Loading...
HomeMy WebLinkAboutPLANSz- _CONTRACTOR: JENSEN BEACH ALUIvff DESIGN CRITERIA: specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part I -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 Categary 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: VmT =150 MPH, Vas-=116 MPH 3.3. Exposure Category, Section 1609.4.3: ExposureD 3.4. Screen Enclosure Section 2002.4 4.4. Building Category for Aluminum Structures, Section 2002A Category Twe 1- Screen Room: Non -Habitable, Unconditioned Loading: I. Section 1607.8.1: Handrails and Guards a Uniform Load of50 PLF applied in any direction 2. Section 1607.8.1.1: Concentrated Load a Concentrated Load of200 LBE,applied in an direction ' 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a Horizontally applied normal load of200 LBF on any men. Specifications 1 The following specifications are applicable to this project L 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 I8/14 or 20/20 Better View. Any other material most be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". 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 crater. 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 u. Aggregates - Large Aggregate 3/4" max-ASTM C 33 fiL Airentmining+/-1%-ASTMC260 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 iL 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 men for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL 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 AP." XOSURE HAVE _ tr BEEN DETFENE USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. co O co Z fO a �° Z: =D.w .1 r O- SCANNED N ;�.� z `13 BY St. Lucie County '•,,�py� p�p� O 0 12'-6" 1X2 1X2 Co X C A-2 X x— X 2X3 N 2 X 3 U i B A-2 — 6'-3" 6'-3" ❑ J C LULU w a w a S.T. LUOIECOUNTY m BUILDING DIVISIO LL O z w RA REVJEtyRo cc ¢ m W m FOR COMP SCE ^, REVIEWED Y LU i DATE /@ i E. ¢ w P NSA D PERMIT � LU O � LL Z V cc LL UST BE KEPT ON JQB Oq �NOMIN9ZRM%q e........ . ...ccy (� / THESE ftAAS AJ4D AL. Pp n D GCS Z . J ME EGT10%S RE�L9P,D51FR3lrCYO^S'iriA7 AAY m= 4C'' Z iLtly IiJ ©riiiER 70 Z =$ to R W � � s RLYWITHALLAPRiCAIR-PCODES, Q LU u .'. N z <a Z Q o3c� A-2 Z fs :m §' in w LL :.iXiALED FASTENERS OR ATTACHMENTS ME THE RESPONSIBIWOF ME CONTRACTOR OFRECORD vi .Mt, to mLU 1 X1 PICKETS � Q a (TYP) W G W m Z 0 F �# 0 W= at=ZV 0-F 7 U LL DRAWN BY GD 04111111 REVISION C C �' SHEET NO: N A-1 ALVMINUMMEtYIBERSDIMENSIONS ;. 1/8"x2"x2"EXTRUDED \�.C• T a7�A°/// HOLLOW SE ANGLE 5052 H52 ALLOY FA \/ / 2 x2: 2"x2"x0.O46" \\ � / .046" 2 x3: 2"x3"x 0.050" SIDE ` V •• '• 2 x4: 2"x4"x 0.050" lq�:• 2X5: 2"x5"x0.050" UPRIGHT Q: O Q OPEN BACK SECTIONS � W W : Q ' Z Ix2: 1"x2"XO.040" ® CONIC. HEADER: t) W �� I x3: 1"x3"x0.045" 1"x2"O.B. BASE PLATE-TYP 114" x 3"CONCRETE N •� Q (!J` CH SCREW ANCHOR@24"O.C. ' .� SNAP SECTIONS REscoat iwu;Nconc . nxcaoaeusenusar ;xxcaoasuesouexr WOOD HEADER EXISTING // �O'• ••� \ 2 X2 Snap: 2"x2"x0.045" z m.. , "N EDGE DISTANCE FROM #10 x3"WOOD SCREWS HEADER / / •.•• .• \ •�+ 2 x3 Snap: 2"X3"X0.050" 5d MIN EXTERIOR OF COLUMN TO @,2"O.C. //// P 2 x4 Sna' 2"x4"x0.045'• P' SLAB I FOOTING ' -� OUTSIDE EDGE OF SLAB \�\\ SEE PLAN PFI � IO I;EAL SELF MATING (SMB) SIDE VIEW {r{ E 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" i 2 x 5 SMB: 2" X 5" x 0.050" x O.100" (1) 12" DIA THRU BOLT./ NYLOCK L 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/THREADLOCKER \ ❑ 2X7SMB: 2"x7" x 0.05T'x 0.120" (1)3/8"DIA CONCRETf MAV BE USED — ------ pj ui2x8SMB: 2"x 8" x 0.072" x 0.124" SCREW ANCHORTIGHTEN TO CONTACT -DO NOT _.... ....- _. .......... 0 y O.2x9SMB: 2" x 9" x 0.072" x 0.124" (21/4" CONC. EMBEDOVERTIGHTEN 7 x 2 HOLLOW HOLLOW u U-1 4 2XIOSMB: 2"xlO"xO.092"xO.398" SECTION (Y LL ZMINIMUM FASTENER EDGE DISTANCE: 12" _ WOOD: 0 QMINNUM FASTENER SPACING: 3/4" - #7Ox3"WOOD SCREWS °.