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HomeMy WebLinkAboutConstruction PlansCONTRACTOR: Treasure Coast Aluminum Products DESIGN CRITERIA: Applicable Codes, Regulations, 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 AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the A.4F Guide to Aluminum Construction in high Wind Areas. 3. ASCE 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 1 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: V-T =150 MPH, Nominal Design Wind Speed: VAso = 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- Acrylic Room: Non -Habitable, Unconditioned RoofType 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-R5. Foundation Design New Type 114" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 31" overlap at Joints on 3" chairs and poured w/ 2,500 PSI concrete. Doweled & epoxy to existing slab with 12" #5 rebar Ca 24" o.c. The foundations are based on a minimum soil bearing pressure of 1,500 >1 sf Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 7th Edition (2020) 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 Florida Aluminum Engineering, Inc. 3. 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". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 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. Door location shall be determined by contractor in the field. 7. 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 Al85 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. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to aluminum members and specific sizes as indicated on A-1. Aluminum member thickness to be increased as required by the Florida Product Approvals for anchorage ofproducts. 10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required by the window manufacturers recommended procedures. 11. All flashing and weatherproofing shall be provided by the contractor. 12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. I- d s C '-wo c ACRYLIC WINDOWS SHALL BE ^ x REMOVED AT WIND SPEEDS IN EXCESS OF 75 MPH W/3 SECOND GUST ALUMINUM KICKPLATE� INSIDE & OUTSIDE (TYPICAL) f> 9M B A-_2 A-2 5'-9 J" 5'-9 j" 5'-9 j" 24'-0" 0 \11J{JJ;i// T. 141 It 0 OW: Z W m V Q 0. i to • > Z° c~n ��',• y• ..•••'��,. C-1 U.I uJ 7'-94" A-2 W Z �, r+n tD 1 X2 N J tiN W Z N I Q Z ! ASMB W. -- - V1 Q w DJ-1 �I w J A-2 1h Q -r• ASMB J N X ON U ^ 1X2 N r7 z Z c1l 12 h to Z Z �w'm� = J in en Q W waMM z W MESS W Q Len o W LL 2(M -b561 REVIEWED FOR ®DE COMPLIANCE 51a LUCIE COUNTY BOCa to W W LLJ o g � tl � U 0� Z W_ "W's n�(Lcc) OZ^WM d�L0LLLLLL TP DATE DRAWN 03/30/21 REVISION SHEET NO: A-1- ALUMINUM MEMBERS DBUNSIONS ����/,�� HOLLOW SECTIONS 2 x 2: 2" X 2" x 0.046" 1 /8" x 2" x 2" EXTRUDED KICK 1. PLATE NOTES: \��\\�j��C� 0.024 ALUM •' • • /� , j 2 x 3: 2" x 3" x 0.050" ANGLE 5052 H-32 ALLOY EA 2. �`�, SC L SCREW ALL CORNERS . 