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HomeMy WebLinkAboutDRAWING APPROVED LAYOUT1 lye 1 CaakL- 9C n\i'� 0*2-112,--Oaa3 File Copy MIN. FRONT SIDES_ CNR S] ZNG. CONTRACTOR: WYNNE BUILDING CORP 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 ADM1 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: VucT = 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 Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material:3" x 12" 0.030" Town & Country Industries Riser Panel, Florida Product Approval Number FL 17638-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 if the existing slab is a minimum of 4" 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 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 1 /,Pn! 1X3 �r I 0 � IN' A-5 A-3 1-9•LOCATION OF 2'-D" A-4 A-3 >� B FT sco 10 !r I --- A-5 •�N 2X3X0.045 END BEAM b -4 b o ' A-3 L 1 0 3"X12"X0.03O" A-3 RISER PAN 3X3X0.090 3X3X0.090 3X3XO.090 3X3X0.090 A-4 POST POST POST POST 3=0.090 3X3XO.090 3X3X0.090 3X3XO.090 3X3X0.090 '8o POST POST POST POST POST c (TYP) T >7 (r�iP) IN ---h I (TYP) 7'-4" 7'-4"�Y-7'-4' 8'-0' 8'-0" 8A-02A620. 9'-0. A-2 1'-0' 6'-0" � 8'-0' 2X55MB 2X3X0.045 END BEAM _ 2X55MB 2X85M8 CROSS 2X3X0.045 END BEAM - - 2X55M8 4TH WALL 4TH WALL BEAM 7n 4TH WALL _ A-5 2X8SM8 A-4 BEAM A-4 2X3X0.045 3"X12'X'0.030' END BEAM 2X5SMBf RISER PAN_ N 2X8SM8 INT BEAM cRoss _ B BEAM 2X3X0.045 � 2X5SMB A-3 � BanEA�tt BEAM 22'-0' 9'-0' 55'-0' 24'-0" 9-0' I File COPY & %, MIEW� k6 - OF 02-?- P CODE corwPLi,arace ST, Ll1CIE COUNT QfBOGC (� 2f �'��G .......co ,�•2 060� lH (0 W Lo 4 : > Z to '0�� • • • Q�0 * 3X3XO.090 POST b b 3X3X0.080 POST 8'-6' -- F 10'-0" 3X3x0.090 POST POST 1X3 2X3GIRT (TYP) ' (TYP) I 3=0.090 POST 44 I 3X3X0.090 POST 2XDJ � to 2XDJ 3X3X0.090 POST W LU Lu ti M � O Z U3 W Z Z Q Z O rs V) N t/1 W LL 0 O fY = a 1-- � U� Z z Z � �+"' ~ �Z�ms1 z r Q WLu W S m m W tJ Z gi FLL W S� ,y p {O Z N 7 m J LU ILL o 2 O F- Of LUO Z U Z 0 Z Z Q 0, X U m i- LU 6U UJ p p- to Z W N 0) Z�IYc� dN OLL LJL.. TP DATE DRAWN 11 /16/21 REVISION Eq 0 SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 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) 2x4SMB: 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" 2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9SMB: 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 (SMS): IT W / BUILDEX OR EQUIVALENT \_� 4"x4"x0.125" ••• POST •� co ";I- Q INTERNAL/EXTERNAL + Z O 4" x 4" x 118" EXTRUDED W (O n' (2) 3!8" DIA CONCRETE I I POST BASE W/ (2) 3/8" z L) �} SCREW ANCHORS — — DIA. THRU BOLTS Gn (3" CONC. EMBED) _ _ ;•� Z - - v •• �4� 0 • e. •••• 3" x 3" x 0.090" ° • a .a a . ///fllfff POST ej a'O e (2) 3/8" DIA. CONCRETE I 1 y SCREW ANCHORS (3" CONC. EMBED) 1" x 3" 0 CONCRETE INTE3" x 0.090 CR1EW ANCHOR x 3R x 1 8"" EXTRUDED RUDED I POST FROM UPRIGHT & @-I POST BASE W/ (2) 3/8" I 24" O.C. (MIN. 3" EMBED.) I DIA. THRU BOLTS INTERNAL/EXTERNAL 3" x 3" x 1/8" EXTRUDED (2) 3/8" DIA. CONCRETE I I POST BASE W/ (2) 3/8" I SCREW ANCHORS DIA. THRU BOLTS _ _ (3" CONC. EMBED)i� <, d•• a e. �' ». '0 e••, a. ®, ..4 G„ d '• /' d B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE:NTS POST TO CONCRETE CONNECTION DETAIL A_2 SCALE: NTS 118" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY W/ (4) #14 x 3/4" SMS o INTO DJ o 0 CONC TIANCHOREIMISEMENT SLAB / FOOTING ' d SEE PLAN CHAIR RAIL MEMBER SIDE VIEW — — E — — — —� (1) 3/8" DIA. CONCRETE �j UPRIGHT I 1"x 1" x 1/8" ANGLE W/ SCREW ANCHORS i (2) (21/4" CONC. EMBED) / PRE -HUNG EACH SIDE OF UPRIGHT DOOR JAMB / I I x 0.090" POST 1"x 3" BASE PLATE ANCHORED TO CONC W/ 1/4" e' CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST °4• 4 AND 24" O.C. MAX ° 4.. a C CHAIR RAIL TO POST CONNECTION DETAIL FRONT VIEW A-2 SCALE: NTS DJ-1 UPRIGHT TO TO CONCRETE�PRE-HUNG-HUNG A_2 DOOR LOCATION DETAIL SCALE:NTS W Lu W c: z ,M W Z LU W Z Qz O n_ uii N t� N Q W W OLL O0C = C. O' I N m � M 9 Z N Z z W Lu 5 IInn\t= smto Z' ' m �Zw J � �LLmm Q W< Lu gw Goco 0 z a f F LL VI N Y s� o Z m c _J W u- O ; - , N Z W OU Z < W Ly- b mFW—WN LLI Z 0) 0 ZZ2'M C_ >NulLJL DRAWN BY TP DATE DRAWII 11 /16/21 REVISION z _ a _ SHEEP NO: A-2 a #14 SMS x 1" W/ ,�ttttl #14 x 3!4" SMS W/ NEOPRENE FACED \\\\\ �( NEOPRENE FACED WASHER @ 12" O.C. 3" RISER �•.`•.'•• WASHER @ 4" O.C. ALONG LENGTH PANEL OF ALL END BEAMS `♦\\\��. : � �� �ri •: a .w � - a' •U v I FLASHING Q • 2 xG •�•. I 2" x 3" x 0.045" TOP RAIL - • CROSS BEAM I #14 x 3/4" SMS W/ OTHERS I� /i � ' •. • //////� I 4" FC�. 