+ PLATE ANCHORED TO @ 12" O.C. CONIC: WG. Wz i7"x2"BASE i CONCRETE SCREW ANCHOR: CONIC Wl7/4"CONCRETE SCREW 1/4"DIAx 3"CONCRETE ZOSIMPSON TITEN HD OR EQUIVALENT 7ANCHOR (MIN.7114"EMBED) SCRElWANCHOR@24, C. 0 z Q¢ SHEET METAL SCREWS(SMS): SLAB/FOOTINGa'�—{*° 6" MAX EACH SIDE OF POST AND Oj Zt TTW /BUB.DEX OR EQUIVALENT SEE PLAN 24" O.C. MAX 7"x 2" HOLLOW — LZyJ HLL 0LL SECTION FRONT VIEW EXISTING HOST i 0 B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B-INX2 TO HEADER DETAIL Z u R SCALE: NITS A-2 A-2 SCALE: NTS J J (D ry N R t" I S .. Q Lu LLnm 0 LLJ C ymj yTj Z '. Z 0 c =)Z� w 3 VI W ur. OPTION 1: FA-1 2" x SMB UPRIGHT 212" x 1 W x (TOP RAIL WIDTH +12"x UPRIGHT DEPTH -12") i ALUM BACKING PLATE 1 I OPTION 2: W000 HEADER W/ (4) #10 x 1 1/2"SMS 2" x 0.06Z' ALUM RECEIVING ( (1)3/8"x3"LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/(4)#10 x 314" ' CONCRETE HEADER SMS INTO GIRT& (4) (1) 3/8" DIA x W CONCRETE SCREW 2" x 2" OR 2" x 3" #10 x 314" INTO UPRIGHT WOOD: ; ANCHOR INTO HEADER MEMBER #10 x3"WOOD SCREWS, U' J --__--_--_ --- FROM GIRT &@12"O.C. In m CONC: N Z -- -- — -- -- -- __ _-- — -"" 1/4"DIA x3"CONCRETE Q L6 - SCREWANCHOR.V ' FROM GIRT &@24"O.C. O = HEADER I EXISTING sppreve to E spacednt nlo spy nto j SCRIEWBO .Q W F O pass thru of pass thm of' pass thru of 61NT0 Lu 4"sphere 4"sphere 4'sphem i I I SEE BSERIESTollJ # W cn m _ _ _ _ _ _ — — - - _ _� _ — _ — — _ — — — — _. , FOR UPRIGHT 1 ONNECTION ' ; Czm — — — — a I F- o 0)1"x 2"HOLLOW 1"x2" W/#'IOx2"SMS-6" O Z WSECTION MAX EACH SIDE OF POST — -- — - — — -- — -- — -- — -- - — — I2°x HOLLOW_-'--"'----' G. F- — LI- AND24"O.C.MAX SECTION GIRT ..__ __-._-.__.. _ _ ...._ _._ ... TOP OF DRAWN BY cUNc SLAB GD 2" x 2" x 0.125" ALUM ANGLE W! (4) #14 x 314" SMS INTO UPRIGHT 2" x 2" x 1/16" NEOPRENE 7"xY DATE DRAWN - PAD SHIM @EACH 2"x UPRIGHT 1"x 1"x 0.048" PICKET FASTENER LOCATION 04/18/18 AT 4- O.C. MAX INTERNALLY 7•x2"BASE PLATEANCHOREDTO SCREWED TOP CHAIR & REVISION #10RAIL I CONC W/ 114" CONCRETE SCREW BOTTOM I"x2"W/(2)#10x2" ANCHOR L �4 EACH SI1l4"EMOSTAND 6" MAX EACH SIDE OF POSTAND�!� 24" O.C. MAX B-2 POST TO HEADER DETAIL C C-1 1X2 TO HOST STR(ICTU E DEf 1L� iE SHEET NO: !{-2 SCALE: NTs CREEN ENCLOSURE RAILING DETAIL A-2 SCALE: NIS A-2 SCALE: NTS-2 aim f UP 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter23 Wood 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Alm Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE7-10. 2. Dead Load 2 PSF 3. Wind Load 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Catesory L 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 Vmr =150 MPH, V--116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure D 3.4. Screen Enclosure Section 2002A 4.4. Budding Category for AluminumtStructures,,Section 2002.6: Category Type 1 ' Seredn Room: Non -Habitable, UnconJi ititmW t ' Loading: 1. Section 1607.8.1: Handrails and Guards a Uniform Load of 50 PLF applied in any direction. 2. Section 1607.8.1.1: ConcentmtedLoad a Concentrated Load of 200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a Horizontally applied normal load of 200 LBF on any urea Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING 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 TS Alloy. Due to quality control issues, no manufacnner substitution is acceptable without the specific written, signed V sealed authori U n of Sunc rant 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 stainless steel series "300". 5. All Self Mating Beam Sections are m he stitched with either #14 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 6. When 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 l,- ASTM C 150 ii. Aggregates - Large Aggregate 314" max-ASTM C 33 iii. Air entraining +/-1%-ASTM C 260. iv.Water reducing agent - ASTM C 494 v. Clean Potable want vi. Other admixtures not permitted b. Metal accessories shall conform m: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric -ASTM Al85 a 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 pemutted- 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. b. 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 AN^--rPOSURE HAVE BEEN DETERNHY JSING THE ADVANCED TECHNOLOGY C:, i.CIL'S WEBS= AND GOOGLE EARTH. O 00 \01111i11f///7/ _ W N� ;> z �•• ` I ST. LUCIE COUNTY BUILDING DIVISION - €��FdOG�l3Lc® FOR REVIEWED Y DATE r 12'-6PLANS AN RMIT MUST BE KEPT ON JOB OR NO INSPBDTidN WILL MR x4A A& B-2 B-1 A-2 A-2 THESE PUNS AND All P11.0 1X2 1X2 m N X led- D N A-2 X X �— 2X3 N 2X3 1 6'-311 A..".ESV..I: l .r l i `rr.7t�i!?ar.,.