2 x 4: 2" x 4" x 0.050" SIDE W/ (4) #14 x 3/4" SMS UPRIGHT 3. •.' B - 1 B WIND ZONES 2x5: 2"x5"x0.050" INTO UPRIGHT USE #8 x 5/8" SMS @ 12" O.C. Q: 40 _ : c � 0 p' ' ' 4. 120 C - 140 B WIND ZONES _ p USE #8 x 5/8" SMS @ 8" O.C. W CC) * H IK _ OPEN BACK SECTIONS 5. _ 140 C -150 B WIND ZONES _ U �: - 1 x 2: 1" x 2" x 0.040" USE #8 x 5/8" SMS @ 6" D.C. Z NZ_%. N 1 x 3: 1" x 3" x 0.045" c ® 6. 150 C & ABOVE WIND ZONES � ® 1"x 2" 0.8. BASE PLATE -TYP 7. USE #12 x 5/8" SMS @ 6" O.C. SCREW GIRT, BOTTOM RAIL ��O'• SNAP SECTIONS 2 2 Snap: 2" 2" 0.045" -c" .m; a 11/4•MINCONC &BOTH SIDES // �''•° !!C .•°' x x x 4 'ANCHOR 8. MAX KICK PLATE HT = 36" �� ', ° ° 2" //HOREMBEDMENT 2 x 4 Snap: 2" x 4" x 0.045" • o MIN' a. 2" MIN EDGE DISTANCE FROM �) I 1 1� SLAB / FOOTING o• ' " • q ° EXTERIOR OF COLUMN TO I I SELF MATING (SMB) SEE PLAN e ® ° OUTSIDE EDGE OF SLAB 2 1/2" x 1/8" x (GIRT OR PURLIN I 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" WIDTH + 1/2" x BEAM DEPTH I 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" SIDE VIEW OR UPRIGHT DEPTH -1/2') I I W W 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" ALUM BACKING PLATE UM 8063-T6 KING ATE I I W Z C; 2x7SMB: 2" x 7" x 0.05T'x 0.120" m 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" I 3 � a Z W lD 2 x 9 SMB: 2" X 9" x 0.072" x 0.124" (1) 3/8" DIA. CONCRETE _ �_ - - I W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" SCREW ANCHORS (2 1/4" CONC. EMBED) I (4) #14 x 3/4" SMS I INTO UPRIGHT - - tl ^ �, �� Q <[ Z MINIMUM FASTENER EDGE DISTANCE: 1/2" I (4) #10 x 11/2" SMS INTO Z d w MINIMUM FASTENER SPACING: 3/4" - - -- -- - - SCREW BOSSES CHAIR RAIL MEMBER I I 0 :n - N Q W CONCRETESCREW ANCHOR: > '! a. ;q I I W SIMPSON TITEN HD OR EQUIVALENT ,u °• :' a ° a • y 1" x 2" BASE PLATE ANCHORED TO I I LL o SHEET METAL SCREWS (SMS): d CONC W/ 114" CONCRETE SCREW I Z ITW /BUILDEX OREQUIVALENT d' • ' °' ANCHOR (MIN. 1 1/4" EMBED) 6 ' ' I I �- ~ SLAB / FOOTING ° r 4 ° d 6" MAX EACH SIDE OF POST AND SNAP OR SELF -MATING BEAM SEE PLAN e ° +�' o'0 24" O.C. MAX I ONLY FRONT VIEW C CU z Z ^ PURLIN OR GIRT TO BEAM OR POST DETAIL B T x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL �_2 SCALE: NTS z 4t 3 z A-2 SCALE: NTS (�(�•��•'' r++ ^+ r W V'rl U a'`'Q� �� -V�11�®� .J 72 LLenm �Z// U _ Q W e:<•+ Q W gaa as w '•z.� .. G¢e qz Z Q r W Q �, 7 a 1"x2"O.B. FASTENED TO CORNER POST W/ #12 1 1/2" SMS AT 6" FROM aAll 19 CIE COUNT x 1/8" x 2" x 2" EXTRUDED o W -0TOP & BOTTOM RAILS. TYPICALLY @ ANGLE 5052 H-32 ALLOY LL 24 O.C. W/ (4) #14 x 3/4" SMS ®e 1/8" x 2" x 2" EXTRUDED ANGLE 5052 INTO DJ CORNER POSE I � H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. 