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HomeMy WebLinkAboutEngineeringCONTRACTOR: DON EINKLE CONSTRUCTION INC. 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 AAF 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: VuL'r =150 MPH, Nominal Design Wind Speed: V-D =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- Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.04 density foam, Florida Product Approval Number FL 7561-R5. Foundation Design New Type I 4" cone. slab with fibermesh and poured w/ 2,500 PSI concrete. Doweled & epoxy to existing slab with 12" #5 rebar a 24" o.c. The foundations are based on a minimum soil bearing pressure of 1,500 psf. 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. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 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 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. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 9'-9" f 1X2(TYP) of 2X2GIRT (TYP) 0 2X3XO.070 W/2XDJ 1X2(TYP) 9'-6' - 0 0 I 1 0 � 0 0 1 A-3 35'-0" 1'-0' 3"X48'XO.024' 1.01 DENSITY FOAM COMPOSITE PANEL gg 2X3X0.050 2X3X0.050 END BEAM END BEAM 3'X48"X0.024' 1.0� DENSITY FOAM COMPOSITE PANEL 2X3X0.050 A-3 EDGE BEAM 24-ALUMINUM u' KICKPLATE ( ) (TYPICAL) I 5'-10" 5'-10' 5'-10" 5'-10' A-2 5'-10' 1j y 2 I O O I in 0 I in REVIEWED LBOCC U 1=O BODE COMPLIANCE ST'o CIE COUNT clCn LO : W W Z �, W Z;3 z Q Z N N � Z V1 w W ® J LL a f' 0 �U!R z N z z W VI Ln lJ 5 Z Q W wa�� � Q W Za:;y`: p Z O Z $ m J W LL c o LL DRAWN BY TP 09/29/21 REVISION A-1 v rJ W ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS (1) 1/2" DIA. THRU BOLT w/ NYLOCK KICK PLATE NOTES: 1. 0.024 ALUM \\\,`,,,"" *',I///// / 2 x 2: 2" x 2" x 0.046" 1/8" x 2" x 2" EXTRUDED JAM NUT - IN LIEU OF NYLOCK JAM NUT JAM NUT w/ THREADLOCKR 2. SCREW ALL CORNERS `e� �'� �•• •••. •• 2 x 3: 2" x 3" x 0.050" ANGLE 5052 H-32 ALLOY EA MAY BE USED S. 100 B -120 B WIND ZONES ♦♦\ ♦ ♦ ._ • / 2x4: 2"X4"X0.050" SIDE ® TIGHTEN TO CONTACT - DO NOT 4. USE #8 x 0 B WIN @ 1 N O.C. 120C-140BWINDZONES / M u- d 2x5: 2"x5"x0.050" OVERTIGHTEN USE #8 x 5/8" SMS @ 8" O.C. •; e o QC2 e p O o • • 5. 140 C - 150 B WIND ZONES W p W ' OPEN BACK SECTIONS °• �° USE #8 x 518" SMS @ 6" O.C. a 0. V 1 X 2: 1" X 2" X 0.040" :. • ; 8. 150 C & ABOVE WIND ZONES o N ; Q ; 1 x 3: 1" x 3" x 0.045" ° USE #12 x 5/8" SMS @ 6" O.C. o • Z 7. SCREWGIRT, BOTTOM RAILilp & BOTH SIDES // � �'• SNAP SECTIONS .