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HomeMy WebLinkAboutConstruction PlansCONTRACTOR: TRI-COUNTY ALUMINUM, 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 Nigh 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: Vor.T =150 MPH, Nominal Design Wind Speed: VASD =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 - Patio Cover / Screen Room: Non -Habitable, Unconditioned RoofType 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel, Florida Product Approval Number FL 18464-R2. Foundation Design Existing concrete slab. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction ifthe existing slab is a minimum of4" thick 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 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 ASTMB633, 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 Al85 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. S. 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. WIND SPEED AND EXPOSURE HAVE ,111111111U// BEEN DETERMINED USING THE ADVANCED ,�"tt COUNCIL'S WEBSITE �\\� •• ���� ANDTECHGOOGLEYEARTH. •••�•�•.. s :•�/ .d U- Q-•: Z Z o 0 0 =a :w ( * W W Q0. RECEIVED ' �- • • ° `��:�• •'• i Z FEB 0 9 2020 Q \q 1111110���``Y ST. Lucie County, Permitting 10'-0" 3X3XO.090 POST o , oI 1 @A- I a, 3X3X0.090 POST A-3 A-3 1 -0" 1'-0" 10 I 7'-4" 7'-4" 7'-4" 9'-0" 9'-0" z a to m 11 o N U O^ m I EDGE-\ EDGE o� o 22'-O" 18,-0" 40'-0" 3X3XO.090 POST I 2X5SM8 2X5SM8 4TH WALL 4TH WALL 2X3X0.045 END BEAM 2X3X0.045 END BEAM 3"X12"X0.019" RHINO 2X3X0.045 END BEAM PAN S_ 2X5SM8 A-3 BEAM I - S 2X3X0.045 BEAM RHINO PAN A-3 A-4 3X3XO.090 3X3X0:090 3X3XO.090 POST POST POST 3X3XO.090 3X3XO.090 3X3XO.090 POST POST POST 2X3GIRT () 1X3 (TYP) 0 A -i? A-2 A-216'- 7'-4 7'-4" 7'-4" 6'-0"O"6'-0" 22'-0" 18'-0" W LLI UJI tl Z m 10'-0" Z C 3X3X0.090 Z POST Q Q p Z Z. d UJ 2X3GIRT (TYP) O Q Z (TYP) I `r V1_ U 3X3X0.090 POST o LL J' 0 ' 0 3X3XO.090 0 a-( - POST a 2XDJ x c N V 2XDJ Z N 3X3X0.090 Z _ cn PCi OST CC ` 5 1D, z Z Cc In LL .�...-. WigMM W QLLJMESS z 0 Z ¢ a w'� G O_ O Z 0 -J L LIU. LL Zco Z-pJ�L ► 1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY V) r W O � U 0 } 0 Z Q w Q _ CO U Z-) COV CO -J J W W(9v~)ttoo Z0�--M a cMnauJ. DRAWN BY TP DATE DRAWN 01 /12/21 REVISION SHEET NO: A-1 N ALUMINUM MEMBERS DBHNSIONS .HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 21'x3"x0.050" 2x4:2x4x0.050" 2x5:2"x5"x0.050" OPEN BACK SECTIONS 1x2: 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" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2" x 7" x 0.05T'x 0.120" 2X8SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 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 (SW: ITW / BUILDEX OR FOUIVALFNT ,��11611 `,10 �Q r �• : Z �d �W o Z O �. "Zoo, 3" x 3" x 0.090" I I POST x 0.090" POST (2) 3!8" DIA. CONCRETE I � SCREW ANCHORS I I (3" CONC. EMBED) I I I I (2) 318" DIA. CONCRETE I SCREW ANCHORS I I (3" CONC. EMBED) INTERNAUEXTERNAL 1" x 3" OB W/ 114" CONCRETE INTERNAUEXTERNAL• I I 3" x 3" x 118" EXTRUDED SCREW ANCHOR 6" I I 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3!8" FROM UPRIGHT & @ I I POST BASE W/ (2) 3/8" I I DIA. THRU BOLTS 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS I I a '• .