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Home My WebLink AboutENGINEERING HIS DRAWING S FOR NG Design Parameters SCOALETUSE DIMENSIONS GIVEN.ILLUSTRATIVE BRACING MAY TERMINATE AT SLAB14 on call document s hoed and o�fgDlK IgOS 1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk Category y g a oEN"e` IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. C¢C¢��led by Edward K Roske,PE 2. Il. g a Digital Signature. 3. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind ad copies of this ocument are not considered °'0 3TATE OF f�? Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,VOLT= igned and sealed and the °��,� <oR,a;f 160 MPH an electronic copies.b erified on ''',SS/ONAL�",' 4. Exposure Category,Paragraph 1609.4.3:D1n 1111 Applicable Codes,Regulation and Standards Edward K Ros k 1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. 2. De gnM an al and b Specifications for Aluminum Structure,Part Washington, of hithgt Aluminum z 202 1 .1 2.1 5 Design Manual prepared b The Aluminum Association,Inc.Washin ton,D.C.,2010 / / / Edition O 4. AWS to3. ASCE7-16 HOST _ '00'05- 11 :25:52 1 / � EXISTING COVERED LANAI ce) Q General Notes X THERE ARE NO SLEEPING ROOMS ADJACENT TO THE LANAI.EGRESS THROUGH HOST IS L[) N > E 1. The contractor shall verify all dimensions prior to construction UNAFFECTED BY CONVERSION TO SUNROOM. � w 2. All work shall comply with all local and regional ordinances. o o 3. Any deviation from this plan shall be reviewed by the engineer of record and is + M -® 4 + w w � subject to approval. CATEGORY III SUNROOM N N N 0 r , e HOST TOP OF SLAB:100'-0"ASSUMED ELEVATION Specifications PROPOSED SUNROOM TOP OF SLAB:99'-B"ASSUMED ELEVATION M d N e The following specifications are applicable to this projects: N X ° , M ,`e CONTRACTOR SHALL NOT 3X3X0.125+1-1/2"X3"RC ( ICI > 1. Where concrete specification are required,whether in the screen enclosure scope or _ r h o fl REMOVE ANY LOAD-BEARING not,by one or more regulatory agency,the following specifications are applicable. COLUMNS OR BEAMS. 1.1. Concrete shall conform to ASTM C94 for following components: PLAN VIEW EXISTING FRAMING SHALL s w N 1.1.1. Portland Cement Type 1,-ASTM C 150 REMAIN. W 1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 1.1.3. Air entraining+/-1%-ASTM C 260 W y E 1.1.4. Water reducing agent-ASTM C 494 1.1.5. Clean Potable water 1.1.6. Other admixture not permitted 1 / 1.2. Metal accessories shall conform to: 1.2.1. Reinforcing Bars-ASTM A615,grade 607 1.2.2. Welded wire fabric-ASTM A185 ® ® ® W 1.3. Concrete slump at discharge per chute not less then 3"or more than 5".Water 2X3X0.125 added after batching is not permitted. 1.4. Prepare and place concrete per American Concrete Institute Manual of ; N Standard Practice,Parts 1,2 and 3 including hot weather recommendations. LID I LO i LID 1.5. Moist cure or polyethylene curing required. � '�L �2 ® + 1.6. Prior to placing concrete,treat the entire subsurface area for termites in U Q O A LID SRC X SA Tv X X I N compliance with the FBC. M GLACING M M I 2 1.7. All aluminum components embedded within concrete shall be coated with a M M i M X bituminous paint or epoxy. I I M 1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 ® 2X3QX0 125 W1.4/W1.4 WWF. 2. Aluminum extrusions shall be 6005 T5 Alloy. 3X0.125+1-1/2"X3"RC 3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better zinc NOTE:THE TOP OF RAIL SHALL N plate to ASTM B633,or stainless steel series"300". 3'-0 k5'-9" -9" -9' BE NO LESS THAN 36"ABOVE U 4. All Self MatingBeam Sections and PFB are to be stitched with either#14 screws 6" 20'-3" THE TOP OF SLAB IF THE FLOOR IS GREATER THAN 30 -a 04 from end 24"on center or#12 screws 6"from end 12"on center. INCHES ABOVE THE ADJACENT LO y 5. Screened enclosures containing swimming pools shall comply with the applicable LEVEL. a) C" requirements of FBC R4501.17 and FBC 454.1.3.1.9. W = M 6. Door location shall be determined by contractor in the field. (S�FRONT ELEVATION 0 M 7. When installing pavers over concrete slab or footing which are supporting aluminum y members,such as continuous screen tracks or upright,the anchors must extend past ;B p the pavers and reach proper embedment into the underlying foundation. to ly 8. All flashing and waterproofing shall be provided by the contractor. