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HomeMy WebLinkAboutWind Speed & Wind ExposureCONTRACTOR: East Coast Aluminum Products, Inc. DESIGN CRITERIA: f _ .1. lire 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc.: Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 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, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1= Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0 density foam Florida Product Approval Number FL 7561-R3. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) 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 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 shallbe placed over a polyethylene vapor barrier. h. All aluminum' componentsembedded 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 SPI.' "= �kND EXPOSURE HAVE BEEN DE'. aIINED USING THE ADVANCED TECHNOLoc. f COUNCIL'S WEBSITE AND GOOGLE EARTH. 18' 9'—s' 3X3XO.093 POST W-0' CONCEALED FASTENERS OM,FHMENTS . .}file co ; ARE T'HE RESPONSIHILP OF THE E NUTRAOTOR OF RROORR -c943 THcSE I�'LANS AND ALL PROPOSED I�lOhi� 'S �. Ir�c� � �o��� R� ��� Dr�'i,'i ARE SUBJECT TO AW CORRECTIONS : `�"` FVg ED FOP, i L�T�� , REQUIRED Ff MELD INSPECTORS THAT. D.�,TE ,. E. � E ECESSA�� W1 ORDER �� i�L��TU ��n PErn xT BUST BE IaPT ONJ®3 PLDES. 0k = N� 3 _tSPE CT1�3id'v�d1�i.L 11E �r fiA?D.�'1,. 'C0roy_vVrfH� LiT' rriC IAO. - ®0 2X3 KNEE. A-3 8A- BRACE(TYP) 9'70' 9'-0' 9'-0' -f 5'-8' 3X2 V2X:5SM19END ALL BEAM - A-3 3'X48'X0.0247 1.0 DENSITY FOAM EXiSi3I3G,• _ COMPOSITE PANEL - SCREEN FILL SEC A-3 , NEW 3X2XO.070PB AND COMP R EDGE BEAM A-3 1'-O' 3'X48'XO.024' COMPOSITE PANEL ON OOF )OF 2X2 2X4XO.050 2X4XO.050 2X4XO.050 2X4X0.050 2X4XO.050 2X4XO.050 2X4XO.050 1X2 '�• 2X4XO.050 DUSTING SHED 1X2 (TYP) 2X2GIRT (NP) A-2 A-2 A 4'-8}' 4'-8}• 4'-8}� 4 —6}• 3'-0' 4'-8}' 4'-8k 4-8}' r 4 —8k � O W O cc�m LU W Z Z W ❑ ui LLi d a T IM ta7 Z oc .. am �2 d� Z Z W c W F: x: of ri 1-- LL C - 3 z z LL a Z ., C U 3 'l a ,i ¢ IL Z_ oe �` R Q$ t; Em25 fd 3 W W , C, -P W in m W LL „'� O Z rR 8 _ nn c Z t9 c ME Z V1 W r tiuu LL 3 3 z m C LL 3 z LL tr W U a a a } a a Q zw c a.=woODi w„(- Cl) TP DATE DRAWN 08/02/17 REVISION SHEET NO: A-1 / ALUMINUM MEMBERS DEMN$ '(S HOLLOW SECTIONS 2x2:2"x2'.'x0.046' 2x3: 2"x3' x0.050" 2 x 4: 2" x 4" x 0.050" .2x5: 2" x 5". x 0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" 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" SELF MATING (SMB) 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" 2x6SMB: 2" x 6" x 0.050" x 0. 120" 2x7SMB: 2" x 7" x 0.05T'x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9SMB: Z.x9"x0.072"x0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT WOOD: #10 x 3" WOOD SCREWS, 6" FROM GIRT & @ 12" O.C. CONC: 1/4" DIA. x 3" CONCRETE SCREWANCHOR, 6" FROM GIRT &@24"O.C. I (4) #10 x 1 1/2" INTO SCREW BOSS 2" OR 2" X 3" HOLLOW :TION GIRT x 2" C-, IX2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE W/ (2) #14 x 3/4" SMS INTO UPRIGHT SLAB / FOOTING SEE PLAN (2) 3/8" DIA. CONCRETE SCREW ANCHORS (21/4" CONC. EMBED) • • a' •' 11/P MRyC �q ra ANCHOiS'EMBEDMENi, .. Vim• Y• , if I 4'• `. a s �• ,.q 6 qF. SIDE VIEW PRIGHT KICK PLATE NOTES: 1. 