•rp�li J iMt9i �� Iv«��d.i,•.il� �� JF�Jt fl T�J' C-1 co", KY WIT H ;UAI TUCAN Frnn_ , A-2 CONCr4LED FASTENERS ORATTACHMENTS 4RE THE RESPONSIBILITY OF T,4E CONTRITTOR OFRECORD 1 X1 PICKETS (TYP) o �El ❑ CC tai W O d d w r cc LL z1 -8 cc Qm Jm LU a E f W �z pz �z Qz o� z� w F-LL WLL Z CJ J R J aZ�s s ; ¢ W �a-PT 5 o z_ rRFzrFzFz u 'Z Li of== Qo =) Z �§21 o H W UP " VI J In W QZQ � W U QLL= WLU F 7 W LUU z U W OMr o F y 1F-7�Ji GD 04/18H 8 REVISION t4te= 1 1% ; 0 SHEEI NO: A-1 F ALUMINUM MEMBERS DIMENSIONS SECTIONS - 118"x2"x 2- EXTRUDED \\ HOLLOW 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H4I2 ALLOY EA SIDE 2x3: 2"x3"x 0.050" Q •'.2y 2 x 4: 2" x C x 0.050" •[(, 2X5: 2"X5"X0.050" UPRIGHT cl 0 a OPEN BACK SECTIONS - • U C Op I I x2: 1"x2"x 0.040" CONC.HEA �'. 0= I x3: 1"x3"X0.045" Vx2"O.B. BASE PLATE-TYP 1/4"x3"CONCR: CONCRETE - .-t ' - it,MI.wRc SCREWANCHOR@24"O.C. ��'•, / O( SNAP SECTIONS z"tkuiu wrvi . ANCHOR EMBFDMEM :xxcuoa EMeEOM�EM WOOD HEADER: EXISTING .-• j • "' 2 x2 Snap: T'x2"x 0.045" z #10x3"WOOD SCREWS / q 2X3 Snap: 2"x3"x0.050" Y, uirv�" Sd MIN EDGE DISTANCE FROMEADER EXTERIOR OF COLUMN TO @ 12" D.C.00 /� si `;, 2 x4 Snap: 2"x4"x0.045" SLAB/FOOTING - - OUTSIDE EDGE OF SLAB .�. `,1� t 1' t SEE PLAN PROFE SIO SEAL 1 SELF MATING (SMB) SIDE VIEW t 2 x 4 SMB: 2" x 4" x 0.044" x 0.10O" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1)12" DIA. THRU BOLT./ NYLOCK I 2x65MB: 2"X6"X0.050"X0.120" JAM NUT- IN LIEU OF NYLOCK JAM 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 1 3/8" CIA. E NUT, JAM NUT w/ THRFADLOCKER O C MAY BEUSED — ------ Of Lj ui I 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREWS TIGHTEN TO CONTACT- 00 NOT ._. _ ..... _.. __..._ _.. 0 1 1 2X9 SMB: 2"X9"X0.072"x0.124" (2114'CO) OVERTIGHTEN 1"x2"HOLLOW U W 2X10 SMB: 2"x 10"x0.092"x 0.39S" I SECTION LL Z w$ 1 MINIMUM FASTENER EDGE DISTANCE: 12" WOOD: 0 z .. p. MINIMUM FASTENER SPACING: 3/4" jANH x. .a #10 x3"WOOD SCREWS SCREW ANCHOR: 1"x 2" BASE PLATE ANCHORED TO ' ' CONC: WCONCRETE WNSRAPSON TITEN HD OR EQUIVALENT `' CONC W/ 1/4" CONCRETE SCREW 1/4" DIAx 3" CONCRETE Z �z . ANCHOR(MIN. 11/4"EMBED) SCREWANCHOR@24"O.C. 0 Qz SHEET METAL SCREWS(SMS): SLABIFOOTN• e-�--TFs" 6"MAX EACH SIDE OF POSTAND O� Z� ITW / BUR"DEX OR EQUIVALENT SEE PLAN 24" O.C. MAX 1"x 2" HOLLOW _ W F LL C v' FRONT VIEW _ SECTION EXISTING HOST C C B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL 6-11X2 TO HEADER DETAIL Z U A-2 SCALE: NTS A_2 SCALE: NTS J EM N J q N $25� s _ Q LLILLI LLnn W O u IZUn— Z y C mN3�� z Z OPTION 1: 2" x SMB UPRIGHT 212" x 1/8" a (TOP RAIL WIDTH + 12" x UPRIGHT DEPTH -12') ALUM BACKING PLATE ' 3 OPTION 2: WOOD HEADER W/(4)#10x 1112"SMS ( 2"x 0.062"ALUM RECEIVING (1) 3/8"x 3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4" NCRETE HEADER l SMS INTO GIRT & (4) /8"DI Lx3"CONCRETE SCREW 2"x2"OR 2"x3" #10x3/4"INTO UPRIGHT WOOD: ANCHOR HEADER MEMBER I #10x 3"WOOD SCREWS, 6" J _c ZZIN__--_ --- FROM GIRT &@12"O.C. N co CONC: Ln Z 6HEADER — — —LLI x3"CONCRETE w QFpassthm SCREW ANCHORS" KX>1/4"DIA Q FROM GIRTB@24"O.G 0 iLL I spaced to i spacetl to prevent prevent ( I INTO SCREW U Q W F UN of thnt of BOSS LU pass pass 4"sphere 4"sphere 4"sphere SEER -SERIES i .. _ _ _ _ ULj W _ — - -- — _ — — -- ' 4 €€ ( m 1"x 2" HOLLOW 1"x 2" W/#10x2"SMS-6" ` i CONNECTION e0D Z m O Z W -1 SECTION MAX EACH SIDE OF POST -.------.---. —---------- 2" x HOLLOW 1F-.-7 LL AND 24" O.C. MAX I TOP OF - SECTION GIRT DRAWN BY coluc sLAe I GD 2" x 2"x 0.125" ALUM ANGLE W/ (4) #14 x 3/4" SMS INTO UPRIGHT 2" x T' x 1116" NEOPRENE 1"x 2" DATE DRAWN PAD SHIM @ EACH 2" x UPRIGHT 1"x 1" x 0.046" PICKET FASTENER LOCATION 04/18/18 AT4"O.C. MAX INTERNALLY IJ'x 2"BASE PLATE ANCHORED TO SCREWED TOP CHAIR - REVISION I"x2-O BOTTOMI"x2"WI (2)#10x2" 1 _ ANCHOR(MIN. 1NCREBSCREW ANCHOR (MIN.1 1/4" EMBED) - 6" MAX EACH SIDE OF POST AND 24" O.C. MAX B-2 POST TO HEADER DETAIL C+ c-NX2 TO HOST STRUCTURE DETAIL A_x] SCALE: Nib CREEN ENCLOSURE RAILING DETAIL A_2 SCALE: NTS SHEET NO: ^ 2 SCALE: NT6 A 2 I L yy� J- D.