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design WINDOW/DOOR SCHEDULE ' y Y U and engineering fee. MARK to 10. Vinyl and acrylic panels shall be removed when winds speeds exceed 75m h WIDTH HEIGHT BUILDING PRODUCT ^^++ N J J Y rY P P p Q TYPE (INCH) (INCH) MANUFACTURER MODEL FPA#or NOA PRESSURE(PSF) PRESSURE(PSF) W � +- 11. Welds shall be done in accordance with AWS codes,standards,and specifications. 12. Weld size shall be the maximum allowable for the member(s)unless otherwise noted A SWING DOOR 36 80 PGT CD-290 FL331.1 45.9 49.8 50 -50 in the plan. v 0 Foundation Design:Existing 12"x12"Thickened Edge 4"Slab on Grade B HORIZ.ROLLER WINDOW 65 60 PGT HR-7610 20-0406.05 45.8 61.4 65 130 d C PICTURE WINDOW 65 18 PGT PW-7620 20-0401.09 45.8 -61.4 100 -145.8 0 Existing concrete.No additional concrete footing is required to resist the loads imposed D PICTURE WINDOW 65 25 PGT PW-7620 20-0401.09 45.8 -61.4 100 -145.8 d by the proposed construction if the existing footing is in sound condition,free from structural cracking,spalling,or other deterioration. E PICTURE WINDOW 37 25 PGT PW-7620 20-0401.09 45.8 -61.4 100 -145.8 Roof Type Screen Size F HORIZ.ROLLER WINDOW 60 60 PGT HR-7610 20-0406.05 45.8 -61.4 65 -130 None None G PICTURE WINDOW 60 25 PGT PW-7620 20-0401.09 45.8 -61.4 1 100 -145.8 ALUMINUM MEMBER DIMENSIONS H PICTURE WINDOW 60 18 PGT PW-7620 20-0401.09 45.8 -61.4 100 -145.8 SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND WATERPROOFED PER FBC,LOCAL JURISDICTIONAL REQUIREMENTS,AND F.S.553.842. HOLLOW SECTIONS 2 z 2:2"x 2"x 0.046" 2 z 4 SMB: 2"x 4"x 0.044"x 0.100" 3.75 PFB: 2"x 3.75"x 0.050" PRESSURES ARE APPLICABLE FOR MAXIMUM MEAN ROOF HEIGHT=15FT.SAFETY GLAZING SHALL BE PROVIDED PER FBC R308. 2 z 3:2"x 3"x 0.050' 2 z 5 SMB: 2"x 5"x 0.050"x 0.100" 5.75 PFB: 2"x 5.75"x 0.055" 2 z4:2"x4"x 0.050" 2z6SMB: 2"x6"x 0.050"x 0.120" COLUMNS 2x 5:2"x5"x 0.050' 2X7SMB: 2"x7"x 0.057"x 0.120" 3x3:3'x3"x 0.125" 2z8SMB: 2°x8"xo.072"xa.124" 4x4:4"x4"x0.125" SHEET OPEN BACK SECTIONS 2x 9 SMB: 2"x9"z 0.072"x 0.124" 6x6:6"x6"x 0.125" 1 x 2:1"x 2"x 0.040" 2 x 10 SMB:2"x 10"x0.092"x 0.398" 1 x 3:1"x 3'x 0.045' MINIMUM FASTENER EDGE DISTANCE:1/2" KB:KNEE BRACE SNAP SECTIONS MINIMUM FASTENER SPACING:3/4" RC:REC.CHANNEL 2 z 2 Snap:2"z 2"x 0.045" CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS): 2 z 3 Snap:2"z 3"x 0.050" SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT 2 z 4 Snap:2'z 4"x 0.045" d00 ***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N O N Q r w 3a w (4)#10 x 3/4"SMS INTO POST,EAC #10 x 3/4"SMS @ 6"FROM END AND SIDE. 24"O.C. 2"x 2"x 1/8"ANGLE WITH(2)#10 x 3/4"SMS IN EACH FLANGE,EACH r SIDE(TYP) 2"x 2"x 1/8"ANGLE WITH(2)#10 x (V 3/4"SMS IN EACH FLANGE INTO MEMBER.(1)3/8"DIA ANCHOR CD THRU BEAM INTO HOST.2-1/4" PURLIN/GIRT/ EMBEDMENT FOR CONCRETE, cm BEAM CHAIR RAIL 3-1/2"EMBEDMENT FOR WOOD tv ® g p E 0 Z aq ® ® 0 W J � i U o v U F�1 o N e FRONT SECTION VIEW SIDE VIEW 00 i n E BEAM INSIDE OF REC.CHANNEL y, O S 2"x 2"x 1/8"(x WIDTH OF C.� COLUMN)ANGLE.EACH SIDE D. 1)3/8"DIA.ANCHOR THRU WOOD: #10 x 3"WOOD SCREWS @ 6"FROM W BEAM INTO HOST.EACH SIDE. #10 x 3"WOOD SCREWS @ 6"FROM ENDS&12"O.C. w tn u L ENDS&12"O.C. CONC. [s] O e4 CONC:2-1/4"EMBEDMENT y CONC. 1/4"DIA.x 3"CONCRETE SCREW e e ^ y 7 00 WOOD:3-1/2"EMBEDMENT 1/4"DIA.x 3"CONCRETE SCREW ANCHOR @ 6"FROM ENDS&24"O.C. A v i0. o ANCHOR @ 6"FROM ENDS&24"O.C. e e ICI is d d y Fn 4 TOP VIEW SR-2 COLUMN TO HOST CONNECTION SR-3 PURLIN/GIRT/CHAIR RAIL ATTACHMENT 2 SCALE:NTS 2 SCALE:NTS 2"x2"x1/8"(x WIDTH OF INTERIOR REC CHANNEL) ANGLE.EACH SIDE OF POST (4)#14 x 3/4"SMS INTO POST, EACH SIDE. N V 0 � � N d y ul d _ M 0 Li fC da d ++ 0 dd, a i N u N '— SIDE VIEW y y Y U 1/4"DIA x 3-1/2"CONCRETE ANCHOR @ 12"O.0 (1)3/8"DIA CONCRETE }, N SCREW ANCHOR EACH SIDE Q i (2-1/4"CONCRETE Z EMBEDMENT) VREC a � REC d CHANNEL CHANNEL EC CHANNEL NOT 0 L REQUIRED ON DOOR fl INSTALLATIONS 41 J'd z A d d d a a. d FRONT SECTION VIEW SHEET SR-1 COLUMN TO CONCRETE CONNECTION 2 SCALE:NTS 2