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HomeMy WebLinkAboutPROJECT SPECIFICATIONSN, RACToR: KING CARTER A ' --`�y `�1 UM GN CRITERIA:__J� 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-T =150 MPH, V- =116 MPH, as required by local jurisdiction 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- Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE Roof Material: 3" x 48" x 0.030" Structall Composite Panel,1.0 # density foam, Florida Product Approval Number FL 21443-R1. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick 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 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 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. 8G ANN 0' CONCt.ALE� FASrEigERs OR �iT�CNf�4F��TS StLuflpr ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 12'-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 A6 APP1,10 DIA 0002% 0 I 0 ST. LUME COUNTY BUII R.F,VTEji ED FOR COi REWEIVED BY DATE PLAINS ANTD PERMIT M OR NO LN-SPECTION 'BE KEPT ON JOB BE MADE. A-2 A-2 3X3XO.125 POST 3X3XO.125 %POST 3X3XO.125 POST 2X5SMB I 4TH WALL 2X3 2X3 END END BEAM 3"X48"X0.030" BEAM 1.0# DENSITY FOAM STRUCTALL PANEL - 2X5SMB I A-2 EDGE A-2 I BEAM I I I fJ 23'-0" STRUCTALL PANEL 2X3KB e (TYP) 3X3XO.125 3X3XO.125 3X3XO.125 3X3X0.1 25 POST POST POST POST A-2 6'-8" 6'-8" 3'-0" A 0. z Nam: C �•. PROFESSIONAL SEAL C N1 ❑ ui ui OLU V d d o c o Q W a W W �'z -4z C WI. OOC d Z V = J Q fVlZ1 � p W 'OR R 0 Z MFF Z (D 3 SIP- o =LU t/f :3 Nf Ln LLI IY Q gw J W Q~NU) <10 � a Q0 3:raLL DRAWN BY GD 03/30/18 SHEET NO: t A-1 ALUMINUM MEMBERS DIMENSIOD HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" ` ..• /_ 2x4: 2"x4"x0.050" �'• ' 2 x 5: 2" x 5" x 0.050" O OPEN BACK SECTIONS #14 x 4 7/8" SMS W1 _ Q co p a ; W ED U] Q= Q Z = 1 X 2: 1" X 2" X 0.040" NEOPRENE N Q I x 3: 1" x 3" x 0.045" FACED WASHER 6O.C. (n• �� Z SNAP SECTIONS :''^ ;T><Y �eQ •��� 2x2Sna 2"x2"x0.045„ 2 3 Snap: 2" x 3" x 0.050" 3„x3:, POST _-. .,�;y:N^ ;'- ,' ::v �;v ��`•'. .. ca �„-sic-..,.,.,;,.. .:,: .Y s, • =`; ' ;, � ��•�,,:--t; / �P x � °'�'`'a-'���' ' .:�' �,� : `:�� .;; ,,:�;-;-��'::�;: / �\ Snap: 2" x 4" x 0.045" 2 x 4 S p: "`�a��,;' _:: :;�;::.4> ;;� �",-�+t�h;•� `rc':; ; � ` �-'" • ~ / / l I I I 1 1 \ \ . I PROFE SSIONAL SEAL SELF MATING (SNIB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" (2) 318" DIA. CONCRETE 3" STRUCTALL 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" SCREW ANCHORS I I ROOF PANEL 2 X 6 SMB: 2" x 6" x 0.050" X 0.120" (3" CONC. EMBED) INTERNAL/EXTERNAL 3" x 0.062" ALUM 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 3" x 3" x 1/8" EXTRUDED RECEIVING CHANNELIm 2 X 8 SMB: 2" x 8" x 0.072" x 0.124" I I POST BASE W/ (2) 3/8" PIA THRU BOLTS W/ #10 x 3/4" TOP AND BOTTOM AS END CAP (3) 318" DIA 0 4J 4J 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" THRU BOLTS V d d 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I Lu k Cie MINIMUM FASTENER EDGE DISTANCE: 1/2" ® a Q Q.. 2"x5"SMB LL 0 ` W ' MINIMUM FASTENER SPACING: 3/4" " s . n I I Yx 3'Lu d J CONCRETE SCREW ANCHOR: " "' <' •^ POST Lu z z SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): <a. • • c < ° e I g Q Z ITW / BUILDEX OR EQUIVALENT = p W F- d oG a' B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS S STRUCTALL ROOF TO POST CONNECTION A-2 SCALE: NTS Z V c .