0.024 ALUM 2. SCREWALLCORNERS 3. 100 B -120 B WIND ZONES USE #8 x 518" SMS @ 12" O.C. 4. 120 C -140 B WIND ZONES USE #8x5/8"SMS@e"O.C. 5. 140 C -150 B WIND ZONES USE #8x5/8"SMS @6"O.C. 6. 150 C & ABOVE WIND ZONES USE #12x518"SMS @6"D.C. 7. SCREW GIRT, BOTTOM RAIL & BOTH SIDES 8. MAX KICK PLATE HT = W' OPTION 1: 2" x 2" x 1/8" ALUM ANGLE W/ (4) #10 x 5/8" EACH SIDE .file Copy OPTION 2: I 0.040" x 1 1 /8" x 2" x 1 1/8" INTERNAL OR EXTERNAL ALUM RECEIVING CHANNEL W/ (3) #10 x 3/4' INTO GIRT EACH FACE & (3) #10 x 3/4" INTO UPRIGHT CHAIR RAIL MEMBERS ANH BASE PLATE I I 2X PATIO T1114'MIN CONC o < i ANCHORED TO CONC W/ 1/4° EXTRUSION ANCHOR�•'. CONCRETE SCREWANCHOR EMBEDMENT (MIN. 1 1/4" EMBED) I I 2 V4•MINCONC '• ° . a • '4 .44 •'� • • 'q 6" MAX EACH SIDE OF POST ` EMBEDMENT " AND ZV O.C. MAX SLAB / FOOTING ' ' a ' e, `• : n a SEE PLAN FRONT VIEW B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS • • INTO DJ 4 . 21/4-MIN CONC SLAB / FOOTING ° ° • ANCHOR EMBEDMENT SEE PLAN p• e . SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (2 IMP CONC. EMBED) DOORJAMB '•4-•'' 1"x 2" BASE PLATE q " ANCHORED TO CONC W/ 1/4' m q 'h• n CONCRETE SCREWANCHOR q-• 'd (MIN. 1 1/4" EMBED) ' q •'a ' " q 6" MAX EACH SIDE OF POST q• ® _a AND 24' O.C. MAX - - 8 a :: FRONT VIEW DJ -1 UPRIGHT TO CONCRETE A PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE:NTS \'tx%11IIIlIr11 q;r-41 ^ •Z W �`�� o: z: _o-L to O ��� 1111111�` PROFESSIONAL SEAL 1 " x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 11' SMS AT 6" FROM TOP & BOTTOM RAILS. TYPICALLY @ I I I 24" O.C. 118" x 2" x T EXTRUDED ANGLE 5052 I I CORNER POST -NJ H-32 ALLOY EA CORNER W/ (2) #14 x 2" I SMS INTO POST & (1) 3/8" DIA. 16" CONCRETE SCREWANCHOR INTO I & CONCRETE ❑ El cc Ld c O LLI d L W a II---- 3 W LL LL CQ7$ z z O oC it z W Q W LL Lu L== z ¢� z Z z LuZ GN z a z w7 27 I- W 0- HLL z 5 U G C 2 z c U a u. J J a c Q N 2 z o - _ u Q W �;Tcp N 3 W "'mm Z u 0 � Uz a NN u I: M'z mI u9 s Ln W �U�! LL 3 '(2)#10xIIJZ'SMS - THRU SCREW BOSSES 21/4'MIN CONC ANCHOR EMBEDMENT SLAB / FOOTING ; ° ' - , , SEE PLAN x 4 ; d, ' ' ' LL J � U SIDE VIEW Q 2" CORNER POST W/ 1" x 2" @�j; Z W (4) #14 x 3/4" SMS BACKSIDE ; D_ W W Do INTO POST � D- _ _ I 3/8" x LENGTH AS REQUIRED O LL] j(L CD ' FOR 21/4" EMBED CONCRETE � Z ID F -I SCREWANCHOR INTO 0- Y In LL W I CONCRETE DRAWN BY 1"x 2" BASE PLATE _- ANCHORED TO CONC W/ 1/4" dq • ; • ha 1 P CONCRETESCREWANCHOR DATE DRAWN (MIN. 1 1/4"EMBED) 6" MAX EACH SIDE OF POST a a ° AND 24" O.C. MAX 08/02/1 7 �+- a�® ; , °q ' REVISION . . d. � - q ,Os • •S.