3 A�ALICOED OR III I WASHER @ PANEL �1j11• CORNERS • /11 #, O x 4" LG III I I I 1 1!2" x 2118" x 1 1!2" x 1/8" x 6" LONG ALUM RECEIVING 3" x 3" PB III II I UPRIGHT CHANNEL W/ (5) #14 x 3/4" I I INTO THE UPRIGHT AND (5) #14 x 3f4" SMS INTO EACH I SIDE OF BEAM I #14 x 3!4" SMS W! � 3" RISER PANEL NEOPRENE FACED � WASHER 4" O.C. ; EXISTING �J �BUILDINGJ, 2" x 3" x 0.045" TOP RAIL w! (4) #10 x 4" SMS INTO POST � i �(3) 318" DIA. THRU BOLTS @ (3) 318" DIA. I THRU BOLTS / 2"x2"x3"LG 2"x2"x3"LG x 1/8" ANGLE x 1/8" ANGLE 2"x5"SMB � 2" x 5" SMB 3" x 3" x 0.090" I I POST x 0.090" i I (4) #10 x 3/4" (4) #10 x 3/4" POST / - SCREW BOSSES � I SCREW BOSSES (2) INTO TOP RAIL I (2) INTO TOP RAIL I (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S-� S-2 RISER PANEL TO POST 4TH WALL DETAIL RISER PAN ROOF TO POST CONNECTION A-3 SCALE: NTS S A 3 SCALE: NTS X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT A-3 SCALE NTS #14 x 3/4" SMS Wl #14 x 3/4" SMS W/ FLASHING NEOPRENE FACED #14 SMS x 3/4" W! BY NEOPRENE FACED #14 SMS x 3/4" W/ WASHER @ 4" O.C. 3" RISER NEOPRENEFACED OTHERS WASHER @ 4" O.C. NEOPRENE FACED PANEL WASHER @ 12" O.C. #14 x 3/4" SMS W! WASHER @ 12" O.C. ALONG LENGTH 3" RISER NEOPRENE FACED 3" RISER ALONG LENGTH / OF ALL END BEAMS PANEL WASHER @ 4" O.C. PANEL OF ALL END BEAMS 2" x 3" TOP RAIL w/ (4j #10 x 4" SMS INTO POST I ° 2"x2"x3"LG x 1/8" ANGLE 2' x 3" x 0.045" ° I EXISTING END BEAM ° � �BUILDING/� I 2" x 3" x 0.045" I ® END BEAM ° \ (4) #10 x 3/4" \` 3/8" DIA. SCREW BOSSES THRU BOLTS IL 1 1!2" x 21/8" x1 1/2" x 0.062" I (3 TOTAL) I I (2) INTO POST ALUM RECEIVING CHANNEL � I Wl (3) #12 x 3/4" SMS EACH I SIDE OF BEAM & (2) 318" DIA. I 2" x 5" SMB I 1 1!8" x 21I8" x 1 1/2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF 2" x 5" SMB � I I THRU BOLTS INTO THE POST BEAM & (2) 3/8" DIA. THRU BOLTS 1 1/8" x 2" x 1 118" x 5" x 0.125" I I I I INTO POST ALUM RECEIVING CHANNEL 3/8" DIA. THRU BOLT I 3" x 3" x 0.090" W! (4) #14 x 3/4" SMS INTO POST EACH SIDE OF BEAM & (4) 2" x 5" SMB #14 x I" SMS INTO CORNER POST 3" x 3" x 0.090" POST S-3 ISER PANEL TO CORNER POST 4TH WALL DETAIL S-4 RISER PANEL TO CORNER POST CONNECTION S-5 RISER PANEL ROOF TO POST CONNECTION A-� SCALE: NTS A-3 SCALE: NTS A-3 SCALE: NTS III0no I/,/// .