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HomeMy WebLinkAboutJatlow EngineeringDESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS 1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. 2, AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ASCE 7-10 & SEI 7 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. AC1318 CONCRETE REFRENCE MANUAL. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 150 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 150 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF 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 PORTABLE 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 & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT 3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE (OR EQUAL) TYP. ALL LOCATIONS 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE NOTED. ALUMINUM SPECIFICATIONS _ 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. FASTENER SPECIFICATIONS 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 114" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE I"X2" INSTALLED THROUGHOUT AN "OPEN VIEW' SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN HEIGHT. MISCELLANEOUS 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. 6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.IOU" UNLESS OTHERWISE INDICATED. RESPONSIBILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.050" 2 x 3: 2" x 3" x 0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.044" 1 x3: 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 0.046" x 0. 100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.116" 2 x 6 S M B: 2" x 6" x 0.050" x 0. 120" 2 x 7 SMB: 2" x 7" x 0.055" x 0. 120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" 2 x 9 SMB: 2"x9"x0.072"x0.224" 2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306" 2x 10 SMB: 2"x 10" x 0.092" x 0.374" DETAIL A 1X3 N x W 1X3 IN 11'-01, -i cc�cN a },r N`N1X3 2X6SMB X DJ + 3X2 \\ 2X3 DJ O O I `. 2X10SMB C.B. r, O I L(1 N N i N i/ x i m DIAG. �\ I �� X e8 2X6SMB y 2X3X.050 U� �o co ti W O N x � DEI_ -c sw., �..� . —� m x m rn 71 N m m x x I V--�, SET 39'-1" - 6'-3 I MATCH BEA.+]t oc,-f•1j k1b �r rrvi e�' �� iwaEon=�- 09123/2020 2X6SMB J rn REVISION 2: DATE .cE-: eueue+st: ;u.N.o.I SEE CD co DRAWN BY: TCP SCALE: NTS PAGE 2 z Z Q E U 1X3 IN 11'-01, -i cc�cN a },r N`N1X3 ' X + 3X2 _,osc�cwsoss 1X3 + 3X2/// O O + m `. 2X10SMB C.B. r, O N \\�� X L(1 N N i N i/ x i m DIAG. BRACE TYP. �� X e8 W 2X3 TYP. 2X3X.050 U� �o co ti W O V w ON DEI_ -c sw., �..� . —� N`. 1X3 TYP. O rn 1X3 TYP. N eouMrrTO fl w�+e .ve.axoorr �Aru O d V--�, SET 39'-1" - 6'-3 MATCH BEA.