°_. +°'., d' �d ° ° • .:.a 8. MAX KICK PLATE HT=36" / // •'••��� /.y •.•'•l���♦♦ •• 2 x 2 Snap: 2" x 2" x 0.045" ° ,' , ° • ; V/� 2 x 3 Snap: 2" x 3" x 0.050" 2 4 Snap: 2" 4" 0.045" d • ° °•; • ' ° 2" MIN EDGE DISTANCE FROM I �//� I OPTION 2: Q� \\\� X X X SLAB /FOOTING . ° d a EXTERIOR OFCOLUMN TO a o, 0.125" 1 112" 21/8" 1 1!2" SEE PLAN °. • °' ,' ° a • OUTSIDE EDGE OF SLAB I x x x I INTERNAL OR EXTERNAL SELF MATING (SMB) OPTION 1: ALUM RECEIVING CHANNEL I I 2 x 4 SMB: 2" x 4" x 0.044"X 0.100" SIDE VIEW 2" x 2" x 1/8" ALUM ANGLE W/ (3) #12 x 3/4" INTO 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" W/ (4) #12 x 5/8" EACH SIDE I I GIRT EACH FACE & (3) W LLi W 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" I #12 x 3/4" INTO UPRIGHT z 2x7SMB: 2" x 7" x 0.05T'x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (2) 3/8" DIA CONCRETE rn 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHORS I UPRIGHT I I W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21I4" CONC. EMBED) - - - _ - _ - I Q Q 0 MINIMUM FASTENER EDGE DISTANCE: 1/2" CHAIR RAIL MEMBERI I Z p. W MINIMUM FASTENER SPACING: 3/4" _ _ - _ _ _ _ 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" I I 2" x PATIO 0 V1 Z CONCRETE SCREW ANCHOR: 1/a MUNcoNc ° ANCHOR �; f' ' CONCRETE SCREW ANCHOR I EXTRUSION I N Q ul W U SIMPSON TITEN HD OR EQUIVALENT EMBEDMENT ° ' : 27/a'MIN CONC • ° • (MIN. 1 1/4" EMBED) 'd• '. . d 6" MAX EACH SIDE OF POST " I I REVIEWED N7/ ED O� u- o SHEET METAL SCREWS (SMS): ANCHOR °' d. ° • AND 24" O.C. MAX • ITW / BUILDEX OR EQUIVALENT EMBEDMENT :• a . •:° . ° I �•a U®®E COMPLIANCE d ° n SLAB FOOTING .° r a a, ,° . s4' ° ST. LUCIE COUNTY SEE PLAN a o °�� 2 = Z Z FRONT VIEW Z_ - W B " C CHAIR RAIL TO UPRIGHT DETAIL U � x T PB UPRIGHT TO CONCRETE DETAIL SCALE: A_2 SCALE: NTS q� = rZ m ^ a A-2 NTS Q W ma W Z ��g 1" x 2" O.B. FASTENED TO CORNER (' H POST W1 #12 x 1 1/2" SMS AT 6" FROM O z m TOP & BOTTOM RAILS. TYPICALLY @ 1/8" x 2" x 2" EXTRUDED in J W c I I 24" O.C. ANGLE 5052 H-32 ALLOY I ILL O W! (4) #14 x 3/4'. SMs 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 INTO DJ ® e CORNER POST I I H-32 ALLOY EA CORNER #14 x 2" SMS INTO POST & (1) 3 8 DlIA. 6„ CONCRETE SCREW ANCHOR INTO H CONCRETE e (2) #10 x 1 1/2" SMS - _ o THRU SCREW BOSSES ziia MIN CONC -� 2 1/4" MIN CONC SLAB /FOOTING ° rANCHOR EMBEDMENT ° a ' .. a AN EMBEDMENT SEE PLAN d ° • v a ` WOOD: 1/4" DIA x 3" WOOD SCREWS, SLAB FOOTING a, 4. TO . • ° '° °. .