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HomeMy WebLinkAboutApproved PlanFile Copy CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Ml S T6cv,P.xO SIDES C1IR SIDES I FEAR 214G. TYP FT2x4 TOP 4 BTM RAIL TYP. RAILING w/ 2 x 2 PT PICKETS MAX 4" BETWEEN OPENING �I■i■I■i■ICI■I®II,�,� EX15TING CONC, DECK EXISTING GONG, EXISTING GRADE STEPS TYP4x4 PT POST SEE FLOOR PLAN MIN. 24" FOR EXACT LAYOUT BELOW GRADE TYP. ALUM. / WOOD / VINYL R,4ILING TYP. RAILING TO MEET ALL FBC 2014 5TH EDITION NTS SECTION 1012 HANDRAILS 4 SECTION 1013 GUARDS NOTICE: It is important that the Client and Contractor examine the drawings and documentation in detail. It shall be the final responsibility of the Contractor to review and double check the plans for accuracy and compliance with regulatory aeencfes. It is customary and ordinary not to include details well within the knowledge of licensed Contractor. If necessary, further clarification of these Iva should be achieved before signing the constructfc;�ri contract and olotainfne-a building permit, otherwise the Contractor assumes responsibility for the construction in question. Methods of construction shall be determined by the 'ontractor. - RELOCATION OF ANY UTILITIES ARE NOT NOTED ON THESE PLANS SEE PAN PANEL TO BEAM DETAIL FOR CONNECTION SELF MATING ALUMINUM BEAM EXISTING STRUCTURE REAR FRONT POST POST SMB CONNECTION TO FRONT/REAR POST e SIDE BEAM NOT TO SCALE ( SIDE BEAM ) CONNECT SIDE SELF MATING BEAM TO 3 x 3 POST w/ 5" x 2 I/4" x 2" x .125" "C" CHANNEL CLIP BOLTED TO 3 x 3 POST w/ l2) I/2" THRU-BOLTS w/ WASHERS SAME BOLTS USED TO ATTACH FRONT/REAR SMB -NOTCH POST 6 TO 5MB w/ l8) "12 x 3/4" SMS EA END l 4 EA SIDE OF SMB ) ALUMINUM COL, SEE PLAN FOR SIZING 3" x 2" x 3" x .oso ALUMINUM INTERNAL U-CLIP MIN. w/ (1) 5/8" WEDGE ANCHOR - MIN I" EMBED SETBACK w/ (4) 012 x I" SELF -TAP SCREWS EA SIDE TO CLIP FOR SCREW /- 2" � EXISTING CONC. SLAB ON STEMWALL (SEE PLAN) J --- TYPICAL COL. TO CONCRETE DETAIL NOT TO SCALE TYP. F/ 3" ROOF EXISTING ROOF/ f/ / PAN PANELS TO REMAIN iv TYP, m TYP. 3 x 3 ALUMINUM COL. TYP. I \\ Q 4 VERT KNEE 2 x ro SELF MATING TYP. �42, BRACE ALUMINUM SEAM ALUM. /RWOOD G/ VINYL - ' Q O 21' O ro EXISTING EXISTING _ m _ m RESIDENCE CONCRETE SLAB C� tSTEMWALL + o o + + TYP. RAILING PICKETS EXISTING 1�AX 4" SPACE BETWEEN OPENINGS CONCRETE yr STEPS Q f00RC: I SIDE ELEVATION EXISTING ROOF REAR EXISTING ROOF TO REMAIN , TYP. 3 PAN ROOF PANELSA MAX �7 2 x 5 611 O.H. SELF MATING ALUMINUM BEAM 3x.3 _UMINUM COL. EXISTING R1111111111111111111111 M ESIDENCE EXISTING �OR(:;H CONCRETE FRONT STEPS - FLASH EXISTING NON -SUPPORTING MOBILE HOME ROOF TO NEW PORCH ROOF ALUMINUM PAN ROOF PANEL TYP, FOURTH WALL EXISTING MOBILE HOME ROOF CONSTRUCTION ALUMINUM POST /SMB FLASHING EXISTING: ROOF t0 PORCH ROOF NOT TO SCALE REAR FRONT NEW COVERED PORGY PLAN