� LL 6-CD S i Q i 41 w ~ O fn .. • • Q�O�\ \♦NO ANGLE RE: U,\ \ UIttN�t, ` LLI W w a Z �m C7 0 W Z Z ¢ z O a�11 vWI N 5¢ W LL ` J O O SMS a ~ L-A—r C zz {CY IWII T N W z�tj W W ,." Q W gmas "a3 0z� m J W �' o ILL o LL 2 F- N Z W ZLU 0 X w `�' mW wN (2) INTO TOP LLJ z W 0_ z�J w xco d N LLLLL DRAWN BY TP DATE DRAWN 11/16/21 REVISION 1 - © - 4 - SHEET NO: Asss3 11/ ' t \\\,,,�111111111111/IIIII,,, \�\ ,�'C •.... • • ��i • 10 � � LL ts- •'• #14 x 3/4" SMS W/ NEOPRENE FACED WASHER 12" O.C. 3" RISER #14 x 3/4" SMS W/ d Q � � Z 0 3" RISER PANELN #14 x 3/4" SMS W/ ALONG LENGTH OF ALL PANEL NEOPRENE FACED WASHER @ 4" O.C. � _ + O- LV + LLI = * + NEOPRENE FACED END/CROSSBEAMS + � ; (� � + � Q 2"xSMB WASE" O.C. WASHER @ 4♦ + () ; Z • EDGE BEAM w00 7-A 0`IGIIIIIlIIIIT111111Pvz MAX 11�,, A I II — I _ —. — 1 �, __., _� -- --- -"' I OVERHANG e • • \ I I J.. 211x W W I I END BEAM rn \ \ 1 \ \ I I Z WW \ I \ \ \ I 12 I 2" x 3" x 0.045" \ \ 3" x 3" x 0.090" I Q Q Z 2" x 3" x 0.045" \ KNEE BRACE \ POST z f Lu KNEE BRACE \ I I I - O Ln I N Q W \ • I 11/2"x21/8"x11/2"x uj Lu J 11/2"x21/8"x11/2"x 0.062"x3' LONG ALUM I 0 0 0.052' x 3" LONG ALUM ' RECEIVING CHANNEL W/ (3) I _ RECEIVING CHANNEL W/ (3) I I #12 x 3/4" SMS EA. FACE & 1— #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST (3) #12 x 3/4" INTO POST I n I 3" x 3" x 0.090" G POST 5U!R z S-6 S-7 KNEE BRACE CONNECTION DETAIL z - MID KNEE BRACE CONNECTION DETAIL ^ SCALE: 4 NTS C7 A -A SCALE: NTS „ W -Q ei ei W d V V Q wy Q Z ROE F O Z Lon J W a 0 #14 SMS x 3/4" W/ #14 x 3/4" SMS W/ NEOPRENEFACED NEOPRENE FACED FLASHING #14 SMS x 3/4" W/ NEOPRENE FACED #14 x 3f4" SMS W/ 1 1/2" x 21/8" x 1 1/2" x 0.125" 1 1/2" x 21/8" x 1 1/2" x 0.125" WASHER @ 12" O.C. WASHER @ 4" O.C. WASHER @ 12' O.C. NEOPRENE FACED BEAM DEPTH CHANNEL W/ BEAM DEPTH CHANNEL W/ ALONG LENGTH 3" RISER ALONG LENGTH OF ALL END BEAMS WASHER @ 4" O.C. (4) #14 x 3/4" SMS INTO 14) #14 x 3/4" SMS INTO OF ALL END BEAMS PANEL = BEAM EACH SIDE & (4) #14 x 3/4" SMS INTO CARRIER BEAM BEAM EACH SIDE & (4) #14 x 3/4" SMS INTO CARRIER BEAM 3" RISER PANEL (I1 O Z W OU ZZQ e o Qzz p I EXISTING • Q 2" x e © 2" x 5" SMB ° 2" x 6" SMB BUILDING 2" x 3" TOP RAIL - NO ANGLE REQUIRED UNLESS 2" x 5" SMB ° INTERIOR BEAM J U ri m W 2 �—S—MB— • e ® CROSS BEAM I OR Rx o 0_ LO e� ATTACHSPLICEw// (4) #10D 4"L 91 II I L Z 0 ° — ----- O z�IrM I 1 1/2" x 2 1/8" x 1 1/2" x 0. 