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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES 160B ( ULT ) A. Wood: 1. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Flo = 1,000 psi 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 li" 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§) C. Masonry: N/A D. Aluminum 1. All structuralaluminum 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 1-15 - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum Association, Inc. Seventh Edition, Effective January 200d 3. In all instances where aluminum comes Into contact with stool, or pressure treated lumber provide dielectric separation E. Solid Wall Panels I. Aluminum panel skin is Alloy 3105 H14/H25 and is 0.024" !thick mina 2. Panel Core Foam is Preformed Expanded Polysterene Board (EPS). F. Sealant .. 1. All sealant conforms to TT - S - OOIE-43 - A, IT - S 002306, ASTM C - S20 Type S, Grade NS, Class 25, Sealant to be used for structural adhesion 4 to prevent ater intrusion. G. Gaskets .. 1. All gaskets are co -extruded and are non -migratory. H. Fasteners I. All lag bolts shall conform to stainless steel type 300 IS 8, with standard fiat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood lI 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be �4" x 2 l5" min., Simpson, Hllti„ 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 8x bolt diameter into structural framing (G is .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 bydriving 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 AI53 10. All connectors shall comply with ASTM A653 Class G - 18 L Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated f111/soil with vapor barrier. 2. Existing Foundation, footing and slab 1f noted on the Floor Plan have been evaluated i found acceptable for this application. J. ASTM E I19ed.SASTME11300... ASCE 1-10... AAMA/NPEAI 2100-02 3.0: Use and occupancy category 2 4.0: All fenestration products comply 5.0: All wall and roof panels and assemblies' comply CONNECTED w/ 6.0: Does not apply to category 2 FLASHING ONLY TYP. 1.0: All applicable provisions comply POLYPANEL ROOF K. N/A EXIST G ROOF L. DESIGN LOADS: This structure has been designed in accordance with, i meets the requirements of i 4 ASCE 1-16 the Florida Building Code Residential 2020 1th Edition Amendments E 9 per Section R301.2.1.1, i all applicable sectl6ne-oi R301 design criteria. Y Deslgn Criteria: Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF EXISTING Wind Velocity (ULT): 160MP14 (3 sec gust) Exposure: B I Risk Category: i MOBILE HOME Building Height: C 30, Mean Roof Height: <15' RESIDENCE Enclosure Type: Screen Area - Open \\ Max Components and Cladding Pressures: 4TH WALL Roof Zone L• +12.2/-32.3 per... Roof Zone 2 i 3: +12.2/-38.21 per EXISTING SLAB / FTG M. Abbreviations The following list of abbreviations is not intended to represent all those LEFT ELEVATION used on these drawings, but to supplement the more common abbreviations SCALE: 1/4" is 1'-0" used: TYP. - Typical SIM. - Similar UNO. Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field N. Responsibility I. All site work shall be performed by a licensed contractor in accordance with applicable building codes, local ordinances, eta 2. Contractor shall verify all dimensions and details, notlfying engineer of any discrepancies between drawings, fabricated Items, or actual field conditions 3. These drawings represent the acceptability 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 EXISTING MOBILE PESIDEN 5. Refer to the manufacturers shop drawing for further details 4 OPENINGS TO REMAIN Co. Any details not shown are to be engineered in accordance with standard engineering Practices. TYPICAL SIDE BEAM CONNECTION a CENTER COL. w/ 3" is 3" x 3" x .125" 'lull CLIP :. w/ (4) 0I2 x I" B.M.S. FA. SIDE TOTAL OF (8) CLIP CAN BE ANGLED TO MATCH BEAM CONNECT CLIP TO COL, w/ lU 1/2" THRU BOLT SAME