean Roof Height: <15' Enclosure Type: SCREEN -ROOM: Open J. Abbreviations The following list of abbreviations is not Intended trepresent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typical SIM. - Similar UNO, - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field K. Responslbility 1. All site work shall be performed by a licensed contractor In accordance With applicable building codes, local ordinances, etc. 2. Contractor shall verlfy all dimensions and details, notifying engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptability of the "Screen -room" addition elements as provided by the contractor 4. All details on these drawings are engineered based on information provided by the contractor 5. Refer to the manufacturers shop drawing for further details 6. Any details not shown are to be engineered in accordance with Standard engineering Practices. IN TMMEDIA TE POST " + M M ■ M M f � • f b 2" �X" R-BRA .py 1 �^' CE MIM .2'W PLA 7F 1 "x2"BASE' PLA T" K-BRACE ElAIL NOT TO SCALE I TYPICAL MANSARD ROOF SMB CONNECTION • SUPER GUTTER w/ 2" x 5" x .125" "U" CLIP TYP. w/ (8) 0I2 x I" S.M.S. EA. SIDE I/2" OFFSET EQUALLY SPACED TOTAL OF (16) CLIP CAN BE ANGLED TO MATCH BEAM CONNECT CLIP TO SUPER GUTER w/ (8) 012 x I" S.M.S. (2) ROWS OF 4 TYP. SMB EXISTING ROOF SUPER TYP. GUTTER TYP, SMB IS x 1/4 SPLICE EXISTING OR TYPICAL NEW 2 (x) SUB -FASCIA MANSARD ROOF SPLICE CONNECTION ATTACH SUPER GUTTER w/ (8) 012 x I" S.M.S. EA, SIDE TO 2x SUB FASCIA EQUALLY SPACED • I" MAX - TOTAL OF (16) w/ 1/4" x 2" LAG BOLT 1/4" THICK SPLICE ANGLED TO MATCH BEAM w/ WASHER • 16" O.C. MAX MANSARD ROOF SMB CONNECTIONS NOT TO SCALE TYP. 1/2" O FSET TYP, SMB TYPICAL MANSARD ROOF SMB CONNECTION a ALUM COL. w/ MIN 2" x 8" x .125" "U" CLIP w/ (12) 012 x 1" S.M.B. EA. SIDE EQUALLY SPACED TOTAL OF (24) CLIP CAN BE ANGLED TO MATCH BEAM CONNECT CLIP TO ALUM COL, w/ (12) 012 x I" S.M.S. (2) ROWS OF 6 TYP, TYP. SMB MIN IS" x 1/4" SPLICE TYPICAL MANSARD ROOF SPLICE CONNECTION ALUM w/ 0I2 x I" S.M.S. EA. SIDES AS SHOWN COL EQUALLY SPACED ® 1' MAX 1/4" THICK SPLICE ANGLED TO MATCH BEAM MANSARD ROOF SMB /COL CONNECTIONS NOT TO SCALE OLC h-DFNC.0 rrKVIV I =1-=V` (A I Kw IN DETAIL SCALE. 114" = l'-O" EXISTING I STORY RESIDENCE R OPENINGS TO REM V A A . . I_ . A r •: i I � +/- 2' --------------------------- -- WOMEN _■_■_■_w_■_■ - ♦IMMINIMMIN - _■_■w■_■_■_■ MINE MMMIIMMMM ■_■■_■_■_■_■ -■_■_■_-_■■ I_■_■_■_■_■ ■ ■_■_ ■_-----�--- J--■_■_-MME _■_ ---------------------------------- ■_ 0 ■_■_■_■SEEN mm�m� NEMESES _■_■_■_■_■_■_■_■_■ _-------7_■_■_■_■_■_■_■_■_■_■_■_■ WMMMMIMMMMM MNMMMMMIMMMIM MIM _■���..���r_■_■_■_■_■-■_■_■_■_■_■_■ FLOOR PLAN SCALE: 1/4" = 1'-O" FOUNDATION NOTES EXISTING PAVERS TO REMAIN �( REMOVE AS NEEDED FOR NEW FOOTING) �2 PROVIDE (2) 05 DOWELS DRILLED 6" MIN. INTO EXISTING CONCRETE, SET IN EPDXY, TIE TO (2) 05 RODS IN NEW FOUNDATION O 12" x 12" FTG. w/ (2) 1*5 BARS NEW FOOTING POURED OVER CLEAN COMPACTED, NON ORGANIC FILL OR UNDISTURBED VIRGIN SOIL SOIL BELOW TO BE TERMITE TREATED PRIOR TO POUR POURED w/ 3000 PSI CONCRETE w/ FIBER -MESH OVER 6 MIL VAPOR BARRIER 4) FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING OF 2000 PSF. IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN. AND IF IT IS LESS, TO MAKE SURE PROVISIONS ARE TAKEN AS THE ACTUAL CONDITIONS MAY REQUIRE. ALUMINUM COL. SEE PLAN FOR SITING % $ FRAMING DETAIL FOR CONNECTIONS MIN. -n -,-j I SETBACK SCREW +/- 211 PAVERS BY OTHERS (SEE PLAN) -- O O TYPICAL CONCRETE FOOTING DETAIL NOT TO SCALE NEW SCREENED AREA S c GENEkAL PROJECT NOTES I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6TH EDITION Y WIND CRITERIA PER ASCE 1-10. 2: ELEVATIONS ARE REPRESENTATIVE ONLY THIS SCREEN STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 201-1 6TH EDITION WITH ALL SUPPLEMENTS AND ASCE 1 - 10 ENG. BOOK 160 ULT MPH (3-SEC. GUST) WIND VELOCITY. EXP"B" OPEN ENCLOSURE TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® 1 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 3 EXTRUDED HOLLOW ALUMINUM © 2 x 4 EXTRUDED HOLLOW ALUMINUM 0 2 x 9" ALUM, SELF MATING BEAM TYPICAL ALUM. TO ALUM. ❑ CONNECTIONS c w/ 2" x 2" x 2" x .125" CLIPS (OR) w/ (8) 0I2 x I" B.M.B. D❑ U.N.O TYP. EXTRUDED ALUM. COL. SEE FLOOR PLAN t KEY FOR SIZE CHAIR RAIL +/- 24 - 36" A.F.E. 8 B❑ TYP ALUM. COL. CONNECTION 1/4" TAPCON w/ 5/8" WASHER (2) 3" x 2" x 3" x .125 ALUM CLIPS (1) EA. SIDE L(1) w/ MIN EMBED 1 3/4" MAX 24" O.G. w/ (2) 3/8" TAPCONS TO SLAB B EXISTING STRUCTURE MIN 2" EMBED t w/ (4) 014 x I" SELF -TAP ❑SCREWS A PER CLIP CONCRETE n •,.�. ' A , •- TYPICAL CONNECTIONS FOR SCRI=EN FRAMING NOT TO SCALE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITM ALL APPUGABLE CODES. CONCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RRCORD SCALE: 114" M 1'-0` DETAIL �2- ROOF FRAMING PLAN SCALE: 1/4" = V-O" ST. LIICAF COUNTY BUILD D REVTF�1 E;D FOR CYC REVTER'ED Bj DATE 3/zml1B PLANS AND PERMIT MUST BE KEPT Olt NO !NSPECTOON WIh BE MADE. SCANNED BY Wudorfllxri JOB II L i ■ U , Nam; N 0) , (L LL I u _ O ® Copyrig All rights rc REVISION JOB " DATE : 's SHEE 101