° °4' •� ••' a ' a B B—� 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-Z SCALE: NTS A-2 SCALE: NTS 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY W/ (4) #14 x 3/4" SMS o 0 INTO DJ 21/4' MIN CONC I I SLAB / FOOTING e a • 'ANCHOR EMBEDNENT I I SEE PLAN : c °°d ' ' ' 9 CHAIR RAIL MEMBER --, EMBER I I SIDEVIEW I I — ---I IY----- I I (1) 3/8" DIA CONCRETE UPRIGHT I 1 " x 1" x 1/8" ANGLE W/ SCREW ANCHORS (2 1/4" CONC. EMBED) I j PRE -HUNG (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT I I DOOR JAMB I I w x 3" x 0.090" POST ED FOR 1"x 3" BASE PLATE ° ANCHORED TOCONC W/1/4" . ' °' °', a a °+ CODE COMPLIANCE CONCRETE SCREW ANCHOR c ° ° (MIN. 1 1/4" EMBED) a a ° c ^ C COUNTY ST. LUCIE COUN 6" MAX EACH SIDE OF POST °< ® g AND 24" O.C. MAX 6" �• '' •° ''• P' C ° '•-'< ' CHAIR RAIL TO POSRMCION DETAIL FRONT VIEW A-2 SCALE: NTS DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE: NTS /' ) LL 6- O i ui S � 4"-4 0 •• Q�O�� ee . * W LU W _z am W Z z az � � N N N N Q W Lu LL 0J O = fY a U^ Z W Cz Z tm n, J LL Q W Zamar0 0 Z Z izo a o z 0 J W LL ILL Ln 0 W U Z Q �o w Q�U� I'- Z)JJ to I LU z o � m 0 Z Z w M co 0 d 10D-LJL DRAWN BY TP DATE DRAWN 01 /12/21 REVISION 0 4 - SHEET NO: A-m2- 3" x 12" RHINO ,�,,,�l1���1 * y #14 x 3!4" SMS WI PAN PANEL NEOPRENEFACED \\\\ �( � "'••••�� WASHER @ 4" O.C. #14SMS x3/4"Wl NEOPRENE FACED \\\ ••' �/ •' ••. / �/� WASHER @ 12" O.C. ALONG LENGTH \�\ �� Z • • �!/ 't •• j u- G- OFALL END BEAMS Q O + =a :wCD w w j FLASHING �. :�•� Z U) ��I���L,• 2" x 3" TOP RAIL - NO ANGLE REQUIRED UNLESS �, I J I �3" RISER #14 x 3/4" SMS W! FACEDSPL OTHERS // / ••••••• ••••�•• �i \, ATTACICED OR H W/ (4) #10 CORNER 4G I I I I I PANEL J NEOPRENE WASHER @ 4" O.C. 311 x 12" RHINO 11 END BEAM I PAN PANEL III IZ 3" x 3" x 0.090--_,--III I I I O UPRIGHT I III up I II ILL TOP RAIL W/ u, W I L6J W (4) #10 x 4" SMS W fZ INTO POST I i #14 x 3/4" SMS W1 z_ M (7 TOP RAIL W/ 4 #10 x 4" SMS () 3" x 12" RHINO PAN PANEL NEOPRENE FACED WASHER 4" O.C. / EXISTING J BUILDING /I z W tD W z INTO POST �(3) 3/8" DIA @ % J _ ___ 2" x 2" x 3" LG _ _ - _ � THRU BOLTS Z z 2" x 2" x 3" LG x 1/8" ANGLE THRU/BOL S O a N x 118" ANGLE (4) #10 x 3/4" (4) #10 x 3/4"IF I I 2" x 5" SMB I I 2" x 5" SMB 3" x 3" x 0.090" I POST I I (n Z LLJ IN V LL SMS INTO SMS INTO 3" x 3" x 0.090" I / O 0 _ SCREW BOSSES I I SCREW BOSSES I I I POST __ _ d ~ (2) INTO TOP RAIL I I (2) INTO TOP RAIL I I I I (2) INTO POST I (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S'1 S-2 RHINO PANEL TO POST 4TH WALL DETAIL = Z N S HINO PAN ROOF TO POST CONNECTION SCALE: NTS A 3N'y" A-3 SCALE: NTS z — W �^ t m n p o '+ z X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT cS A-3 SCALE NTS Q J LL �1 W K Q ^ W W 6 00 OD Q W Z 2 F F }V� �V((( (zQ (^ Z R a 0 O W LL LL #14 x 3/4" SMS W/ #14 SMS x 3/4" W/ #14 x 3/4" SMS W/ NEOPRENE FACED ASHING FLASHING #14 SMSx 3!4" W! NEOPRENE FACED WASHER @ 4" O.C. 3" x 12" RHINO NEOPRENE FACED WASHER @ 4" O.C. OTHERS - — —_ NEOPRENE FACED PAN PANEL WASHER @ 12" O.C. #14 x 314" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3" x RHINO NEOPRENE FACED 3" x 12" RHINO ALONG LENGTH OF ALL END BEAMS PAN PANEL WASHER @ 4" O.C. PAN PANEL OF ALL END BEAMS 2" x 3" TOP RAIL w/ (4) #10 x 4" SMS INTO POST I af N 2" x 2" x 3" LG 1/8" ANGLE W 0 x 2" x 3" x 0.045" a I END BEAM EXISTING ! ® 2" x 3" x 0.045" ° (4) #10 x 3!4" i5 � ( j Q J a J BUILDING / DIA. I ® END BEAM ° - — ` — — — -- — ® I SCREW BOSSES - (2) INTO TOP RAIL m J -j Q F- N 1 1/2" x 21/8" xl 1/2" x 0.062' i I (3 TOTAL) i (2) INTO POST W W n z O 01, ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH I SIDE OF BEAM & (2) 3/8" DIA. I I 2" x 5" SMB 1 1/8" x 21/8"x 1 1a' x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) I I #14 x 3/4" SMS EACH SIDE OF 2" x 5" SMBJ I I 0 z Z 2 t S m 0 J C. > ch a- U- THRU BOLTS INTO THE POST i BEAM & 318" DIA. THRU BOLTS 1 1/8" x 2" x 1 1/8" x 5" x 0.062" DRAWN BY I (2) I I 3/8" DIA THRU BOLT I I I 3" x 3" x 0.090" INTO POST I ALUM RECEIVING CHANNEL W1(4) #14 x 3/4" SMS INTO TP 2"x5"SMB i I POST I I. EACHNTOSIDE ORERPOST #14 x 1"SMS INTO CORNER POST s9 ■ - REVIEWED FOR DATE DRAWN -- 3"x3"x0.090" -� i CODE COMPLIANCE 01/12/21 REVISION POST ST. LUCIE COUNTY( 1 - S-3 HINO PANEL TO CORNER POST 4TH WALL DETAIL S'4 RHINO PANEL TO CORNER POST CONNECTION S-5 HI NO PANEL BOCC ROOF TO POST CONNECTION © _ A-3 SCALE: NTS A_•] J SCALE: NTS 4 - n _3 SCALE: NTS /"� SHEET NO: A-3 2" x EDGE E .� �•Z Oc o O O v~i t�vr G �L Z #14 x 3/4" SMS W/ NEOPRENE FACED WASHER @ 12" O.C. 3" RHINO PAN #14 x 3/4" SMS W/ 3" RHINO PAN NEOPRENE FACED ROOF PANEL #14 x 3/4" SMS W/ ALONG LENGTH OF ALL ROOF PANEL � NEOPRENE FACED END / CROSS BEAMS WASHER @ 4" O.C. MR II `WASHER @ 4" O.C. a ° o 2" x 3" x 0.045"-/ ° END BEAM 12" MAX \ 2" x 3" x 0.045"� \ \ �3" x 3 x 0.090" 2" x 3" x 0.045" \ \ \ I I KNEE BRACE \ KNEE BRACE e ° 11/2"x21/8"x11/2"x 0.062' x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST 3" x 3" x 0.090" POST S—% KNEE BRACE CONNECTION DETAIL A -A SCALE: NTS 11/2"x21/8"x11/r'x 0.062" x 3" LONG ALUM RECEIVING /4"SMS NEL Wt EA. E ED FOR #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST CO �E c MPLIANCE ST. L CIE COUNTY S—H KNEE BRACE CONNECTIO C A SCALE: NTS uj L wH w n; Z M Z W z J � � zZ O 0-n N N Q W LLI U O0 OJ _ z Z co m L / M Q I R m b N q Z U Z mnn J � LLmm a MQ...0, W wo m w z a W z 0 ,n oz� O J ILL W '� N D_ w 0 U Oz�W a co in �z6U)rn 0 zZwc*� cMnCIJi. DRAWN BY TIP DATE DRAWN 01 /12/21 REVISION 1 - 4 - SHEET NO: A-4 x c C