BOLT USED TO SECURE SMB TO COL OR w/ (4) 012 x I" S.M.S. CONNECT ROOF PANELS TO RECEIVER CHANNEL w/ 014.x 3/4" TEK SCREWS 0 1" O.G. MAX ON TOP 4 BTM TYP. ALUM .OeO" RIDGE RECEIVER GENERAL PROJECT NOTES USE PROPER SIZE FOR PANEL CONNECT RIDGE TO BEAM is CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA w/ 014 x 3/4" TEK SCREWS 0 6" O.C. BUILDING CODE 2020 'iTH EDITION i WIND CRITERIA PER ASCE 1-16, j FLASH it CAULK ` F PANEL TYP. 2: ELEVATIONS ARE REPRESENTATIVE ONLY i 3" x 3" x .125"! SIDE BEAM TWIP.' Ar`wF:F;w AT;Piir-nit?C UdA AFF'iJ T`�FAIrU CGkNIt=K KICJGIE tltWF MATINQ MtAI'I OPT, CONNECTION 0 CENTER 3 x 3 ALUM COL. C w/ (3) 1/2" THRU BOLTS AND WASHERS CUT CO RECEIVE SM L TO RE E E B CENTER RIDGE BEAM / COL. CONNECTION DETAIL NOT TO SCAL TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® 3 x 3 x .125 EXTRUDED HOLLOW ALUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM © 1 x 2 EXTRUDED HOLLOW ALUMINUM TYPICAL ALUM. TO ALUM. CONNECTIONS w/ 2" x 2" x 2" x .125" CLIPS w/ (8) 012 x 3/4" S.M.S. U.N.O CHAIR RAIL - MAX. -/- 30" A:F,E. (U 1/4" TAPCON w/ 5/8" WASHER w/ MIN EMBED 1 3/4" MAX 24" O.C. TO SLAB 4 EXISTING STRUCTURE TYPICAL CO* NOT TO SCALE CONNECTED w/ TYP. FLASHING ONLY POLYPANEL ROOF L is i C•:::iiii ail::Cla::::i:::.^.: Is e; 3• i e..:.:e.a •• Ee : sa .a•a:•:•• is !"HISM ::::: ::lslim ..... _..,,sIII :loll e3fS�3Ee:::e e a .1 H. lin ii IIIIIII .........: ell3i11311ieeieis .3e:9aaUM .. 5 :::'1J :IC••'1J•' ead:eaa::: t TYPICAL ALUM. TO ALUM. CONNECTION©TO COLS w/ 014 x 2' S.M.S. 0 MAX IS" O.G. U.N.O TYP. EXTRUDED ALUM.. COL. SEE FLOOR PLAN 4 KEY FOR SIZE C❑ SEE COL. TO SLAB DETAIL FOR COL. CONNECTION © y SCREEN FRAMING SCALE: 114" - 1'-0" EXISTING MOBILE RESIDENCE 4 OPENINGS TO REMAIN -- --- 1114L------W-----1------- 4TH I „ 4TH WALL - 2 x 6 SMS I II REPLACE EXISTING 11 I SCREENROOM II�CENTER RIDGE SMB II CONNECTION 0 CENTER II u 1 3 x 3 ALUM COL. I EXISTINGCONCRETEI I w/ (3) 1/2" THRU BOLTS I SLAB 4 FTG. 11 AND WASHERS AQ TO REMAIN a CUT COL TO RECEIVE SMB (SEE DETAIL) I 4 11 I---1---11 - - - I - - - A❑ ® A❑, 20.0" FLOOiQ PLAN SCALE: 1/4" . 1'-0" SLAB/FOUNDATION NOTES EXISTING SLAB i FOUNDATION TO REMAIN FLASH E CAULK EXISTING, (3) 014A S.M.S. SCREWS HOME ROOF TO NEW ROOF U w/ 1 1/2" S.S. NEOPRENE GASKET WASHER SCREWS 0 MAX 2" FROM EA SIDE 4 CENTER EXISTING HOME ON PER PAN ROOF -PANEL ROOF OVERHANG W 14 1�•+ Qi m FRONT i 4TH WALL REAR EDGE WALL W/ MIN. I" EMBED INTO BEAM O POLY 00 ROOF PANEL •� FL V FRONT EDGE i REAR g NOTCH ALUMINUM COLS. ) FOR EXTRUDED 2 x 6 , I III a SELF MATING ALUMINUM BEAM U ATTACH w/ MIN (i) I/2" THRU BOLTS i WASHERS + w ( USE (2) BOLTS AT END COLS.) IL �J . 0 � L EXTR'D ALUM 3" x 3" x 0.125" COL. / (Lq TYP ROOF / BEAM / COL. / CONNECTION SECTION vm NOT TO SCALE ALUMINUM COL, 0 SEE PLAN FOR SIZING Z (2) 3" x 2" x 3" x .125 ALUMINUM CLIPS (1) EA. SIDE MIN. L` w/ (2) 3/8" CONCRETE SCREWS -. MIN 2" EMBED i '" SETBACK o o w/ (4) 012 x I" SELF -TAP SCREWS PER CLIP ■ E] "_^� n !� SCREW 211 EXISTING SLAB / FOOTING O 00 TYPICAL SCREEN ROOM COL. TO CONCRETE DETAIL NOT TO SCALE C' Fi. W .> rn r W00 o ao 05 .•. o 'ah 3 PF-- i .. rnpp,ja aH a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC " ST. LUCIE P COUNTY DLEC; E Ui PLUM: 444 DATE: nk -f MECN. DATE: oil' 3 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT i- s a THE FOLLOWING PRODUCTS WILL BE INSTALLED THE 5UCHOLZ RESIDENCE _ 3 IN THE STRUCTURE LOCATED AT: i : as PORTIST. LOULLCIE, F PRODUCT PROD. DESIGN PRODUCT '4J PRESSURES MANUF. MODEL '" APPROVAL' Uil _ ROOFING +/-80 PSF ELITE 4" x 0.024"x Is EPS FL 1561.1 ' MATERIAL Aluminum Composite Panel I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,UJI o AND HAVE APPROVED THEIR n USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES ® Copyright 2020 SPECIFIED BY THE CURRENT CODE All rights reserved. PROVISIONS. REVISION DATE AS SIGNED, SEALED 4 DATED HERE... `'' Y -_ - JOB " 2099 DATE 12/2/20 SHEET f � I