� J ff $$$ aZLu Lu W Z o - (73 U N j 9a #14 x 4 7/8" SMS W/ 1/2" DIA. NEOPRENE FLASHING 4 7/8" SMS W/ .1 FACED WASHER @ 8" O.C. 1 1//22"" DIA. NEOPRENE FACED WASHER @ 8" O.C. 3" STRUCTALL FLASHING 3" STRUCTALL ROOF PANEL ROOF PANEL 3" STRUCTALL ROOF PANEL _ - ' `-+Y%=�t;4 a,.i ty'YY -F',_' 'j �f a.'��.�4"i<.::�:-�ItF�;,�. w !"i:�' � '.ii�� :' I I ,•, t'} f ti 'c ,'" `;�le`�t:'tii•j '.lTa'.''^•�`:: -��'Y�.'y+�t..r�!'4��^:: V�...^.tus.'weY �'>-- 4�, 4': :e;� • . �`', _ . =',i�;: •,•;;-�,; i; �•L •A �I i.,kV.,^'^1t5,i ' i`. �'.i'�4. :� .i'i•r ,F. •5r',.t^T'f �4:K;^,`i�.:�r .C`,:� / syi ;U'`,- w:. vi i�4<. r5l•` '�,i:e �,`_ 'r"�;�": .i�;" k�.1-,'^ti'., 'ii^r?':'.^:!ti,,ra.J.;..S: _ e,:ti`a,^n�t%,�'':'.f.'i.�i���•'�54.,.,,�i ., - �it:.:�:e�ya:!^.. .-. ..i., :Y' .:1ti•:; ..s f� V•V:•]^.' +..;'`.':�. r� �.'1v+. �'y"'%tr at,,:4?1•!�. { '• .�tr`:':�:�:e S'.! "•k.-'4; .. a...4•a `•°. •;.I+.e 7.: sal �2°�`� :{+a. Lu Ig wee.>:t..N••ia,. ,:._ i ;•�•.;• 2" 0.050" LLI ,.: h• . - :., r.. y, ,n, :�,, y:,.,�:,,. <-..• .• _ 2" x 3" x 0.050" • ' EXISTING I x x � � • Q Z Q END BEAM • - BUILDING END BEAM D 3" x 0.062" ALUM • � y`` g J ¢ #14 x 4 7/8" SMS W/ 1 1/2" DIA NEOPRENE FACED WASHER @ 8" O.C. I / EXISTING I BUILDING I / - - -- _- - - 1 1/8" x 2 1/8" x1 118" x 0.062" I RECEIVING CHANNEL � W/ #10 x 3/4" TOP AND I BOTTOM AS END CAP 2 F- N LJJ Q z U) tn � (� Q F-- � j ALUM RECEIVING CHANNEL I W/ (3) #12 x 3/4" SMS EACH I 1 1/2" x 21/8" x 1 1/2" x 0.062" ALUM RECEIVING CHANNEL I I x 3" LONG W/ (3) Q CD p' M (L J d (3) 318" DIA. I SIDE OF BEAM & (3) 3/8" DIA. 2" x 5" SMB BEAM & (3) 3/8" DIA. THRU BOLTS DRAWN BY THRU BOLTS I THRU BOLTS INTO THE POST I INTO POST 2" x 5" SMB I I I 2" x 5" SMB I I i I I POST GD DATE DRAWN 3" x 3" POST I _ - 3" x 3" POST - - 03/30/18 REVISION > a STRUCTALL ROOF TO POST @ 4TH WALL DETAIL S'2 STRUCTALL ROOF TO CORNER POST 4TH WALL DETAIL S'3 STRUCTALL ROOF TO POST CONNECTION ZL _ SCALE: NTS A_2 A _3 SCALE: NTS A_2 SCALE: NTS SHEET NO: A-2 y 1 .RI 0 N mX Y�Y Lrr'C.Ay m 0 x om Z Om m cn oo Z �O -- • •-------— •'1vf�� ��1%r j. ca � IV ©" o v° v PROJECT ADDRESS: D �? w WAUGAMAN m �' < w ^' 11 SANTA MARIA WAY Vi C) o O y Z PORT ST LUCIE 00 z °D Z FL 34952 NnT TO RE REPRn0IICEO IN WNCILE AR IN SUNCOAST ALUMINUM ENGINEER OF RECORD ENGINEERING, I.I.C. THOMAS P. ARNETr, P.E. BW SBTH STREET NORTH SUITE 101 CLEARWATER FL. 33760 FL LICENSE NUMBER 46043 FAX (� -M RONALDJ. LEDERJR, P.E. FL LICENSE NUMBER: 6M RORIOA uCENSE CA 528841 WRNBIITTHE WRITTEN PERMI59ION AF.RIINf.OA.RT ALIIMINIIM ENP.INEERINR LLC (c P. i 0 n ' m No. 46043 %'O STATE OF RNT . — (Q