� 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter20 Aluminum, and Chapter23 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 Cade. 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 Vmr=150 MPH. Vmu=116 MPH 3.3. Exposure Category, Section 1609.4.3: ExtosureD 3.4. ScreanEnclospm Section 2002:4' '• ` .. -_� 4.4. Building Category for Aluminum Structures, Section 20026: Category Type I -Screen' Room: Non-Habimbl4 Uneooditioaed Loading: 1. Section 1607.8.1: Handmils and Guards a Uniform Load af50 PLF applied in any direction - 2. Section 1607.8.1.1: Concentrated Load a. Concentrated Load of200 LBF applied in an direction 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a. Horizontally applied normal load of 200.LBF on any area Roof Type 1. Roof Type: EXISTING 2. Roof Material EXISTING Specification The following specifications are applicable to this proiect 1. All work shall be in accordance with the 6thEdition (2017) Florida Building Code, and any other applicable local codes and regulation. 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 Sncoam Aluminum Engineering, LLC. 3. Screen Material: Design based on 18114 or 20120 Better View. Any other material must be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or beau zinc plated to ASTMB633, or stainless steel series "300". 5. All SelfMating Beam Section are to be stitched with either 914 screws 6" from ends end 24" center to center or #12 screws 6" from ends and 12" center to cema. 6. Where concrete specification 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 followingcompownts: i. Portland Cement Type I.- ASTM C 150 iL Aggregates - Large Aggregate 314" max - ASTM C 33 iiL Airenttaining+1-1%-ASTMC260 iv.Water inducing agent - ASTM C 494 v. Clean Potable water _vL . Other admixtures not permitted b. Metal necessaries shall conformte: 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". Wateraddedafter hatching is not permitted d. Prepare and place concrete per American Concrete Institute Manual ofStndard Practice, Parts 1, 2, end 3 including hot weather mcommendations. e. Moist core m polyethylene curing permitted £ Prior to placing concrete, treat the entire subsurface aratfor 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 ----.,SURE HAVE BEEN DETERMINEi_ WING THE ADVANCED TECHNOLOGY COuirc'HlS WEBS= AND GOOGLE EARTH. O 00 �tlllllll/�� co LLO • Z= a w o0- U o m //'PR()�E$�I�dI4t SFAL FAT CIE COUNTY NG DIVISION an atC112 —6 AN PEKFPTON 'O`-TION WILL BE MADE B-2 B-1 A-2 A-2 THESE PUNS AND ALL PRnpP&M kAE�U�''Ci {©l',�f(t;��f:+�c'v'•LIU�e�.. 1X2 1X2 m X d A-2 - X X s- 2X3 N 2X3 � 1 I X1 1 B A-2 - 61_31a— - - - 61-311 a t•d AEBUIfi2*��t"ri�,l��i+;7Ui1S'if1.;f ' MAY IaE �:�Ea�.`�Y1F1'U'rLDErZ 7Q CooPl•t wrm'11L a C-1 A-2 -i+i,EALEO FASiENEBS OR ATTACHMEV5 ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 1 X1 PICKETS (TYP) F zr 19 ❑ to u➢ o a Ul k a K e w c p W ti di J W s 111 z p i Z w J w �Z QW z.., =Z3 OJ W i.-LL W G zv"s = J � -j (D & 0 Z Q x ry Z 0 o3cc =)Z (A W LU ZmZ cc W 0 O a= w F W w0oZn - -1 ,0 4 1 O 1E o l- N a F=-�7�LL [CID] 04/18/18 SHEET NO: A-1 L ALUMUNWIMEMBERSDIMENSIONS \\\\\) y11ll1\l,h/ T o� HOLLOW HOLLOW SECTIONS LW x2"x2"EXTRUDED - ����'�• A,/ t� '• `j 2x2: 0.IO ANGLE 6052 H32 ALLOY EA �� ( 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x O.050" SIDE �, • •, Z 2x5: 2"x5"xO.050" UPRIGHT — —_ D- � � � 0 Q— OPEN BACK SECTIONS : W o:' z= ]x2: 1"x2"x0.040" - ® - _ U 1 x3: 1"x3"x0.045" Px2°0.8. BASE PLATE-TYP llVxW ONCR 1/4"x3°CONCRR@ 194'uix core SCREW ANCHOR@24°O.C. •• SNAP SECTIONS $nap: 2"X2"x0.045" C.N.iviwxu+cxaR EIMMM a :,wcxca sxasxr". _ WOOD HEADER: EXISTING SCREWS / �[;'•. /// ........ 2 X2 2x3Snap: 2"z3"x0.050" - uw 6tl EDISTANCE FROM ;,; - HEADER @0IT D.C. T� EXTERIOR SLAB/FOOTING EXTERIOR OF COLUMN 70 *' 2 x4 Snap: 2"x4"x 0.045" - SEE PLAN OUTSIDE EDGE OF SLAB / � 1P `6NAL L_ - - PRO SI BE SELF MATING(SMB) - SIDEVIEW a 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2x5SMB: 2"x5"x 0.050" x 0. 