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Home My WebLink AboutAPPROVED 7708 Hibiscus Rd - PlansSLOPEHOST FASCIA ATTACHMENT ROOF OVERHANG 2X3 EDGE BEAM5.75 PFB END BEAM CR-0 2 CR-1 2 3" 0.032" ALUM. SKIN 1-LB EPS FOAM CORE PANEL ROOF. MINIMUM SLOPE OF 1/4" PER FOOT, OR AS SHOWN IN DIMENSIONS. (Roof: FL7561.1) 1X2 (TYP) 1X2 (TYP) 2X2 2X2 2X2 2X23.75PFB3.75PFB2X31X22X2FRONT ELEVATION PLAN VIEW 2X2DJ2X2DJ 2X2DJ 1X2 1X2 1X2 (TYP)1X2 (TYP)2X2RIGHT ELEVATIONDJ-1 2 M-1 2 2X22X23.75 PFB BR-1 2 WD-1a 2 Design Parameters 1.Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category I. 2.Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, VULT = 150 MPH 3.Exposure Category, Paragraph 1609.4.3 : C Applicable Codes, Regulation and Standards 1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2.AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition 3.ASCE 7-16 General Notes 1.The contractor shall verify all dimensions prior to construction 2.All work shall comply with all local and regional ordinances. 3.Any deviation from this plan shall be reviewed by the engineer of record and is subject to approval. Specifications The following specifications are applicable to this projects : 1.Where concrete specification are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable. 1.1.Concrete shall conform to ASTM C94 for following components: 1.1.1.Portland Cement Type 1, -ASTM C 150 1.1.2.Aggregate - Large Aggregate 3/4" max - ASTM C 33 1.1.3.Air entraining +/- 1% - ASTM C 260 1.1.4.Water reducing agent - ASTM C 494 1.1.5.Clean Potable water 1.1.6.Other admixture not permitted 1.2.Metal accessories shall conform to: 1.2.1.Reinforcing Bars - ASTM A615, grade 60 1.2.2.Welded wire fabric - ASTM A185 1.3.Concrete slump at discharge per chute not less then 3" or more than 5". Water added after batching is not permitted. 1.4.Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2 and 3 including hot weather recommendations. 1.5.Moist cure or polyethylene curing required. 1.6.Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. 1.7.All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 1.8.Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 W1.4/W1.4 WWF. 2.Aluminum extrusions shall be 6005 T5 Alloy. 3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plate to ASTM B633, or stainless steel series "300". 4.All Self Mating Beam Sections and PFB are to be stitched with either #14 screws 6" from end 24" on center or #12 screws 6" from end 12" on center. 5.Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 and FBC 454.1.3.1.9. 6.Door location shall be determined by contractor in the field. 7.When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the anchors must extend past the pavers and reach proper embedment into the underlying foundation. 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 and engineering fee. 10.Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph Roof Type Composite Screen Size 18/14 Foundation Design: Existing 12"x12" Thickened Edge 4" Slab on Grade Existing concrete. No additional concrete footing is required to resist the loads imposed by the proposed construction if the existing footing is in sound condition, free from structural cracking, spalling, or other deterioration. ALUMINUM MEMBER DIMENSIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" HOLLOW SECTIONS 1 x 2: 1" x 2" x 0.040" 1 x 3: 1" x 3" x 0.045" OPEN BACK SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SNAP SECTIONS 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10"x0.092" x 0.398" SELF MATING BEAM (SMB) MINIMUM FASTENER EDGE DISTANCE : 1/2" MINIMUM FASTENER SPACING : 3/4" SIMPSON TITEN HD OR EQUIVALENT CONCRETE SCREW ANCHOR : ITW BUILDEX OR EQUIVALENT SHEET MATEL SCREWS (SMS) : 3.75 PFB: 2" x 3.75" x 0.050" 5.75 PFB: 2" x 5.75" x 0.055" OTHER SELF MATING BEAMS KB: KNEE BRACE 3 x 3: 3" x 3" x 0.125" 4 x 4: 4" x 4" x 0.125" 6 x 6: 6" x 6" x 0.125" COLUMNS RC: REC. CHANNEL SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Angela Corridore Residence7708 Hibiscus RoadFort Pierce, Florida 34951The Porch FactoryEdward RoskePE # 722281 NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. 