° d ° I� 6" FROM GIRT & @ 12" O.C. SEE PLAN ge W W I CONC: 1/4" DIA. x 3" CONCRETE ° ° ° U g SIDE VIEW SCREW ANCHOR, 6" SIDE VIEW Q W FROM GIRT & @ 24" O.C. a G I (4) #10 x 1 1!2" INTO �2"-{ CORNER POST W/ 1"x 2" @ I 0 0 SCREW BOSS , BACKSIDE 1I8" x 2" x 2" EXTRUDED I Z J I--' N I ANGLE 5052 H-32 ALLOY (1) 3/8" DIA. CONCRETE I W LLI � (n Lr) - ` ` - W/ (4) #14 x 314" SMS I I 3/8" x LENGTH AS REQUIRED FOR 21/4" EMBED CONCRETE SCREW ANCHORS (21/4" CONC. EMBED) . UPRIGHT ...� w (9 0) M I INr NTO POST I PRE -HUNG / Q' a) cc ¢ _ _ _ _ SCREWANCHOR INTO DOORJAMB 0 J 3: D - _ - _ I CONCRETE I C. CL LL- 1" x 2" BASE PLATE / DRAWN BY Ir ANCHORED TO CONC W/ 1/4" - as • : - - - - I 2" x 2" OR 2" x 3" HOLLOW CONCRETE SCREW ANCHOR °o• '• v ° °+ TP I SECTION GIRT (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST °• a .. " " P ° a' . DATE DRAWN D AND 24" O.C. MAX I a ° ° 1" x 2" BASE PLATE ° ° u : ' ° 09I29I21 1"x 2" }}-- 6' C ° ° ° ° ° .d REVISION • , 4p °• SVLq CONCRETE CREW ANCHOR ° . a ° . ° . °° a • (MIN. 1 1/4" EMBED) d Q - ° 6" MAX EACH SIDE OF POST ° ., °4• ; °° ' ° AND 24" O.C. MAX + • ° FRONT VIEW FRONT VIEW a _ G1 1X2 TO HOST STRUCTURE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE (cD PRE -HUNG SHEET NO: A-2 SCALE: NTS A-2 SCALE: NTS A-2 DOOR LOCATION DETAIL - SCALE: NTS A- 61� 0 #14 x 4"SMS WJ 11/2"DIA. NEOPRENE 3" COMPOSITE \\ ••• Ji / PANEL FACED WASHER @ 6" O.C. #14 SMS LONGER `\'e\ ••••.� x 1" MIN. THAN PANEL W/ 1 1/2" DIA \\ �••••• / • btu I/ „ \\��y� EOPRENE FACED WASHER 2" O.C. ALONG LENGTH ALL END BEAMS �O!Fl �j o .q.s,% •.Chw�r: �[i'•:iwr frN"Y', r j ,l1 y.5i•Ai". ^5 • �:a. :'(✓:•R''1'y�+•' ';� `�...,.� O • � W to ' • + W p[ 3" x 0.062" ALUM 'r4.M• 4 � ••��, j.� .' a a RECEIVING CHANNEL <:Su :�C�e„E' Y...;r4., :ta'ak:F:: •... V Q W/ #10 x 3/4" TOP AND AS END CAP j ••• % BOTTOM a f�y Z _ ..,-•••.... FLASHING - INSTALL / •'•.•• 2"x3"FLAT TOP RAIL- NO UNDER EXISTING DRIP EDGE //0t. a ••••. ••• 4 \\ ANGLE REQUIRED UNLESS 3" COMP I I J PANEL Ew x 0.052" EXTRUDED 3RECEIVERCCHANNELL //t,���I I' I 2"x3BEAM ts$1END ���,,,�,, ((44)#10x4E G ATTACH" III I I #14 x 3/4" SMS @ 6" O.C. 2" x 3" PB III II I O „„ I p 2" 3" 188 I TOP D BOTTOM W/ 1 1 2" DIAN NEOPRENE UPRIGHT W x FLAT I W I I U_ TOP RAIL W/ p IZ WASHER @ TOP SCREW ONLY W (4)#10x4"SMS u INTO POST �.;,, .,;,• •rw}� '� f'+,.,•,•"*�,,,r `c`+rq�9•''!:r?.'1'�'"+wfif� Z m 2"x3"FLAT ';:•,y. y.,.,W..it>r+',''••'irn'•r'Y„i',y'r�'.,+:�3.s•,,it<�,:••;,,I •`:•'x `::;'S;o Nr •, i;eS':'•. , n 4�'•'•'a ^':3:5n :.1. `'� 'r,',, Z O W �0 TOP RAIL W/::... �:ey .