100" TBOW/ I Eq E 2 x 6 SMB: 2" x 6" x O.050" X 0.120" OF NYLLT JAM NUT IN LIE CKJAMYLOCK JAM NAM NUT wl THREYLOCK JAM NUT, JAM NUT w/7HREAOLOCKER 2x7SMB: 2" x 7" x 0.05T'x 0.120" (1) 3B"DIA. CONCRETE MAVBEUSED —-----__ C' 2x8SMB: 2"X8"x0.072"x0.124" SCREWANCHORS CONTACT -DO NOT - - - - 0 O tsJ tti 1 a 2X9SMB: 2"x9"X0.072"X0.124" (2714"GONG. EMBED) OVERTIGHTEN OVETIGHTENIGFR U Co' 2x 10 SMB: 2"x 10"x 0.092"x 0399" 1"x2"SECTION K 6$ eo MINIMUM FASTENER EDGE DISTANCE: 1/2" WOOD: p z .. p ° c MINIvIUM FASTENER SPACING: 3/4" - ',. a #i0xa°WOOD BCREws Qw LUm ' - @ir O.C. LLI CONCRETE SCREW ANCHOR. .4... 4'„ .' 1° x r BASE PLATE ANCHORED TO CONC: LU t/�i �N = CONC W/114"CONCRETE SCREW 1/4"DIAx3"CONCRETE Z am SIIvIPSON TTTEN HD OREQUIVALENT a ANCHOR (MIN. 11W EMBED) " SCREWANCHOR@24"O.C. O �z QW = SHEET METAL SCREWS(SMS): aII. 6°MAX EACH SIDE OF POST AND SLAB/FOOTING Z. Orr Zu < TTW / BULDEX OR EQUIVALENT SEE PLAN 24"D.C. MAX 1"x2"HOLLOW - W _m O? a Hu KLL FRONT VIEW SECTION EXISTING HOST - cc = C � t B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B-11X2 TO HEADER DETAIL Z U w i SCALE NTS A-2 A-2 SCALE: NTS J ° > f la Q Z o$ a otm�� i S t a W Na! $ Z 0 "+ar4_-� Z H G VI LLj OPTION I: 2"x SMB UPRIGHT 210x 1/8" x(TOP RAIL WIDTH +12" x UPRIGHT DEPTH -121 ' ALUM BACKING PLATE i OPTION 2: WOOD HEADER W/(4)#10x 1112°SMS ' 2"x 0.062"ALUM RECEMNG (7) 3/8"x 3' LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3l4" CONCRETE HEADER j SMS INTO GIRT &(4) (1) 3/8° DIA x 3° CONCRETE SCREW 2' x 2'OR r x 3° 010 x 3W INTO UPRIGHT WOOD: O ANCHOR INTO HEADER MEMBER ( 1 #10 x3" WOOD SCREWS, S" J - o-- _---- I --- FROM GIRT&@12"O.C. Vf m CONC: H. Z ' -- -- _ -- -- IW DA. x 3"CONCRETE a SCREW ANCHOR 6": 0 . . 00 I FROM GIRT &@24"O.C. Q = I _ EXISTING HEADER I s acetlro s acetllo s eetlro I ( ( prevent 1 p prevent Prevent I (4)#10 x 112"INTO SCREW BOSS W 0� Q W = H- Pass thm of P Pau Nun of pass Nuu Ty�� Ul 11� 4"sphere 4°sphere 4°sphere ! I I SEE BBFAIESICO <=_== V LLJ W O O Z n �-- _ — — — — — —_ — — — — jLU FORUPRIOHf� I _—__ — �- Oho 0) 1°x2"HOLLOW 1"xT W/#tOx2"SMS-6° CONNECTION 3 I Z � O o Z W SECTION MAX EACH SIDE OF POST — -- - — - — 2'x HOLLOW _J ~ a- 0- _ o LL AND 24° O.C. MAX — _ _ — — _ — — — — SECTION GIRT _ TOE P OF DRAWN BY coNc slAe 1 GD 2"x 2" x 0.125'ALUM ANGLE W/ (4) #14 x 3/4" SMS INTO UPRIGHT r x r' x 1116° NEOPRENE 1'x2' DATE DRAWN PAD SHIM @ EACH 2" x UPRIGHT 1"x 1"x 0.046° PICKET FASTENER LOCATION 04/18/18 AT4° O.C. MAXINTERNALLYJ REVISION - SCREWEDTOTOP GHAIRRAIL& 71x 2" BASE PLATE ANCHORED TO BOTTOMI"x2'W/(2)#tOx2! CONC W1 IW CONCRETE SCREW ANCHOR (MIN. 1114' EMBED) _ 6° MAX EACH SIDE OF POSTAND - 24" O.C. MAX B-2 POST TO HEADER DETAIL C+ C-, 'IX2 TO HOST STRUCTURE DETAIL A-2 SCALE. NTs CREEN ENCLOSURE RAILING DETAIL SCALE: NTS A-2 SHEET NO: A_2 SCALE NTs A-2 m 9 T 1 CONTRACTOR: JENSEN BEACH ALUMINUI DESIGNLRITERIA- 1. The 6th Edition (2017) Florida Building Code, specifically Chapta 16 Structural Design, Chapter 20 Aluminum, and Chapter23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A ofthe Alm Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum Construction in Bigh 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: VmT=150 MPH, Vuo=116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure 3.4. Screen Enclosure Section 2002.4 ' 4.4. Building Category for Aluminum Structures, Section 2002.6: Category TYnn I - Screen Room: Non -Habitable, Unconditioned - 14ading: 1. Section 1607.8.1.: Handmils and Guards a. Uniform Load of50 PLF applied in any direction. 2. Section 1607.8.1.1: Concentrated Load a. Concentrated Load of 200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickets) a Horizontally applied normal load of200 LBF on my area Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING The following specifications are applicable to this project: 1. AB work shall be in accordance with the 6thEAition (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, an manufacturer substitution is acceptable without the specific written, signed and sealed autborizadon of Srmcoast 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 orbetter zinc pletedto ASTM B633, or stainless steel series "300". 