+]t oc,-f•1j k1b �r rrvi e�' �� iwaEon=�- 09123/2020 00 J rn REVISION 2: DATE .cE-: eueue+st: ;u.N.o.I SEE CD co DRAWN BY: TCP SCALE: NTS PAGE 2 z Z Q E U O U s ?XY'10 CrLi�iii giszss.Ir�ss.a a �7"T: .. U WO 00 a, a ox enn c .a =FnE- W�U_L(l)� �rn LLi m ~ S a-00 c SIDE VIEW WQ��m TRANSOM AT GUTTER CONNECTION Q Q = N DETAIL SCALE: N.T.S. �n 1X3 + 3X2 1 �- F_ m m x WALL MOUNT x x X x x o(_0� O 1X3 N N 4'-0" MAX. I 00 N 8'-4" 01x3 -17i 2X3 DJ 2X3 DJ T_ 2X6SMB N`N1X3 ' X + 3X2 , 1X3 + 3X2/// O O + m `. 2X10SMB C.B. r, O N \\�� X L(1 N N i N i/ x i m ri m �� X e8 W 2X3 TYP. 66ry U� co ti W O V w ON O N`. 1X3 TYP. O rn 1X3 TYP. N -- O d V--�, SET 39'-1" - 6'-3 00 N 8'-4" 01x3 -17i 2X3 DJ 2X3 DJ T_ 2X6SMB i 2X6SMB V 1 I- r' 1X3 11'-0" � X w � m O O + m x r, m x rH 1 x N LL � e8 W i 2X6SMB V 1 I- r' 1X3 11'-0" U � N O w � z O O w O ULj OJ w LL � e8 W U) 66ry U� co ti W O V w ON O O rn W ¢�W z O O d U � J 0 DESIGN DATE: 09123/2020 00 J rn REVISION 2: DATE CD co DRAWN BY: TCP SCALE: NTS z Z Q E U O U rY p U WO 00 a, W�U_L(l)� �rn LLi m ~ M --� c WQ��m Q Q = 0 F_ U o(_0� O 1 H o N O z H U W CL U � J w � z o w O OJ w LL W U) 66ry U� co W O o OQU O O w w ¢�W z O O d DESIGN DATE: 09123/2020 REVISION 1: DATE REVISION 2: DATE PAGE: 1 DRAWN BY: TCP SCALE: NTS FLASHING 'HORIZONTAL OR SLOPED "x2" FASTEN TO COL. (INTERNAL) 'V02) #IOYI-112" SMS, FASTEN TO ?E RAILS ABOVE W/ #10X1-1/2" SMS 24` O.C- AND 6" FROM END - o TABLE °D" �J o QTY .ACH SIL'EISI2E ° 4/12 o o KAM PER PLAN NOTCHED TO RECEIVE COLUMN WIrHIN SMS, (EACH SIDE) QTY PER TABLE D No PRG IL MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLANS MAINTAIN MIN, OF 5/8- SEPERATION V FROM EDGE OF BEAM SMS C.C. TYP_ DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. NOTE. iP PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO 00` -NG 2 ,'_ MIN. TYP.) NOTE: WHEN FASTENING ?0 'WOOD USE I/4' G L V. LAG SCREV{ IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2-11L NTO STRUCTURAL FRAMING BENEATH (TYP.) 1/4° DIA. TAPCON SCHEDULE UPRIGHT QTY. TAPCON/ QTY. #12 SMS E/S 2x3 (1)_11/4" TAPCON/ (4) #12 2 x 4 5/12 2 x 5 5/12 2 x 6 6/12 2 x 7 7/12 2 x 8 8/14 2 x 9 9/14 2 x 10 9/14 KAM PER PLAN NOTCHED TO RECEIVE COLUMN WIrHIN SMS, (EACH SIDE) QTY PER TABLE D No PRG IL MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLANS MAINTAIN MIN, OF 5/8- SEPERATION V FROM EDGE OF BEAM SMS C.C. TYP_ DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. NOTE. iP PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO 00` -NG 2 ,'_ MIN. TYP.) NOTE: WHEN FASTENING ?0 'WOOD USE I/4' G L V. LAG SCREV{ IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2-11L NTO STRUCTURAL FRAMING BENEATH (TYP.) 1/4° DIA. TAPCON SCHEDULE UPRIGHT QTY. TAPCON/ QTY. #12 SMS E/S 2X3 (1)_11/4" TAPCON/ (4) #12 2X4 (2) 1/4" TAPCON/ (4) #12 2X5 (2) 1/4" TAPCON/ (4) #12 2X6 (3) 1/4" TAPCONI (6) #12 2X7 (3) 1/4" TAPCON/ (6) #12 2X8 (4) 1/4" TAPCON/ (8) #12 2X9 (4) 1/4" TAPCON/ (8) #12 2X10 (5) 1/4" TAPCON/ (10) #12 (2) #10x; INTO BE BEAM INSTALL Be TO CORNER 3/8" DIA. TAPCON SCHEDULE_ UPRIGHT OTY. TAPCON/ QTY. #12 SMS E/S 2X3 (1) 3/8' TAPCON/ (4) #12 2X4 (2) 3/8' TAPCON/ (4) #12 