6„ CONCRETE SCREW ANCHOR INTO + CONCRETE as ' 'e . q '° • °' _ (2) #10 x 1 1/2" SMS ' THRU SCREW BOSSES q "MIN CONC CHOREMBEDM SLAB FOOTING y' d e ANCHOREMBEDMENi WOOD: 2 1/4" MIN CONC SEE PLAN b 114" DIA. x 3" WOOD SCREWS, o o e; v ANCHOR EMBEDMENT d e, ' ' qv •q ' G I 6" FROM GIRT & @ 12" O.C. SLAB / FOOTING ° w' " r ° ' v' •a G/i 1/4" DIA. x 3" CONCRETE SEE PLAN °e: q ; Pe v. v W SCREW ANCHOR, 6" : ` ; U 't FROM GIRT &@24"O.C. SIDE VIEW p g SIDEVIEW Q W 310xBOSSINTO SCREW W J U - - - - -- - 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY 2' CORNER POST W/ 1"x 2" @ 'BACKSIDE (1) 3!8"DIA CONCRETE I I y`` 0 v 0 z W I W/ (4) #14 x 3/4" SMS INTO POST I I 3/8" LENGTH AS REQUIRED SCREW ANCHORS I I UPRIGHT N W 0 0 a_ 00 _ x (21/4" CONC. EMBED) I / PRE -HUNG 0 Z n F- � I FOR 21/4" EMBED CONCRETE I SCREW ANCHOR INTO I DOOR JAMB w Q^ 0 J �2-- w I CONCRETE LL Lo ILL DRAWN BY x 2" OR 2" x 3" HOLLOW 1' x 2" BASE PLATE _ I SECTION GIRT ANCHORED TO CONC W/ 1/4" _ - ov °e ° TP CONCRETE SCREW ANCHOR • •• ve .• i ° I 1"x 2" (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST 'a A' 'a '; v• e e • o• q• 1"x 2" BASE PLATE •• • • p' ° " 'e DATE DRAWN LAND 24" O.C. MAX ° ANCHORED TO CONC W/ 1/4" ' ; e °: •. � 03/30/21 _ ° 4 ° CONCRETE SCREW ANCHOR < •• q v REVISION (MIN. 1 1/4" EMBED) .4 ° •° •q ° • a 6" MAX EACH SIDE OF POST ,• ,, °e',• ,•'°a e -'6"' a Q - d . a •• < AND 24" O.C. MAX v' ZL © - C� 1 -X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW SCALE: NTS G CP -1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE a) PRE -HUNG 4 SHEET NO: A-2 SCALE: NTS A-2 DOOR LOCATION DETAIL SCALE: NTS A-2- -:' o w Q� #14x4"SMS W! 1 1/2" DIA NEOPRENE FACED WASHER @ 6" O.C. // IO•• / �••• •• �j_ ••••••• FLASHING -INSTALL UNDER EXISTING DRIP EDGE ` Yr4` ' wz:.a. • .. t7. '. 't.`O ty-;y t'1° 3" x 0.062" EXTRUDED a•' uaij l':M1iiesv t"'r,M1 A.t A"t1rV.; 7-�•" A 1�\�vl gat._; I..ri•. �,� xi! t:��. "p•L°? x 4�;..+: t'.l5y�x{.. RECEIVER CHANNEL � •,•iyf±vW:�s;•,� if,u"?r?:•�S..av„ A� ,tf r_..,xi'., #14 x 3!4" SMS @ 6" O.C. W W TOP AND BOTTOM W '= 3" COMPOSITE W/ 1 1/2" DIA. NEOPRENE 0- z 3" x 0.062" ALUM ROOF PANEL WASHER @ TOP SCREW ONLY cn RECEIVING CHANNEL W/ #10 x 3/4" TOP AND tr.N J ti� rf} s 1 f s >:t•Sn `• ' �:>:;•tu;;.� �, t� ^r wtfk z W d BOTTOM AS END CAP (2) 3/8" DIA. I 1"x 1"x 1/8" ALUM f •r in, .u- ,lfi;;� �y u : yt YY �;>YrC ti '•t• • �� L.a,�: r�ivi z J �' THRU BOLTS I I ANGLE W/ (3) #14 3/4" SMS EACH SIDE Y �5.�4.• L x } a,1^.` O x z z I I O uiis 2" x 3" x 0.045" I I 1/4" DIA. x 3" N Q w UPRIGHT OR POST LAG SCREWS t� W SEE SHT FOR ADD'L MEMEBER INFO. 3" COMPOSITE PANEL @ 12" O.C. O = � ~ I a S'i z Z m S COMPOSITE PANEL TO FASCIA DETAIL COMPOSITE ROOF TO POST CONNECTION A_3 SCALE: NTS . t m o O A_3 SCALE: NTS (' I REVIEWED FOR 5 z HN a CODECOMPLIANCE ui Wass Z Q W ?