5. All Self Mating Beam Sections are to be stitched with either 914screws 6" from ends and24" center to center or 912 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 time following cona?"Ants L Portland Cement Type 1,-ASIM C 150 , iL Aggregates -Large Aggregate 3/4" max-edTM C 33 iii Airenmdning+/-l%-ASTMC260 iv.Water reducing agent-ASTM C 494 ` v. Clean Potable water vi Otheradmixnuesnotpermitted b. Metal accessories shall conform m: L Reinforcing Baru- ASTM A615, grade 60 iL Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more flm5". Water added ader batching is net 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 care 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 vaporbarrier. - h. All aluminum components embedded within concrete shall be mated with a bituminous paint or epoxy. 7. All Bashing and weatherproofing shall be provided by the contractor. S. 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. 1X2 1X2 m N X C N A-2 X r X 2X3 N 2X3 1 2 X WIND SPEED AND Fyrn'�SURE HAVE BEEN DETERMINE] ING THE ADVANCED TECHNOLOGY COL... FS WEBSITE AND GOGGLE EARTH. 12'-6" D ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL!_ d E REVIEWED BY, DATE 11/ _' , PLANS ANDtPERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL B6 MADE B-2 B-1 A-2 A-2 C-1 - A-2 THESE FLA>dS AND All PROOKW WORK REQUIRED rl FM 3 Mriz-VORS'Na MAY RE N. L = rlY'lid S�iP.Rii TO Comy wYrm, ALL M .RIE CODES. ' 1 X1 PICKETS (TYP) B ` A-2 - - -- - 6-3 61-31' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 0 M ❑ W a ui OV i d W ti ce V ter. Z P W e O C K OC ¢ n m LU a� �� W �2 02 rLi zd Z s� O� LU t— LL W LL Z U J N J � � s Q lr UJ LLA-4 d LLI Z ED o�LC Z) Z B V) LU M5mLL W 04/18/18 SHEET NO: A-1 I, i ALUMINUM MEMBERS DIMENSIONS ROLLOWSECTIONS - ^a Yxz"EXTRUDED _ \N 2x2: 2"x2'xO.046' ANGLE 5052 H32 ALLOY \`K SI E �/� 2x3: 2"x3"xO.050" `�!/.•' •. 2x4: 2"x4"x 0.050" 2;• �•� ,Q= 2 x5: 2"x5"x 0.050" UPRIGHT p••, 0 OPEN BACK SECTIONS • Co o rl.: - iC O Z Z ; 1 lxz: 1"xz"xo.040" ® [1 ? w O �. IS N 1 x3: 1"x3"x0.045" 1°x2°0.0. BASE PLATE-TYP CONC. HEADER 1/4"x3"CONCRETE U� i �� j Z �`� SNAP SECTIONS 2 Snap: 2"x2"x0.045" i+u'iuu wxc ; CHORMcoxc nrveMoaoeeeoue. :a+cxoaauaaou� z 4.#10xTWOODSCREWS WOOD HEADERSCREWANCHO-. EXISTING // ••' ,• /. ''• x2 ". uw 5d MIN EDGE DISTANCE FROM HEADER N12^O.C. ///Oy ... 2x3Snap: 2"x3"x0.050" b.. EXTERIOR OF COLUMN TO ��'dduRE [N \ 2 x4 Snap: 2"X4"X0.04S' SLAB/FOOTING -� EDGE OF SEE PLAN OUTSIDE SLAB - - sIpAP�nL SELF RATING(SMB) SIDE VIEW b 2X4SMB: 2"x4"x O.044"xO.100" E 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1)12" DIA THRU BOLTw/ NYLOCK , I 2 x 6 SMB: 2" x 6" x 0.050" x O.120" JAM NUT - IN LIEU OF NYLOCK JAM NUT I Q 2X7SNIB: 2"x7"x O.057"x O.120" NUT, JAM w/THRFAOLOCKER (7)3/B"DIA CONCRETE i f MAYBE USED — ---___ G.' c: 2x8 SMB: 2"XS"x0.072"x0.124" SCREWANCHORS TIGHTEN TO CONTACT -DO NOT _ __—__ ___ _ _ _ _- - - - - 0 uj W - �' °' 2x9SMB:2"x8"x0.072"x0.124" 21W CONC. EMBED ( ) OVERTIGHTEN (..) -L 2x10 SMB: 2"x10"x0.092"x0.39S" I HOLLOW 1'. 2- SECTION uj �B$ �e u — — — MINIMUM FASTENER EDGE DISTANCE: 12" WOOD 00 w P p L MINIMUM FASTENER SPACING: 3/4" '„ ,. a . #10 x 3" WOOD SCREWS a m m u .. x @12"O.C. W 1i .i ] CONCRETE SCREW ANCHOR: •q. , 4',.; ". 1°xY BASE PLATE ANCHORED TO CONC: W i im SEVTPSON TITEN I -ID ORE DIVALENT Q CONC W/1/4"CONCRETE SCREW ANCHOR (MIN. 1 1/4^EMBED) 7/4"OIAx3°CONCRETE SCREW ANCHOR 24" 0 C Z 8 Q o SLAB FOOTING "°' e ' @ Q A _ Ou Zu SHEET METAL SCREWS (SMS): V MAX EACH SIDE OF POSTAND SEE PLAN ITW / BUB.DEX OR EQUIVALENT 24" O.C. MAX 7"x 2" HOLLOW _ W F- = C LL a secnoN C FRONT VIEW ' EXISTINGHOST - a o c B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B-1 1X2 TO HEADER DETAIL Ic Z u A-2 SCALE: NTS A-2 SCALE NTS ? J u a Z T $ kkc s Q LLI LLmry 0w�m�N zF V Z �Qnn z (D �n3CC c i 0 Z a� i N W :3 5 OPTION 1: I 2°x SMS UPRIGHT i WIDTH f ' 212" x 1/8"UPRIGHT DEPTH � 12" x UPRIGHT DEPTH -120 ALUM BACKING PLATE OPTION 2: WOOD HEADER: W/(4)#10x 712°SMS ( 2°x 0.062"ALUM RECEIVING (1) 3/8" x 3" LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4" CONCRETE HEADER SMS INTO GIRT & (4) (7)3/8°001.x3"CONCRETE SCREW 