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Home My WebLink AboutENGINEERINGCONTRACTOR: East Coast Aluminum I ;ts, Inc. DtSIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Loa& 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VwT =150 MPH, VASD =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure C 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room: Non -Habitable, Unconditioned Scope of Work: Does not include analysis of remaining existing structure. Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, spelling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 6: Where concrete specifications are required; whether in the screen enclosure scope ornot, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 . . c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED A , ;XPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. { RECEIVED MAR 2 2 i �'15 ST. Lucie County, Permitting EXISTING 4TH WALL EXISTING 2 6SMB EXISTING 2X3SMB EXISTING RISEN PAN - ROOF EXISTING 2X6SMB EXISTING 2X3PB it —on (003 —0(0*!;05 EXISTINCST. LUCT' COLN'TY BLTILD-11 r SION f 2X3PS RUMNN ED FOR COMT d REVIEVVED/BY DATE PLANS AIND PERMIT' MUS BE KEPT ON JOB OR NO LNNsPEETION WIL BE NUDE. EXISTING n, nr-n n a n 1 2'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH Ail, A-PPWCARIS 00090, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISILP OF THE --- — CONTRACTOR OF RECORD — — — kLUMINUM 'LATE(TYP) ram.: � ;. ,�,n rr� �,�: ,"•r, � - _ El ui Ui 0 d a w d �m —QC) Ucc z Lu e tY Qm Jm UJ d = Z Q W W 2z Qz Z == OU W F- -_ cc ZU4 J J Z z$ 1. m Qcc W JcP8 OZ=�� Z (D �3^^ Z to W NUFLL to W Z En g W � Y Q 0O U 0 J In LU W�F..U3 <Ntl�c� WaoatJi d DRAWN BY GD DATE DRAWN 02/28/18 SHEET NO: t S, A-1 ALUMINUM MEMBERS DIMENSIC / KICK PLATE NOTES: HOLLOW SECTIONS 1. 0.024 ALUM 2x2: 2"x2"x0.046" 2. SCREW ALL CORNERS 2 x 3: 2" x 3" x 0.050" 3. 100 B -120 B WIND ZONES 2 x 4: 2" x 4" x 0.050" USE #8 x 5/8" SMS @ 12" O.C. 2x5: 2"x5"x0.050" 4. 120 C - 140 B WIND ZONES USE #8 x 5/8" SMS @ 8" O.C. 5. 140 C -150 B WIND ZONES OPEN'BACK SECTIONS USE #8 x 5/8" SMS @ 6" O.C. 1 x 2: 1" x 2" x 0.040" 6. 150 C & ABOVE WIND'ZONES 1 x 3: 1" x 3" x 0.045" USE #12 x 5/8" SMS @ 6" O.C. 7. SCREW GIRT, BOTTOM RAIL SNAP SECTIONS i & BOTH SIDES 2 x 2 Snap: 2" x T' x 0.045" ( 3' x x 0.093" 8. MAX KICK PLATE HT = 36' 2 x 3 Snap: 2" " " p x 3x 0.050 T POST I � OPTION 2: 2x4Snap: 2"x4"x0.045" (2) 3/8" DIA CONCRETE SCREWANCHORS � 0.040"x11/8"x2"x11/8" I I (3" CONC. EMBED) !! t OPTION 1: INTERNAL OR EXTERNAL PROFES IONAL SEAL SELF MATING (SMB) ALUM RECEIVING CHANNEL x 2" x 1/8" ALUM ANGLE I I W/ (3) #10 x 3/4" INTO 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" W// (4) #10 