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HomeMy WebLinkAboutSerge EngineeringCONTRACTOR: Master Craft Aluminum Products DESIGN CRITERIA: 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 ADMl 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 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- =150 MPH, VASD =116 MPH 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 - 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-R4. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge 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 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. 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 I,- 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 shunp 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 1X3 X N ih 3X3X0.090 2XDJ lI DJ -i 0) N I ;•� A-2 N 2XDJ 3X3X0.090 X N 3X3XO.090 A-3 F L2'-11" 11'-5" 14'-6" 4 A-3 Co 0 O) 0 3"X48"X0.024" 1.0# DENSITY FOAM S-3 COMPOSITE PANELPr A-3 IVOJ O CO CO �O �n o 0 0 0 = iT X X C X X �� i I M M A-.� 2X3 2X3 2X3 1X3 1X3 1X3 B A-2 7 5'-4J" 2'-6" 1X3 2X 7S: ¢ w IDGE U')U N N o a BEAM o W LL wa U) H Q M o i o N J UJ m - X a M 00 Z At 2X3 ND BEAM F L2'-11" 11'-5" 14'-6" 4 A-3 Co 0 O) 0 3"X48"X0.024" 1.0# DENSITY FOAM S-3 COMPOSITE PANELPr A-3 IVOJ O CO CO �O �n o 0 0 0 = iT X X C X X �� i I M M A-.� 2X3 2X3 2X3 1X3 1X3 1X3 B A-2 7 5'-4J" 2'-6" 1X3 X X N 3X3XO.090 LL N X o i N 3X3X0.090 - 00 I d' i ro I d- 8' -OJ" � LLI W W p_ Z 3 W Z v Z QZ O d Ln N Q w W J W O = d. 2 CU Z Z (D " Z J GLL^M Q LLI W g M M Q W ZM` , D Z ate~ OWLL w N Z) W Z LU D Q Q �U it w � o N D- Lr) 0"O W N W M LZ OLJL DRAWN BY TP DATE DRAWN 03/26/20 REVISION SHEET NO: A- 1 M O Z c� Z U 0 z 2 VA LL o i N 0. LU - Z At 00 I d' i ro I d- 8' -OJ" � LLI W W p_ Z 3 W Z v Z QZ O d Ln N Q w W J W O = d. 2 CU Z Z (D " Z J GLL^M Q LLI W g M M Q W ZM` , D Z ate~ OWLL w N Z) W Z LU D Q Q �U it w � o N D- Lr) 0"O W N W M LZ OLJL DRAWN BY TP DATE DRAWN 03/26/20 REVISION SHEET NO: A- 1 M O Z c� Z U 0 z 2 ALUMINUM MEMBERS DBUNSIONS l"" HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2 x 4: 2" x 4" x 0.050" LL 2 x 5: 2" x 5" x 0.050" O OPEN BACK SECTIONS w -� ui Q Z Q �• 1x2: 1"x2"x0.040" 1x3: 1"x3"x0.045" SNAP SECTIONS .•'���!/�,�� • • • •' 2 4 Snap: 2" 4" 0.049" ��0,`,,�, x x x itttt 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" W W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" LL d z 2 x 7 SMB: 2" x 7" x 0.057"x 0.120" 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" LD W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" J O ¢ Z MINIMUM FASTENER EDGE DISTANCE: 1/2" Z d uj MINIMUM FASTENER SPACING: 3/4" 0 (,n Q W CONCRETE SCREW ANCHOR: w 2 J SIMPSON TITEN HD OR EQUIVALENT �- 0 SHEET METAL SCREWS (SMS): _ ITW / BUILDEX OR EQUIVALENT p F— U z z .t to c 5 z WmPz �1 Q LWLI 2 Q W oz$ o J W LL LL cn W Z w Q J Q W U CC ui0OW_ CLLO O I- rn F b W N R' M CL m-°IJi DRAWN BY TP DATE DRAWN 03/26/20 REVISION z _ © - a _ SHEET NO: A-2- 3 MUPRIGHT,'��ICHAIR RAIL MEMBER1x 3" OB W/ 1/4" CONCRETE2" x 2" x 3" x 118" ALUM ANGLEEACH SIDE OF UPRIGHT SCREW ANCHOR 6" FROMW/ 3/8"DIA. x 3" CONCRETEUPRIGHT & AT 24ANCHORS ON EACH SIDE 2" x 2" x 1/8ANGLE/(MIN. 2 3/4" EMI(3) #12 x 3/4" SMS SCREWS(4) #10 x 5/8" EACH SIDE3 x UPRIGHTCCHAIR RAIL TO UPRIGHT DETAIL A_2SCALE: NTS B3" x 3"POST TO DECK CONNECTION DETAILSSCALE: NTS1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY#12 x 3/4" SMS NTO DJ I 21/4°MINCONC ANCHOR EMBEDMENTSLABFOOTINGSEE PLANw�ATTACH 1" x 3" WITHCAULKINGSIDEVIEW�,,;�(4) #10 x 1 1/2" INTO '`,SCREW