2"xY ORYx3" #10x3/4°INTO UPRIGHT WOOD: ❑ ANCHOR INTO HEADER MEMBER I #10x3"WOOD SCREWS, 6" J -- =--__ --- — — FROM GIRT B(912°O.C. N DO CONC: W Z -- - -- - -- ' _-------_ ' — -•' e — — — — TIT-- 1.x Q CHONCRETE SCREW ANCHOR, 6" SCRE LLI Q EXISTING - ' j FROM GIRT B(o324"O.C. I 0 0 HEADER spaced to ' ' spaced to spaced to Ij SCRIEWBOSS INTD Q Q I I i prevent prevent prevent ' LU F W LLI pass 0vu of pass thm of Pan 0uu of I 4"sphere 4"sphere 4"sphere I i SEE BSERIESI ILU — — — —_ — O o M r — — _ FOR UPRIGHT CONNECTION I H to 1"x2"HOLLOW W/#10x YSMS-6° O O Z W SECTION L,•xY MAX EACH SIDE OF POST- 2"x HOLLOW AND 24° O.C. MAX — — _ SECTION GIRT — — _ _ — _ — — — — TOP OF CON SLAB DRAWN BY ' 2" x 2" x 0.125° ALUM ANGLE W/ I GD (4) #14 x 3/4` SMS INTO UPRIGHT 2` x 2" x 1/76"NEOPRENE DATE DRAWN PAD SHIM @ EACH 1"x2" 2"x UPRIGHT 1"x i"x 0.046^ PICKET FASTENER LOCATION 04/18/18 AT4" O.C. MAX INTERNALLY REVISION SCREWED TO TOP CHAIR RXL B 1°x2"BASE PLATE ANCHORED TO BOTTOM I°x2"W/(2)#10x2- CONC W/1/4°CONCRETE SCREW ANCHOR (MIN. 11/4° EMBED) a - - 6" MAX EACH SIDE OF POSTAND 24" O.C. MAX rB 2NOST TO HEADER DETAIL C+ C� 1 -X2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTS CREEN ENCLOSURE RAILING DETAIL A-2 SCALENTS SHEET NO: A-2 SCALE: NTS - A-2 C--ONTRACTOR. JENSEN BEACH ALUMRRJ'.S- DL�IGP1rCRITERIA: 1. The 6th Edition (2017) Florida Budding Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter23 Wood 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part I -A of the Alm Design Manual prepared by The Aluminum Association. and the AAF Guide te Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF ner 6th Edition (2017) Florida Buildine Code, Amiendix I Section 105.1 WIND SPEED AND EXPOSURE HAVE - BEEN DETERNIINEI ING THE ADVANCED TECHNOLOGY COL.: L'S WEBSITE AND GOOGLE EARTIL 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: Vma=150 MPH. V.rw=116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure 3.4. Screea Enclosure Section 2002.4 }, 4.4. Building Category for Aluminum Structures,8ectim 2002.6: Category Tvoe 1- Screen Room: Non -Habitable, Unconditioned Loading: ,. 1. Section 1607.8.1: Handmils and Guards a Uniform Load of50 PLF applied in any direction 2. Section 1607.8.1.1: ConcentmtedLoad a Concentrated Load 07200 LBF applied in an direction. 3. Section 1607.8.1.2: Components (Intermediate Rails, Balusters, Panel Fillers, Pickers) a Horizontally applied normal load of200 LBF on any area Roof Twe 1. Roof Type: EXISTING 2. Roof Material: EXISTING 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 Summst Aluminum Engineering, LLC. 3. Screen Material: Design based on 19114 or 20/20 Better View. Any other material must be approved 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 orbeterzinc plated to ASTM B633, or stainless steel series "300". 5. ALL Self Mating Beam Sections are to be stitched with either #l4 screws 6" from ends and24" center to center or #12 screws 6" from ends and 12" turner to center. 6. Where concrete specifications are required, whether in the screen enclosure scope orpot, by one or mom 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 h ii. Aggregates -Large Aggregate 3/4"max -ASTM C33 Ei. Air entraining+/-I%-ASTM C260 iv.Waterreducingagent-ASTMC494 - 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 alter batching is not permimd - d. Prepare and place concrete per American Concrete Institute Manual ofSmndardPractice Parts 1, 2, and 3 including hot weather recommendation. e. Moist cure or polyethylene curing permitted £ Prior to placing concrete, teat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vaporbaniu. h. All aluminum components embedded within concrete shall be coated with a bituutinous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Darr 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. O 00 , 41 c1 LL G.'. -h D_ w CD4 ul v F Z = ;NQ Z n '� i �0'•......••'•• \ y� �9Q2 l ., LUCIE COUNTY - BU:1-DiNG DIVISION REVIEWED IT-N COMPL CE BY 12 - 610DATE =(� .,,.5 AND PERMIT A?'ST ci= K-PT ON JOB OR NO INSPECTION WILL BE MADE B-2 B-1 A-2 A-2 1 X2 .1 X2 N X - m X C A-2 X r 2X3 IN 1 2 A-2 6'-3" C-1 A-2 '+ESE P', RS AND Air PROD NIORK rid � ��,1 •i�,'?"