• d d FRONT VIEW SHEET NO: CP-1 CORNER POST TO CONCRETE DETAIL SCALE: NTS_ A (2) 3/8" DIA. CONCRETE SCREWANCHORS (W CONC. EMBED) ' Copy le ) •% = na •z w �; Q .w ¢ o•Z �oNli: O #14 x 5 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FLASHING j �q •'' /�� FACED WASHER @ 6"O.C. xr. � 3" COMPOSITE 4 •�" \\\\\ W x 3" x 0.093" � d:• tti a § + ts- t-. ti-. - ; Z # i't.r:YYk`i'a'�f;: •L*`, ?�,_; axy^' �acro�-^J, ROOF PANEL i %• POST a' J , ti<;r+k - t"t a5 'y v it t .� • ' PROFE SIONAL SEAL rL1" E b¢.w: 3'>' :s+:�iYu4 ���." � �'✓2a?'<e.`.a';ic.v-s^rS�a^i°Paa`�a...Y+'2'•'. INTERNAL/EXTERNAL 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" DIA. THRU BOLTS .s, ..a e4 . 'a •s. V a B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-3 SCALE: NTS 3" COMP ROOF BEAM E-GUTTER W/ #2 @12' O.C. TOP & BOT. (3 PER PANEL) (2)14' D THRU BOL �4"COMPOSITE • ROOF PANEL 1"x 1"x 1/8"ALUM ANGLE W/ (3) #12 x 3/4" SMS EACH SIDE IA. TS I I 3" x 2" x 0.OW' I I UPRIGHT OR POST SEE SHT FOR ADD'L -I MEMEBER INFO. I I S COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS 1 1/2" DIA. NEOPRENE FACED WASHER @ 8" O.C. (3) 3/8" DIA. THRU BOLTS 2" x 5" SMB— kk WxWPOS S—1 COMP. ROOF TO POST 4TH WALL DETAIL A-3 SCALE: NTS R n \0 E 0 0 a CC 0- W— L- W La a a i= 3 e� erg a LL LL O $$ $ �� nm LL c w am z u W Lu �� C= ? Z Z W W Lb Z y Z 2 F 7 =` 3 F Lucr V I LL r LL LL C Z „ c a —j I Q N a 2 Z o 8 11ri^O $� OW W. A Z Z �mv� U LL F Z (7'"3^^ o c "" c _ .� Z Ca N W F- *r•` `�•, Ra+s.t• ;mac. �,'''4'",yd`•�Y3v.., s \'.s�"+s»_s,F,t;�",,.".+„�.'=: aaiy R "sue r..=';>�"''+'cc•' ;r'-Y s.'1 ;.. dv •'_ •'�'F'•' '/'*"' = Y`` .�!y.. GRADE #14x47/&'SMSW/ 1 1/2" DIA. NEOPRENE FLASHING e�-"t"''''n_ N-Mt i•.;tsFACED WASHER @ 8" O.C. ' W COMPOSITE ^' ': ROOF PANEL 12' o r.., .��. ""g..,»� W ••• (1) #5 CONT ON 3" 8" �. a• _ r.' r'r,;% s . s r a. `� CHAIRS- ., • I Q t 1 1 ! 3" x 2" x 0.050 • I EXISTING I Q `t I 8" X W RIBBON FOOTING END BEAM • BUILDING Z W — I LLJ co w 12" „/8" x 21/8" x1 1/8" x 0.050" I EL O l 2" x W x 0.046' NOTES FOR ALL FOUNDATION TYPES: ALUM RECEIVING CHANNEL 3 ) W i j a m KNEE BRACE I UPRIGHT 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING W/ (3) #12 x 3/4" SMS EACH j 3 a Y � LL LL # j PRESSURE OF 1,500 PSF. SIDE OF BEAM & (2) 3/8" DIA i THRU BOLTS INTO THE POST DRAWN BY • I . 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND I • 3 COMPACTED PRIOR TO PLACEMENT OF CONC. (3) 3/B" DIA THRU BOLT 1 117 x 21/8" x 110 x 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. ( i TP 0.062" x ALUM I 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. 2" x 5" SMB i DATE DRAWN CHLONGANNEL RECEIVING CHANNEL W/ (3) 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR 1 II #12 x 3/4' SMS EA FACE & I 3 NON -HABITABLE CONCRETE FLAT WORK 3" x 3" POST - - 08�0� 7 (3) #12 x 3/4" INTO POST . REVISION I A CONTINUOUS FOOTING S-3 COMP. ROOF TO CORNER POST 4TH WALL DETAIL © _ S-2 KNEE BRACE CONNECTION DETAIL A_3 SCALE: NT A-3 SCALE: NTS A-3 SCALE: NTS SHEET NO: A-3