+ �.,, :•e,� t '✓.,- +., r"• •fi 4 #10 X 4" SMS •H�iti�. �a� r,'7 {�i a i2it'�',•?, S.t}/1• Yt' 11yy h•. a":.i\�Y,iaY ":}�yy -�•^� 15..,� q', .h: t,.:. 4,.• •.y Y.Y ), Yii•f,', ( ) N•t y' �3'4�} r:.�4., a: t .c+ • q S;•i x"'.i: n• . t! `. t+2.:-.•!. a+ • {i 14:a � ern.: G(r`{�Y , ?:,,• ^. r!y,p�;), .....• y.4'`i'.�•.��'j:''r:••7. q. tn•^.(4...? � �) '4: af': L.ae:?e•r:�'! z Ci W � '., :' • a ,ate. W 4%'•:i .ham. far....)•: ..;�'.'• ro.h.'W44 { c''p F'?.:;.,. ,w'L'il'A'j.'.�yt f ai• !."%��,L,l.- n'•. L; •^n':•n, 1, INTO POST Me• w'r•°T,S}•�`.r: r. �1Cd^ 1.wYl5' ,.� 1'•+�.. sq.. ...I ;'��i:4.?,�n" Ip'`j;.,,.f4p.!,'�S .N.�`x rS�..�Z+:+C''*{.:, F,:,.w-.:�:i.,,; i,,,;Ke„T•'d'i.'.�,s'.•r�.:.q t,; Q Q }�",'"'w .., far' w h•n ;; vt �MH'<.:;i^}' wi`eY d•..p�'�;•aj'.?�„ z 0' 2" x 2" x 3" LG _ x 1 /8" ANGLE - -- — - — 1 /4" DIA. x 3" L@Al2SORC. 0 h N Q U x 118" ANGLE -- - — 3" COMPOSITE PANEL � LWL J 0 (4) #10 x 3/4" (4) #10 x 3/4" 0 SMS INTO SMS INTO I I d ~ SCREW BOSSES I I SCREW BOSSES (2) INTO TOP RAIL I I (2) INTO TOP RAIL (Z) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S-1COMPOSITE PANEL TO FASCIA DETAIL SCALE: NTS z A-3 z S 2 X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT :3 z_ A-�] SCALE: NTS J Q R 'ni W w CL Q W 92 vv3 0 7 z + OC t7 �pm 0 Z `D m J W o 1" PER FT. MAX FOR 2'-0" LL MIN BEFORE STEEPER SLOPE EXISTING HOST WALL 4" NOMINAL SLAB - TYP TYPE I 2" x 3" x 0.050" / (AFLAT SLOPE NO FTG FLAT END BEAM J W < 2:12 NEWSLAB W/ F BERMESH EXISTING SLAB /� — - • LL 0 D- W Q 4 CONCRETE: �- z 0 % w (� F_ m (2) 1/4' DIA. x 3" OUICKSET O w M W #5 x 1 Z" BARS 24" O.C. ANCHORS INTO WALL 1 1/2" 21/8" 1 1/2" 3" 0.062" WOOD: fM Q ,- O J 6" EMBED EPDXY IN PLACE x x x x Q D- u_ ALUM RECEIVING CHANNEL (2) 1/4" DIA x 3" LAG SCREWS W/ (4) #14 x 3/4" SMS EACH % INTO WALL DRAWN BY NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF. SIDE INTO BEAM REVIEWED FOR REVIEWED TP DATE DRAWN t" 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND j • COMPACTED PRIOR TO PLACEMENT OF CONC. ¢i®DE COMPLIANCE 09/29/21 REVISION + \t, T'+ F , 3. CONCRETE SHALL BE PER 4. FIBERM SH MAY BE USED IN SPECIFICATIONS EUFOR WELDED WIRE MESH. 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR �\ c7r. � UCIE ®���� 'A - NON -HABITABLE CONCRETE FLAT WORK BOCC © " © " 4 A TYPE I FOOTING TO AN EXISTING SLAB S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL SHEET NO: SCALE: NTS /� SCALE: NTS /•y-3 A-� A-3- clk