�'if C�:�R�£CII®r'`.� 91'�VMCTOFISTHAT "Y Sic' iECT5 ?.RRY IN ORDER TO L.e7,FLY WITH ALL APPLiCARLE CODES. 1 X1 PICKETS (TYP) CONCEALED FASTENERS OR ATTACHMENT L ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD o I] 0 ui ui O d d w F Li z- w IX a m J m UJ n S .2 W z in z -L w J w OW QW Z s�.0� w �: �W SZ UR ` J aWW91 O Z I�-n Z (9 n ZA w E In to W Z LU LLQI O a W = `� F ;WN#Wm Q Ir t= rnco aim ->>LL GD 04/18/18 A-1 ALITMINUMMEMBERS DEHENSIONS HOLLOW SECTIONS "x2"x2"EXTRUDED .� 6052 H-32 ALLOY EA •• 2 x2: 2"x2"X0.046" SIDE �' 2 x 3: 2" x 3" x 0.05O"UL 2x4: 2"x4"x0.050" _ Q• /V a CO Q II 2x5: 2"x5"x0.050" UPRIGHT W Z �, -* r z_ OPEN BACK SECTIONS I 4- •' V o N Z 1- 4 ; c - 1 x21"xz"xo.oao" CONC. HEADER: �••, l x 3: 1" x 3" x O.045" 1°x Y O.B. BASE PLATE-TYP V4" x 3" CONCRETE SNAP SECTIONS - ' ivru'IWN ii-.xcoxc . ,wcxox mamumr SCREW ANCHOR (a�24"O.C. WOOD HEADER // � O[[ '•' •• 2 x2 Snap: 2"x2"x0.045" :nxcx0a srnemuwr z #10x3"WOODSCREWS EXISTING / •7� �O\\\ P 2 x3 Snap: 2"x3"x0.050" a , bW.. DISTANCE FXTERIOEDGE HEADER @12"O.C' / 11/11 II11\\\\ \ 2x4Smp: 2"x4"xO.045" .; .;" R OF N TOFROM SLAB /FOOTING , , - .,.� . SEE PLAN OUTSIDE EDGE OF SLAB _ _ PROFE SIONAL SEAL C SELF MATING(SMB) SIDE VIEW 2x4SMB: 2"x4"x O.OW x 0.100" C 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1)12' DW THRU BOLT W/ NYLOCK JAM NUT- IN LIEU OF NYLOCK JAMEl I El 2x6SMB: 2" x 6" x 0.050"x 0.120" NUT, JAM NUTw/7HREADLOCKER - 2x7SMB: 2"x7"x0.057"x0.120" (7)3B°DW CONCRETE I MAY BE USED — ------ CC c 2xSSMB:2"x8"x0.072"xO.124" SCREW ANCHOR TIGHTEN TO CONTACT- DO NOT - .___ __..__ ...__ ___ - — ...._. _._ ul Ld O - �• CL 2X9SMB:2"X9"X0.072"X0.124" (27/4'"GONG. EMBED) OVERTIGHTEN I t^x2•Lij2X10SMB: C.7 i 2"x10"xO.092"xO39S" SE non K �^� �� u MWIMUM FASTENER EDGE DISTANCE: 1/2" WOOD: 0 W v p 1O MINIMUM FASTENER SPACING: 3/4" - e. •e, #10 x 3°WOOD SCREWS �. Q m m z u a .. a.+ C0?iT'O.C.LLJ CONCRETE SCREW ANCHOR: 4;; •. 1°x YBASE PLATE ANCHORED TO ` CONC: W SIMPSON TITEN HID OR EQUIVALENT a f ° _ CONC W/ IW CONCRETE SCREW a ANCHOR (MIN. 11/4"EMBED) 1/4"OIAx 3"CONCRETE _ D.C.SCREWANCHOR�24° Z Q N i -- SHEET METAL SCREWS(SMS): SLAB I FOOTING • s•Y' 6°MA%EACH SIDE OF POSTAND Ori Zu 3 HW/ BUBAEX OR EQUIVALENT SEE PLAN 24°O.C. MAX 1•x 2"HOLLOW _ w Fa �� 4 - SECTION FRONT VIEW z EXISTING HOST - a C / B \2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL B'l1X2 TO HEADER DETAIL Z � j S A-2 SCALE: NTS - A-2 _ SCALE: NTS J IInn 6 V Z $ µ2 _ Zn m F v Lu .. W mae"i Q Za^^n _ U t Z (D 03== :)Z� 3 x LA W OPTION 1: 2° x SMB UPRIGHT a n ' 11TUT x WIDTH + +12"x UPRIGHT DEPTH UPRIGHT DEPTH rt ALUM BACKING PLATE2: C WOOD HEADER W/(4)#10x172"SMS 2"x0.062°ALUM RECEIVING x 0.0 T n_ (1) 3/8° x 3° LAG SCREW INTO HEADER INTO SCREW BOSSES CHANNEL W/ (4) #10 x 3/4" O NCRETE HEADER ( ( SMS INTO GIRT&(4) 3 /e"DW x3"CONCRETE SCREW 2°x2"OR2x3" #10 x 314"INTO UPRIGHT WOOD: i HOR INTO HEADER ' MEMBER I #10x3"WOOD SCREWS, 6" j c ==—co==== — — — FROM GIRTS IT O.C. (A m Vi Z H -- -- --- --1/4°DWx3°CONCRETE 6HEADER I ff DI I Q mSCREWANCHOR6" - - til ... a C7 FROM GIRT B 024"O.C. O(4)R10xt I jsP [ spacetl to spacetlt0 prevent prevent I 12"INTO SCREWBOSS Q LU fhru of + pass tlw of pass Wu of I W 4" sphere 4° sphere 4" sphere O O m f� _ — — — — —pass I I I 18EE BSERIES I 1 —'- _ _ _ W_ J m N Z UO rill — O 1"x2"HOLLOW 1"xz' W/#10xY SMS-6"i ONNECT ON — ^ ZSECTION 7 0 Z W J MAX EACH SIDE OF POST — -- 2"x HOLLOW ~ LL AND 24" O.C. MA% SECTION GIRT TOP OF - DRAWN BY CUNOSLAJ3 I GD 2"x2"10.725"ALUM ANGLE W/ - (4)114 x 3/4° SMS INTO UPRIGHT 2" x 4• x 1116" NEOPRENE - 1"x Y DATE DRAWN PAD SHIM @ EACH 2° x UPRIGHT 1"x 1"x 0.046" PICKET FASTENER LOCATION 04/18/18 AT4"O.C. MAX IHAIRRALLY 1"x Y. BASE PLATE ANCHORED TO SCRETTGMl"WED TO - - - .REVISION 2"W/(2RRAILB BOTTOMI"x2"W/(2)#70x2' SCREW , ANCHOR(MIN. 1NCRETB ANCHOR 114- - - PBED) EACH SIDE 6° MAX EACH SIDE OF POSTAND 24" O.C. MAX B-2 POST TO HEADER DETAIL /���('.��� \_ C+-i 1X2 TO HOST STRUCTURE DETAIL A-2 SCALE: NTS /SCREEN ENCLOSURE RAILING DETAIL SCALE: NTS A-2 SHEET NO: A-2 SCALE: NTS �-^