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Home My WebLink AboutPLANSGENERAL NOTE$ 1605 l ULT ) A. Wood: 1. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb = 1,000 pei min,) 2. All lumber above 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 W' Mtn, 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) C. Masonry: N/A D, Aluminum 1. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy 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. Solid Wall Panels 1. Aluminum panel skin Is Alloy 3105 - H14/1-125 and IS 0.024" thick min, 2. Panel Core Foam Is Preformed Expanded Polysterene Board (EPS). F. Sealant .. I. All sealant conforms to TT - 8 - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class 25. Sealant to be used for structural adhesion 4 to prevent water intrusion. G. Gaskets .. 1. All gaskets are co -extruded and are non -migratory. H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 IS - 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 Serowe Shall be 4" x 2 ly" min., Simpson, Hiltl, Rawl, Tapoon, 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 8x bolt diameter into structural framing (G a .42 min.) 6. Lag bolts and screw* 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 8, 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 plans S. All fasteners shall comply with ASTM A153 10. All connectors Shall comply with ASTM A653 Class G - 18 I. Site Preparation 1. Foundation *ystems must be placed on clean, compacted, termtte-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. J. Reference Standards: ASTM E 119... ASTM E 1300... ASCE 1-10... AAMA/NPEA 2100-02 B.O. Use and occupancy category 2 4.0: All fenestration products comply 5.0: All wall and roof panels and aeeembiles comply 6.0: Does not apply to category 2 1.0: All applicable provisions comply K. N/A L. DESIGN LOADS: This structure has been designed In accordance with, 4 meets the requirements of the Florida Building Code, Residential 2011 6th Edition 4 Amendments 4 ASCE 1-10 per Section R301.2.1,1, 4 all applicable sections of R301 design criteria. Design Criteria: Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF Wind velocity (ULT): I60MPH (3 sec gust) Exposure: B Risk Category: i Building Height: < 30' Mean Roof Height: <15' Enclosure type: Screen Area - Open Max Components and Cladding Pressures: Roof Zone is +12.2/-32.3 per... Roof Zone 2 4 3: +12,2/-38.2 per M. Abbreviations The following list of abbreviations is not Intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typtcal SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Vertfy In Field N. Responsibility 1. All site work shall be performed by a licensed contractor in accordance With applicable building codes, local ordinances, etc. 2. Contractor shall verify all dimensions and details, notifying engineer of any dlecrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptablllty of the "Screen -room" 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, ALUMINUM INTERNAL U-CLIP - 0.125" w/ (1) 3/8" WEDGE ANCHOR - MIN 3" EMBED CONNECT TO COL. w/ SAME (4) *12 x I" SELF -TAP SCREWS EA SIDE t0 EXTERNAL CLIPS ,I II,,,,I,III,,,, �, l I,. _. P "Wl III11YI 1 VVV. J SEE PLAN FOR LOCATIONS -Y x 3" x 3" x 0.125" ALUMINUM EXTERNAL L-CLIP--\, MIN. w/ (1) 3/8" WEDGE ANCHOR - MIN 3" EMBED SETBACK w/ (4) *12 x 1" SELF -TAP SCREWS TO CLiP O a FOR SCREW (1) CLIP EA SIDE OF COL. o 311 EXISTING CONC. BLAB 1� �f _ ... _ TYP. OPEN CARPORT / 4TH WALL COL, TO CONIC, DETAIL NOT TO SCALE ° ° $ x 3 x 0.125 ALUMINUM BEAM ° 0 o AT EACH GABLE END CONNECT