SCALE: 1/4" = i'-O" CONNECT BRACE POST /SMB w/ 4" x 2 I/4" I25" "G" CHANNEL FITTED OVER SMB BRACE ENDS SCREWED TO POST / SMS w/ (2) ROWS OF (4) "10 x 3/4" SMS 4 TO BRACE w/ CBJ 010 x 3/4" SMS EA END ( 4 EA SIDE OF BRACE TOTAL CI6J ) SELF MATING ALUMINUM BEAM 24" EACH WAY ALUMINUM / POST MIN 2' x 4" .050" SMB FOR KNEE BRACE VERT KNEE BRACE NOT TO SCALE l HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY iN ORDER TO < COMPLY WITH ALL APPLICABLE COp�S, * qa-Ot-m ST. UCty rot NTY PUIT,nr, Wr DIVISION R_F, i' X L D FOR (00IMPLIANCE C^ I`;O L1SPV�CT:OY WiLL BE 'I '+S S.M.S. SCREWS (MIN) w/ NEOPRENE GASKET WASHER ' (3) SCREWS PER PAN -PANEL EQUALLY SPACE m FRONT /REAR PANELS ' 8 m MAX 8" O.G, m (GABLE END SIDES) ice___----ter---� - MAX 6" O.H, s FRONT EDGE III III NOTCH ALUMINUM 3x3COL, FOR ALUMINUM SMB I III ATTACH w/ (2)1/2" � " THRU BOLTS 4 WASHERS ]�] BEAM EROOF CONNECTION NOT TO SCALE GENERAL NOTES TO FOLLOW THE 2014 FLORID" "3UILDING GORE 5TH EDITION 4 ALL API` I, Contractor to verify all dimensions prior to the commencement of construction. 2. Determine the existence of any underground tanks, dram fields, wiring, plumbing, piping, etc, and allow for same during construction. 3. Verify adequacy of existing electrical service and wiring capacity. Upgrade and sub -panel as required. Relocate any tv, phone cable, etc, as may be required. 4. All wood members exposed to weather or In contact w/ concrete and/or masonry shall be pressure treated. NI:_ TENTS 5. Do not scale drawings, if there are written dfm-nsfons to take precedence. Dimens' .y an, onstructfon details may vary due tc substitution, field conditions, construction technique or other variables. 6. These drawings are not intended to cover all conditions. Field decisions may need to be' made by Contractor. If this situation arises, please contact Engineer of Record. Contractor shall allow for minor adjustments. 7. Certain assumptions have been made using, the best Judgement and experience of the des en team. The contractor shall verify actual conditions prior to undertaking construction, THIS ALUMINUM STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 5TH EDITION WITH ALL SUPPLEMENTS AND ASCE "f - 10 ENG. BOOK. 160 ULT MPH (3-6EC. GUST) WIND VELOCITY. EXP "B" OPEN ENCLOSURE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE INSTALLED 149 IMPERIAL WAY IN THE STRUCTURE LOCATED AT: FORT PIERCE, FL 34951 ST, LUCIE COUNTY PROD, DESIGN PRODUCT PRODUCT MANUF. MODEL " PRESSURES APPROVAL 3" ALUM ROOF 51.5 PSF TOWN 4 ALUMINUM RISER FL I76 IB� RISER PANELS COUNTRY IND. 3 x 0.040 PANELS 1 I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS. - AS SIGNED, SEALED 4 DATED HERE... /�. 3 ON JOB' V � U V V © Copyright 2016 ROB]ERSON DESIGN GROUP All rights reserved. REVISION DATE JOB " 111 DATE : II/21/16 DRAWN BY SR SHEET Ll of 1