BOSS (1) 318" DIA. CONCRETESCREWANCHORS2 1/4"CONC. EMBEDUPRIGHTPRE-HUNGDOORJAMB2"x2"OR2"X3"HOLLOWSECTION GIRT 1x 3" BASE PLATE ANCHORED TO CONC W/ 114"CONCRETE SCREWANCHOR1x3"(MIN. 1 1/4" EMBED)6"MAXEACHSIDEOFPOSTAND 24" O.C. MAXFRONT VIEW C'�1X3 TO HOST STRUCTURE DETAILUPRIGHT TO CONCRETEPRE-HUNG A-2 SCALE; NTS A_2DOOR LOCATION DETAIL SCALE:NTS #14 x 4 7/8" SMS W/ 3" COMPOSITE 1 1/2" DIA. NEOPRENE PANEL FACED WASHER 6" O.C. #14 SMSx 1" MIN. LONGER \\� �. r THAN PANEL W/ 1 1/2" DIA. OPRENE FACED WASHER ,\\' V ,•'� � •b %G/�2 r ALONG LENGTH ♦♦ �,.� i 1 } � , ro U-•. ..+ V+ �E�SLLEND BEAMS � Q � � 0 3" x 0.062" ALUM W W ¢ t` RECEIVING CHANNEL W! #10 x 3/4" TOP AND a �• EXISTING HOST WALL � N •: V � BOTTOM AS END CAP � Z 1¢— v 2" x 3" FLAT TOP RAIL - NO I � •••'• • • // • • .. ANGLE REQUIRED UNLESS � f � � J PANEL / //I Q�0 ,,\\\ SPLICED OR CORNER - 1 Q 2" x 3" FLAT i ATTACH w/ (4) #10 x 4" LG 2" x 3" FLAT ,F,f "� END BEAM i C � O UPRIGHT --__1 11 „ � 2" x 3" FLAT W 3 ;Ili LL TOP RAIL W/ � Id � W ' !i^; LLJ C (4) #10 x 4" SMS Z4111 INTO POST 2" 3" FLAT L 3 x F TOP RAIL w! (4) #10 x 4" SMS W Z z C INTO POST CONCRETE' J li ? ° y ' 2x2 x1/8 " " x (2) 1/4" 3" QUICKSET Z LL 2"x 2"x 3" LG ALUM ANGLE ��•; ANCHORS INTO WALL Z z 2" x 2" x 3" LG x 1/8" ANGLE W/ (3) #12 x 3/4" WOOD: VG., z x 1/8" ANGLE SMS INTO BEAM (2) 1!4" x 3" LAG SCREWS Z IL N Q w ...__ _ _ ... INTO WALL W (.l g (4) #10 x 314" (4) #10 x 314" 71 F L1. O J BEAM 3" COMPOSITE SMS INTO SMS INTO i 1 1/2" DIA. NEOPRENE WASHER ROOF PANEL a TOP SCREW ONLY SCREW BOSSES SCREW BOSSES (2)INTOTOPRAIL (2)INTOTOPRAIL CL a c CFL 2" x 7" SMB , l (2) INTO POST (2) INTO POST I I I I CONNECTION AT CORNER CONNECTION AT SPLICE c G V C =Z; c r��� -• �`j ._ 2�� x 3�� S-1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL z S X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT A_3 SCALE: NTS Z SCALE: NTS s � ....FLAT,... J ♦Y �LL r� LL Q W W Z m es Z � 1 > O Z LL 1 1/8" x 21/8" x 1 1/8" x 0.050" #14 SMS x 1" MIN. LONGER � CONCRETE: ALUM RECEIVING CHANNEL W/ THAN PANEL W! 1 1/2" DIA. (3) 114" DIA. x 3" OUICKSET (2) #12 x 3/4" SMS EACH FLANGE NEOPRENE FACED WASHER ANCHORS INTO WALL & (1) 3/8"THRU BOLT , @ 12" O.C. ALONG LENGTH WOOD: ' OZ$ o i ' UPRIGHT OF ALL END BEAMS (3) 1/4" DIA. x 3" LAG SCREWS J W LL C 1 112" x 21/8" x 1 1/2" x 7" x 0.062" INTO WALL STUDS 3" x 0.062" EXTRUDED ALUM RECEIVING CHANNEL STAGGERED LL 3 � RECEIVER CHANNEL W/ FLASHING a (2) #12 x 3!4" @ 12" O.C. S -Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S'3 RIDGE BEAM A_3 EACH SIDE OF RIDGE BEAM A_3 SCALE: NTS z EXISTING HOST WALL #14 x 3/4" SMS @ 6" O.C. TOP AND BOTTOM W/ 2" x 7" SMB RIDGE C LL C x 3 z c LL N W c W Z LL Lu LL Q Q C Q W C U rV N z of � —Wi0NCL O w Qw m Z a mr° u- DRAWN BY TP DATE DRAWN 03/26/20 REVISION z - © - 4 - SHEET NO: A-3 BEAM 3" COMPOSITE 1 1/2" DIA. NEOPRENE WASHER ROOF PANEL TOP SCREW ONLY I 2" x 7" SMB , a M s if -• �`j ._ 2�� x 3�� V. t ® s � ....FLAT,... i 1 1/8" x 21/8" x 1 1/8" x 0.050" #14 SMS x 1" MIN. LONGER � CONCRETE: ALUM RECEIVING CHANNEL W/ THAN PANEL W! 1 1/2" DIA. (3) 114" DIA. x 3" OUICKSET (2) #12 x 3/4" SMS EACH FLANGE NEOPRENE FACED WASHER ANCHORS INTO WALL & (1) 3/8"THRU BOLT , @ 12" O.C. ALONG LENGTH WOOD: ' i ' UPRIGHT OF ALL END BEAMS (3) 1/4" DIA. x 3" LAG SCREWS 1 112" x 21/8" x 1 1/2" x 7" x 0.062" INTO WALL STUDS ALUM RECEIVING CHANNEL STAGGERED � W! (6) #14 x 3/4" SMS EACH SIDE INTO BEAM S -Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S'3 RIDGE BEAM A_3 TO ROOF PANEL CONNECTION SCALE: NTS A_3 SCALE: NTS