BEAM TO POST w/ 3" x 3" x 3 1/8" x .25" "C" CHANNEL CLIP w/ (8) *12 x 3/4" SMS EA END ( 4 EA SIDE OF BEAM ) CONNECT CLIPS TO 3 x 3 x 0.125 POST w/ (2) 1/2" THRU-BOLTS w/ WASHERS POST / SAME THRU BOLTS USED FOR SMB CONNECTION ENDPOS/ COI_COL END BEAM CONNECTION TO POST/COL NOT TO SCALE REPAIR COVERED '.ARPORT / SHED / SCREENROOM ADDITIOr CONNECTED w/ FLASHING ONLY EXISTING ROOF TYP. EXISTING PAN ROOF SCALE: i/4" = 1'-O" EXISTING ROOF CONNECTED w/ FLASHING ONLY 1015ILE HOME RESIDENCE 4TH WALL COVERED CARPORT FRONT ELEVATION SCALE: 1/4" = 1'-0" CONNECT KNEE BRACE TO POST / BEAM w/ .125" "C" CHANNEL SCREWED TO POST / BEAM w/ MIN. (4) 012 x 314" SMS 4 TO BRACE w/ (8) 012 x 3/4" SMS EA END ( (4) EA SIDE OF KNEE BRACE ) ALUMINUM BEAM TYP. EXISTING PAN ROOF °CCC I 24" EACH WAY ALUMINUM POST MIN 3" x 3" .125"ALUM FOR KNEE BRACE PERT KNEE BRACE NOT TO SCALE FRONT ELEVATION COVERED CARPORT EXSITING SHED SCREENROOM SCALE: 1/4" = I'-O" TO REMAIN EXISTING MOBILE RESIDENCE 4 OPENINGS TO R --_--r �_�- - �-A _'r _ - - -- _ - A ocier A -_ R I Im G6. EXSITING COVERED REW7z,nVr,m /CARS'' CODE COt',qi; >t 4 E + I v _ L UCJ TYPICAL ALUMINUM COL. SYMBOL KEY �tia�'a i 1 QA 3 x 3 x .125 HOLLOW ALUMINUM /- 12'-0" FILE COPY 601-0" FLOOR PLAN SCALE: 1/4" = 1'-0" r 4TH WALL EXSITING SHED 12' --------------- 4TH WALL - 2 x 4 SMB I EXSiTING - SCREENROOM I Q EXISTING CONCRETE SLAB 4 FTG, TO REMAIN I 2x4SMB a 12'-O" C3t=Nl=XAL f XUJtC. I NV I t5 I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6T44 EDITION a WIND CRITERIA PER ASCE 1-10. 2: ELEVATIONS ARE REPRESENTATIVE ONLY THIS SCREEN STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2011 6TH EDITION WITH ALL SUPPLEMENTS AND ASCE 1 - 10 ENG. BOOK 160 ULT MPH (3-SEC. GUST) WIND VELOCITY. EXP "B OPEN ENCLOSURE SLAB/FOUNDATION NOTES -� EXISTING SLAB a FOUNDATION TO REMAIN FLASH 4 CAULK EXISTING HOME ROOF TO NEW ROOF (3) *14A S.M.S. SCREWS w/ I I/2" S.S. NEOPRENE GASKET WASHER SCREWS a MAX 2" FROM EA SIDE 4 CENTER PER PAN ROOF -PANEL EXISTING HOME e FRONT 4 4TH WALL REAR EDGE ROOF OVERHANG w/ MIN. I" EMBED INTO BEAM PAN -ROOF PANEL FRONT EDGE 4 REAR NOTCH ALUMINUM COLS. FOR EXTRUDED 2 x 4 SELF MATING ALUMINUM BEAM I� ATTACH w/ MIN (1) 1/2" THRU BOLTS 4 WASHERS +I I ( USE (2) BOLTS AT END COLS.) L JJ EXTR'D ALUM 3" x 3" x 0.125" COL. TYP ROOF / BEAM / COL. / CONNECTII NOT TO SCALE :)N SECTION ALUMINUM COL. SEE PLAN FOR SIZING (2) 3" x 2" x 3" x .125 ALUMINUM CLIPS (U EA. SIDE MIN. r w/ (2) 3/9" CONCRETE SCREWS - MIN 2" EMBED 4 s>=rBacK o w/ (4) 012 x I" SELF -TAP SCREWS PER CLIP SCREW +/- 2" (SEE FOUNDATION / SLAB NOTES /PLAN) C7 TYPICAL SCREEN ROOM COL. TO CONCRETE DETAIL NOT TO SCALE SCOPE: THE PURPOSE OF THIS SKETCH IS TO DEFINE A REPAIR TO BRING AN EXISTING ALUMINUM CARPORT UP TO CODE BY ADDING A '4TH WALL' AND REMOVING AND REPLACING ALUMINUM POSTS AND BEAMS, FOR THE REPAIR STEPS, USE THE FOLLOWING: 1. R<R EXISTING POSTS AND OUTER CARRIER BEAM USING NEW 3X3X,125 POSTS AND 2X4 SMB AS SHOWN. 2. RECONNECT ROOF PANS TO NEW CARRIER BEAM AS SHOWN. 3, ADD '4TH WALL' POSTS/BEAM ADJACENT TO EXISTING HOME USING 3X3X.125 POSTS AND 2X4 SMB AS SHOWN. 4. CONNECT ROOF PANS TO NEW BEAM AS SHOWN S. REMOVE ROOF PAN CONNECTION TO MANUF HOME SO ROOF PANS ARE NO LONGER ATTACHED TO MANUF HOME EXCEPT FOR FLASHING. 6, THE ALUMINUM SHED WAS INSPECTED AND IS ACCEPTABLE AS IS, O rr WM O O Cn IT M Z a A N W _ 00 B o0 ZOCR a� v v�w3 a' iL O U tu m LU LL Q lu d) LU U' r` >41-� LU 1-2 SCANNED St. BY Lucie County ® Copyright 2019 All rights reserved. REVISION DATE q63 - 7 JOB M SW ISOI DATE : 1/21/IS SHEET