� . .. ST. LUCIE COUNTY g~ Q 1" PER FT. MAX FOR 2'-0" MIN BEFORE STEEPER ®�� O z v, o LL SLOPELjo U— �� �y/n ^ #14 SMS x 1" MIN. LONGER 3" x 0.062" ALUM 4" NOMINAL SLAB -TYP THAN PANEL W! 1 1/2" DIA RECEIVING CHANNEL #14 x 4" SMS W/ NEOPRENE FACED WASHER \ TYPE I FLAT SLOPE NO FTG W/ #10 x 3/4" TOP AND 1 1/2" DIA NEOPRENE @ 12" O.C. ALONG LENGTH BOTTOM AS END CAP FACED WASHER @ 4" O.C. OF ALL END MS < 2:12 EXISTING HOST WALL NEW 4" SLAB EXISTING 1 i' �i. ryt k L�c;j 2: :Zrin' �• �., `,tw�•;4.Ty ar.af �'. .+a'rJ t.i ' ' 'fi'$'�;. "tY F•rr, s: SLAB 2"x3"x0.045" END BEAM / / 4ret s z+'Gkh �`r4,. y^4., fs:f:. x , 4 �yt f� t ., '•}i 'n �y:..'�.r'.: �k- `� aV /�...a t .L:4 ,+•:Yf i �.4 4� \,�n ;`rri�•ttaiy��.^:•;� 4:i' �•sr�"•'�: ii•iai27 � 9•`- i u•; r i;".*f�.a 2r•-`'Sr:c ,:{yw'. t.l).,C...v:!�• •.�L •'�;.nt ti1•n •-'i 't/ F GRADE / .e y r�iK°i •�•H J., 1 .ipt ve �;°d .,�, M1 •!�•�.,�.,wA ' .��•�> ile7::''•4:� �`M"°^ 'S KMA�4-ti d':u :h:i'rd'•!'.iT.�AM Mi C 1K h-� rM1 . A t.'�i+Y I.`•.)�> Ni',•t,!.N 4,rur V.M. '',r•��i1A^.1`.: �� py'J�1%1'l?' � Y: ��1•.!va�N..A�L✓,: .I'�.-' A .. 0 4 n �• .. • �" � �_ � _� I / _ __ .__ ._-_ f ® - _ 2„ x 3" x 0.045' W U LT_ n < ' e ® e $" . n < ' #5 x 12" BARS @ e V24" O.C. 6" EMBED I I _ END BEAM 3" COMPOSITE _ _ _ _ ROOF PANEL Q n- Q LU U I— EPDXY IN PLACE +--$" #5 CONT 31" OVERLAP (4) #10 x 1 1/2" SMS INTO_/ I/ 3' SCREW BOSS OF END BEAM / I I 1 1/8" x 2 1/8" x 1 112' x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) LU W� a w ON I I I #14 3/4" SMS EACH SIDE OF U) (- AT JOINTS ON 3" CHAIRS TYPE II x Q Z ti MODERATE SLOPE FTG 2: 12 - 3:12 I 1" x 3" O.B. FASTENED TO HOST W/ 2" x 3" x 0.045° I INTO POST 3/8" DIA. THRU BOLTS I d I O DRAWN BY WOOD: I 1/4" DIA x 3" LAG SCREWS, 3" / 1"x 1 " x 1/8" x 3" LONG I NOTES FOR ALL FOUNDATION TYPES: FROM GIRT & @ 12" O.C. I 6063-T6 ALUM ANGLE TP 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING CONC: I W/ (x SMS UPRIGHT OR POST DATE DRAWN PRESSURE OF 1,500 PSF. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND 1/4" DIA. x 3" CONCRETE I INSIDE O OF UPRIGHT SEE SHT FOR ADD'L MEMEBER INFO. 03/30/21 SCREW ANCHOR, 3" COMPACTED PRIOR TO PLACEMENT OF CONC. FROM GIRT & @ 24" O.C. REVISION 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. Q - 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON -HABITABLE CONCRETE FLAT WORK © _ S-3 - S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL COMPOSITE ROOF TO POST CORNER CONNECTION pq 3 SCALE: NTS A TYPE II FOOTING TO AN EXISTING SLAB SCALE: NTS A-3 SHEEP NO: AT FIELD VERIFIED LOCATION A-3 SCALE: NTS A ^