03/02/21 ***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS*** NOTCH UPRIGHT OR POST TO ACCEPT BEAM. SEE PLAN SHEET FOR MEMBER INFORMATION IF SCREEN WALL BENEATH COMPOSITE ROOF, 1" x 2" W/ (2) #10 x 2" SMS INTO SCREW BOSSES INTO UPRIGHT & (1) #14 X 2" SMS 6" FROM EACH SIDE OF UPRIGHT & @ 24" O.C. (2) 3/8" DIA THRU BOLTS 3" X 0.082 ALUM RECEIVING CHANNEL W/ #12 X 3/4" TOP AND BOTTOM AS END CAP COMPOSITE ROOF PANEL 1" X 1" X 1/8" ALUM ANGLE W/ (3) #14 X 3/4" SMS IN FLANGE INTO UPRIGHT. (BOTH SIDES OF UPRIGHT) BEAM. SEE PLAN SHEET FOR MEMBER INFORMATION 1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN LONGER THAN THE PANEL THICKENESS. W/ NEOPRENE WASHER ON EACH LAG COMPOSITE ROOF TO BEAM SCALE: NTS CR-0 2 FLASHING - INSTALL UNDER EXISTING DRIP EDGE RECEIVING CHANNEL #14 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM W/ 1-1/2" DIA. NEOPRENE WASHER @ TOP SCREW ONLY COMPOSITE PANEL (2) 1/4" DIA. X 3" LAG SCREWS @ 6" O.C. COMPOSITE ROOF TO HOST SCALE: NTS CR-1 2 WOOD: (2) 1/4" x 3" LAG SCREWS, 6" FROM END & @ 16" O.C. CONC. (2) 1/4" DIA. x 2 1/4" CONCRETE SCREW ANCHOR, 6" FROM END & @ 16" O.C. SHIM AS NECESSARY IF OTHER THAN A PLUMB CUT FASCIA PURLIN / GIRT / O.B TO HOST CONNECTION SCALE: NTS M-1 2 PURLIN / GIRT / CHAIR RAIL SNAP OR SELF-MATING BEAM ONLY OPTION 1: (4) #10 x 1-1/2" SMS INTO SCREW BOSSES (TYP) WOOD: #10 x 3" WOOD SCREWS @ 6" FROM ENDS & 12" O.C. CONC. 1/4" DIA. x 3" CONCRETE SCREW ANCHOR @ 6"FROM ENDS & 24" O.C. OPTION 2: 2" x 2" x 1/8" ANGLE WITH (2) #10 x 3/4" SMS IN EACH FLANGE, EACH SIDE (TYP) SIDE VIEW FRONT VIEW 1/8" x 2" x 2" ANGLE WITH (4) #14 x 3/4" SMS INTO POST WOOD DECK FRAMING. SEE PLAN FOR DETAILS DJ PER PLAN (1) 3/8" DIA. x 4" LAG BOLT (4) #14 x 3/4" SMS INTO POST 1x2 O.B. ANCHORED TO CONCRETE WITH 1/4" DIA. x 4" LAG BOLTS @ 24" O.C. DOOR JAMB TO WOOD CONNECTION SCALE: NTS DJ-2 2 SIDE VIEW FRONT VIEW UPRIGHT PER PLAN (1) 3/8" DIA CONCRETE SCREW ANCHORS INTO EACH LEG 1X2 O.B. ANCHORED TO WOOD DECK WITH #14 X 2" WOOD SCREWS @ 24" O.C. MAX TOP VIEW AT CORNER TOP VIEW AT INTERMEDIATE (4) #14 x 3/4" SMS INTO POST FOR CORNER CONNECTION UPRIGHT1X2 UPRIGHT 1X21X2FASTEN 1X2 INTO UPRIGHT WITH #14 x 3/4" SMS @ 24" O.C. (4) #14 x 2" SMS THRU ANGLE AND 1X2 INTO POST (4) #14 x 3/4" SMS INTO POST 2"x2"x1/8" ANGLE EA SIDE WOOD DECK FRAMING 1X21X2 O.B. ANCHORED TO WOOD DECK WITH #14 X 2" WOOD SCREWS @ 24" O.C. MAX (1) 3/8" DIA LAG BOLT INTO EACH LEG. MUST EMBED INTO DECK FRAMING WD-1a 2 COLUMN TO WOOD DECK CONNECTION SCALE: NTS CABLE BRACING - WOOD CONNECTION SCALE: NTS BR-1 2 1/8" BRACKET CUT FROM 1" x 5" ANGLE. CONNECT WITH (9) #14 X 3/4" SMS EYE BOLT FOR CABLE TENSION EVE RAIL UPRIGHT DOUBLE COMPRESSION SLEEVES 1/8" S.S. CABLE 1-1/4" x 5-5/8" x 1/8" ALUM. FLAT BAR. WITH (2) 3/8" DIA. LAG BOLT. MIN. 2-3/4" EMBEDMENT (2) 3/8" DIA. x 3" EMBED CONCRETE SCREW ANCHOR 1-1/4" x 5-5/8" x 1/8" ALUM. FLAT BAR. 6063-T6 ALUM. ALTERNATE CONNECTION WOOD DECK FRAMING. SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Angela Corridore Residence7708 Hibiscus RoadFort Pierce, Florida 34951The Porch FactoryEdward RoskePE # 722282 03/02/21