125" x N 0 LL �2" BEAM DEPTH CHANNEL W/ DRAWN BY x 6" SMB I I 3" x 3" x 0.09D" (4) #14 x 3/4" SMS INTO CROSS BEAM 1 1/2" x 21/8" x1 1/2" x 6" x 0.125" I UPRIGHT �� E#14 TP ALUM RECEIVING CHANNEL 2" x 5" SMB (4) x 3/4" SMS INTO DATE DRAWN W/ (5) #12 x 3/4" SMS EACH I i / I UPRIGHT SIDE OF BEAM & (3) 3/8" DIA. 11 /16/21 THRU BOLTS INTO THE POST _ _ _ 3" x 3" Posy REVISION 0 - S-H S-9 ISER PANEL TO POST 04 4TH WALL DETAIL S-1 O X 3 TOP RAIL CONNECTION TO SIDE WALL 3X 3 UPRIGHT 4 INT BEAM TO CROSS BEAM ATTACHMENT q A SCALE: NTS SCALE: NTS SCALE: A NTS „4 A-4 SHEET NO: -A Y A-4 ' ` Illfftt// ol LL 6-• ; • O p — w oC • Q O� fn 4< NEOPRENE .• `, •. Q��� ��``` * 1111/111�� F x C[t: W W fi L` z W z Q Q z Z O °' z C vWi z Lu W V LL z ILL O fY = e d ~ c a �oc N o c U Z z z c Z W z v Z �� a Q Lu Wam� Q LLJ z Q J 0 Z OC o Z @ m k —J W _ LL 3 LL a z c c LL C z_ 2 c L 0 V) af c Z W Z a Q DafW t� }�' com~wN `u Z rn W cc*> d NLLLLL DRAWN BY TP DATE DRAWN 11 /16/21 REVISION A - a _ SHEET NO: I I A-5 ,,,,11�1111 W .a � #14SMSx3/4"W/ � N :•fi NEOPRENE FACED Q WASHER � 12" D.C. #14 SMS x 3/4" W/ � !� '. Z • ALONG LENGTH 3" x 12" RISER #14 x 3/4" SMS W/ NEOPRENE FACED I� Q •. OF ALL END BEAMS PAN WASHER '',,',,/ •• • .PANEL WASHER @ 4AO.CD. F ALG E @GBEHAMS 2" x 5" x SMB" END BEAM 1 1/8" x 2" x 1 1/8" x 5" x 0.125" 3" x 3' x 0.090" ALUM RECEIVING CHANNEL POST NOTCHED I I W/ (4) #14 x 3/4" SMS INTO 2" x 5" SMB FOR CARRIER BEAM (3) I I END BEAM ® 0 2" x 3" x 0.045" 3 BCDIAI. THRU BOLTS END BEAM 2"z 5" SMB I I INTO POST ® ® CARRIER BEAM 0 1 1/2" x 2118" x 1 1/2" x 0.062" x 3" LONG - _.__ � u —— ALUM RECEIVING CHANNEL W/ (3) I I #14 x 314" SMS EACH SIDE OF 1 112" x 21/8" x 1 1/2" x 0.125" x 5" LONG BEAM & (2) 3/8" DIA. THRU BOLTS ALUM RECEIVING CHANNEL W/ (4) I INTO POST 3/8" DIA. #14 x 3!4" SMS EACH SIDE OF I BOLTS BEAM & (3) 3!8" DIA. THRU BOLTS 2" x 5" SMB (fOTA INTO POST 3" x 3" x 0.090" POST Lil S-1 RISER PANEL TO POST INTERIOR CONNECTION S-12 MUTLIPLE MEMBER TO POST CONNECTION A-5 SCALE: NTS A_G SCALE: NTS 1 1/2" x 21 /8" x 1 1 /2" x 0.125" 1 1/2" x 21 /8" x 1 1 /2" x 0.125" BEAM DEPTH CHANNEL W/ BEAM DEPTH CHANNEL W/ (4) #14 x 3/4" SMS INTO (5) #14 x 3/4" SMS INTO BEAM EACH SIDE & BEAM EACH SIDE 8 (4) #14 x 3/4" SMS INTO (4) #14 x 3/4" SMS INTO 4TH WALL EDGE BEAM 4TH WALL EDGE BEAM ® 2" x 5" SMB 2" x 6" SMB o 0 a a o a 2" x 5" SMB 2" 5" SMB4TH \4TH WALL WALL EDGE BEAM EDGE BEAM S-13 CROSS BEAM TO 4TH WALL BEAM ATTACHMENT S'� NT BEAM TO END BEAM ATTACHMENT A_� SCALE: NTS A_� SCALE: NTS