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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Aluminum -DESIGN 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 of the 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 Load: 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: V- =150 MPH, VAm =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 # density foam, Florida Product Approval Number FL 7561-R4. 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, spalling, 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 ASTIVIB633, or--coated-stainless-steel-series '_390", 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 or not, 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 batching 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. h. 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 AND EXPOSURE HAVE BEEN DETI: (TIED USING THE ADVANCED TECHNOLI_ . COUNCIL'S WEBSITE AND GOOGLE EARTH. ELITE 2000 COMPOSITE PANEL, (FPA: FL7561-R4) 150MPH/EXP B 3"x48"xO.024' (1.0# DENSITY FOAM) MAX SPAN: q-q = 12'-9" r1C aND ALLPROPOSEZ THESE PI A'` -TO ANY CORRECTIONS ARE SUBJEG -1ELD INSPECTORS TH?\T R-ouli ED SARY IN ORDER TO MAY or, NE(. CABLE Co4E5• COMPL(WI, N 1 i A`L ApPu CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD A-2 +� 9'-0' 2X7SMB 41N WALL 1` 3'X48'XO.024' a 1DENSITY FOAM !R COMPOSITE PANEL 2X7SMB EDGE A-2 BEAM 38'-0" 3'X48'XO.024" COMPOSITE PANEL 2X3K.B. _ I (TYP) - - - - A-2 0 3X3XO.093 POST 3X3X0.093-3X3X0:093- POST POST -3X3X0.093 _ - m POST _- Q •� LL y z � o � Q- _ w Vco H Z PROFESSIOtALSEAL 9'-5" -T 3X3XO.093 POST I 0 3X3XO.093 POST �-- 8'-V --h I gas-05-fl i # {V C-01",4TYBUnDiNGDIVISION ED FOR O NC z' °4 'N) KRNUT MUST BE IGPT ON JOB M ' s I-N-SPEC rION WILL BE MARE. FUe �, o El ❑ ui rai OV d a W p� cc '" -� $ U., ,y fy O Za Q1� OC am �m UJ LJJ Z Z �z Qz Z x= O� W I- r do LL Z V . J -J U Q coC ZKOCO Q LLIW� J Of 9 W OW I "• 1'.'r.4 fl W V z W _ Q h N :3Z Q c��Zo � Z'26.:ri� o to W Mu WIL LL Ln W } DC 0 � 0 a bU ow W W_ R j co0) d=LLL GD DATE DRAWN 01 /30/18 SHEET NO: A-1 t iJ i It LCC '. z ALUMINUM MEMBERS DIMEr�°"`-U�NS HOLLOW SECTIONS � / �2 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" � �' LA- d; 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" - � cc - a: W J- H T • OPEN BACK SECTIONS N N O 1 x 2: 1" x 2" x 0.040" 5 #14 x 4 7/8" SMS W/ () , 1 x 3: 1" x 3" x 0.045" 1 112" DIA. NEOPRENE FACED WASHER PER PANE i�® \ SNAP 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„ 3" x 3" x 0.093" POST PROFE SIONA SEAL SELF MATING (SMB) 2x4SMB:2"x4"x0.0447x0.100" 2 x 5 SMB: 2" x 5" z 0.050" x 0.100" i 3" COMPOSITE ❑ 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" , ROOF PANEL 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 3" x 0.062"ALUM La 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" EE 2" x 2" x 3" x 1/8" ALUM ANGLE RECEIVING CHANNEL Lu ti d 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" i EACH SIDE OF UPRIGHT W/ #10 x 3/4" TOP AND (3) 3/8" DIA u LV 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" f W/ (1) 3/8" DIA. x 3" CONCRETE ANCHORS INTO CONCRETE BOTTOM AS END CAP THRU BOLTS LL k W S $ MINIMUM FASTENER EDGE DISTANCE: 1/2" AND (2) 3/a" x a" THRU BOLTS x T SMB LL Z v cc2" < a Ly •• MINIMUM FASTENER SPACING: 3/4" Q m J m 3"x3"x0.09T LLI d2 .2 CONCRETE SCREW ANCHOR: OR EQUIVALENT a e p POST Z Z I Z SIMPSON TITEN HD SHEET METAL SCREWS (SMS): ;; ".a r_ ' •' ' Z Q z O u Z u 2 J O ITW / BUILDEX OR EQUIVALENT W F- - w LL C S COMPOSITE ROOF TO POST CONNECTION Z B 3" x 3" POST TO DECK CONNECTION DETAILS /� SCALE: NTS ~-� i4 lu _ j lu A-� SCALE: NTS ? J aZ0 N 8 W'Ola W QW O Lij �_ L I n n Z (D Ln o - --- — -- --- 3" COMP ROOF PANEL SELF -MATING BEAM = z 3 �� cn Lu � u I!!LL g T — _ - -- — - --_ - - -- - - »z:x>d9,'a e k�, '•xi'�. :tr e# ` •'aYa C"� 1R'• la�'L 1s�TCNyya wCl.•y .,�h5f.y3S .'.,. �.i• & :>F •'�.y�'•k�5�zt �,I?e•. �. w ,c�, •„._ e' �...a,�a, �"+"sJ1«'�xt'�.w.��z. ww�� - - _-- _ _ _ p.� 5 ,R, i�y �, ^;srrt•^i�, p •t uiaL'>+i•*CA�{'4�•:,r� �S. FLASHING "�''�•4•:°' P. —_-- im v''3m�.*°a,`�' 3a�w4i.•*.�„y;e. .i,c`•F§ •�a•t,••'T'+>�.'".' .!R, __-- — — — - X COMPOSITE i ROOF PANELLu ; \ (5) #14 x 4 7/8" SMS W/ \ \ no W W 1 1/2" DIA. NEOPRENE EXISTING FACED WASHER PER PANEL BUILDING \ LL 5 N (4) 318" DIA.-11A \ \ \ I 16 Lo = O F- 0) THRU BOLTS 2" x 3" x 0.050" KNEE BRACE UPRIGHT 0 co�,� Q J (L =.-fLLL 2"xr'sme I I \ •.i DRAWN BY 3" x 3" POST 1 1/2" x 21/8" x 1 1/2" x C7 0.062' x 3" LONG ALUM ; i RECEIVING IVING CHANNEL W/ (3) i DATE DRAWN #12 x 3/4" SMS EA FACE & (3) #12 x 3/4" INTO POST 01 /30/18 REVISION © - S-� COMP. ROOF TO POST 4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL File Co � SHEET NO: A-2 SCALE: NTS G SCALE: NTS - -- �_ A-2 A-2