x 5/8" EACH SIDE I I GIRT EACH FACE & (3) 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" V x 2" OB Wl 1/4" CONCRETE ( EE INTERNAL/EXTERNAL I #10 x 3/4" INTO UPRIGHT 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" SCREW ANCHOR V' i 3" x 3" x 1/8" EXTRUDED _ _ _ FROM UPRIGHT & @ POST BASE W/ (2) 3/9' I I W LLI 2 X 8 SMB: 2" x 8" x 0.072" X 0.124" 24" O.C. (MIN. 3" EMBED.) A. TI-J BOLTS DILAJ O d d 2x9SMB:2"x9"x0.072"x0.124" _- -- ---- u 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" ai ti ,;a • v CHAIR RAIL MEMBER I I O Z w MINIMUM FASTENER SPACING: 3/4" - ' 2X PATIO I I cc Q wW w m m < • EXTRUSION W a CONCRETE SCREW ANCHOR: '' z z SIMPSON TITEN HD OR EQUIVALENT J mz Qz SHEET METAL SCREWS (SMS): O u Z u ITW / BUILDEX OR EQUIVALENT W :30 B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A SCALE: NTS 0 _rf /1 L z ..y c-),PURLIN OR GIRT TO BEAM OR POST DETAIL 0 J A_2 GG SCALE: NTS F � Q z O- a z m s a W �;cPg W W " � C4 z O re u z = 1"x 2" O.B. FASTENED TO CORNER _ (� n n :3 POSTW/#12x11/2"SMS AT6"FROM z (D TOP & BOTTOM RAILS. TYPICALLY @ I mq 24" O.C. 1/8" x 2" x 2" EXTRUDED in W ti U O ANGLE 5052 H-32 ALLOY •• 4 #14 x 3/4"SMS ( ) • • INTO DJ _ 1 /6" x 2" x 2" EXTRUDED ANGLE 5052 CORNER POST H-32 ALLOY EA CORNER W/ (2) #f4 x 2" - I- - --_ SMS INTO POST & (1) 3/8" DIA. I6„ CONCRETE SCREWANCHOR INTO CONCRETE , (2) #10 x 1 112" SMS2 aUCH THRU SCREW BOSSES _ SLAB / FOOTINGBEDMENT#10 IW MIN CONC •BFDMWDDD: 2 1/4"MIN CONC SEE PLAN°`UJIA, ZFROM x 3" WOOD SCREWS, 6" ANCHOR EMBEDMENT "' GIRT & @ 12" O.C. a .m N CONC: SLAB / FOOTING W Y 1/4" DIA x 3" CONCRETE SEE PLAN ea 4 ': a, ` " w w SCREW ANCHOR, 6"® FROM GIRT & @ ZV O.C. SIDE VIEW (4) #10 x 1 1/2" INTO BOSS SIDE VIEW Q O U - -SCREW 2 CORNER POST W/ 1"x 2" @ }b' �+LLI W H Lo (4) #14 x 3/4" SMS BACKSIDE D_ 1 L!J ~ Nr 1 INTO POST (1) 318" DIA ANC CONCRETE 2" x 4" DJ cc -- I 3/8" x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE (21/4" CONC. EMBED) 10_ Q v O J SCREW ANCHOR INTO DRAWN BY �2" _ I CONCRETE _ I x 2" OR 2" X 3" HOLLOW 1" x 2" BASE PLATE - GD ( SECTION GIRT ANCHORED TO CONC W/ 1/4" °�.: • CONCRETE SCREW ANCHOR ` 3 DATE DRAWN 1"x 2" (MIN. 1 1/4' EMBED) 6" MAX EACH SIDE OF POST a e• a a ° 1" x 2" BASE PLATE ' ' q 4 ' 02/28I1$ AND 24" O.C. MAX ' ANCHORED TO CONC W/ 1/4" ` . " 'e• a a e a REVISION CONCRETE SCREW ANCHOR r ? •, ° • 1 a ., „ (MIN.11/4"EMBED) s n • d W MAX EACH SIDE OF POST AND 24" O.C. MAX ° .. 6"' m 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW SHEET NO: A_rf G SCALE: NTS CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 DOOR JAMB TO CONCRETE DETAIL A-2 SCALE: NTS A_2 SCALE: NTS A-2