2X5 (2) 3/8" TAPCON/ (4) #12 2X6 (2) 3/8" TAPCON/ (6) #12 2X7 (2) 3/8" TAPCON/ (6) #12 2X8 (3) 3/8" TAPCON/ (6) #12 2X9 (3) 3/8" TAPCON/ (6) #12 2X10 (4) 3/8" TAPCON/ (8) #12 SCHEDULE BASED ON 2-I/4" MIN. SCHEDULE BASED ON 2-1/4" MIN. CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT SELF -MATING OR 118"x2"x2'x ANGLE SNAP SECTION TYP. 50322 H-32 ANGLE PER FLAN (2) - #12 SMS INTO COLUMN � 14 MASONRY ANCHOR EACH 1'x2" 0.8. BASE PLATE—TYP. ANGLE - EACH SIDE COL. o o 2 1/4 MIN. CONC. o 0 1-114" MIN COtvC. ANCHOR EMBEDMENT ANCHOR EMBEDMENT 2' MIN. ANCHOR SPACING m WHEN GREATER THAN 2" a a " UPRIGHT IS USED SEE IAPCON SCHEDULE ABOVE 3000 PSI CONC. ° SLAB/FTG 6x6-mzw'rrwM SIDE VIEW OR FIBERMESH !/L." MASONRY ANCHOR AT EACH ANGLE 2 - #12 SMS I/L` TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ Ix2 BASE 2 @ SLAB (BEYOND) I ---- k > 1`x2" BASE PLATE ANCHORED TO CONIC 'w1 I/4" MASONRY • ° ANCHOR 6" MAX EACH SIDE • . ° o —�° OF POST AND 24" 0 .. MAX 3000 FSI CONC. SLAB/FTG. 6x6-10xw FTG. FRONT VIEW OR FIBERMEH DETAIL "B" - 2"W' OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. (2) #10x3' SMS INTO SCREW BOSSES FOR EDGE MEMBER EDGE MEMBERo 0 OR FURLIN / o. `EDGE MEMBER OR PURLIN E 0.0625 6063 .6 FLAT PLATE r(8) 10x37, SMS, MINI, 112' EDGE D STAhC E MAY BE FAST - D INTERNALLY TO BRACE DETAIL "D" - ROOF BRACING CONNECTION SCALE: N.T.S. •ALL MEMBERS PER PLAN PAGE 2 'MEMBERS VARA" PER PLAN PAGE 2 FASTEN TOP OF HEADER TO INT ERSECTTIG MEMBER w/(2) #10 SMS 'w/I- PENETRATION INTO SCREW BOSS OF MEMBER - TYP. BOTH SIDES ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL wJ(W #10x.75" ;WTO GIRT OR PURLIN & (2) 614x.75` INTO REAM OR UPRIGHT 0.062 ANGLE CLIPS MAYBE USED I DOOR JAMB PER PLAN J II' ' 0-1 J 0 W I FASTEN HEADER r,/(2)x3 I(2) #10' � ' INTO SCREW BOSS OF HEADER �1 i ALTERNATE HEADER CONNECTION I WHEN Z -BAR IS USED - FASTEN < 0 Z -BAR TO COL/HEADER AT EACH w CORNER AND 18' OIC II. ALTERNATE BASE PLATE CONNECTION ATTACH MEMBER TO BASE PLATE (INTERNAL) w/(2) #10x2' SMS ATTACH BASE PLATE TO MEMBER wl(2) #10x3" SMS INTO SCREW -� BOSS OF BASE PL ATE (4) FIOx2" SMS INTO SCREW BOSSES UPRIGHT, BEAM -SNAP. MEMBER M PURLIE? SELF MATING, OR HOLLOW I DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: N.T.S. 4 1 n ° °4 ° 4 114" TAPCON (RED HEAD MFG. OR EOUAL) WITHIN 6" OF COLUMN 8 24" O.C. MAX. I -11C PENETRATION INTO UNDERLYING FOOTING DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: N.T.S. 2",,2'x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) -I2 EACH SIDS INTO PURLIN IN 0 EAE RAIL - SEE PLAN ° i 1x2 OPEN BACK EXTRUSION UPRIGHT (2) 610x2" SMS THRU Ix2 INTO EAVE RAIL EACH SIDE OF COLUMN DETAIL "G" - SLOPED PURLIN CONNECTION SCALE: N.T.S. (12) #12x1" SMS @ I" SPACING 2"x2' EDGE BEAM _ (2) #10x3' SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN --' 1-112',, 1/16- PLATE (TOP OR BOTTOM) 1'x2' FASTENED TO COLUMN w1(2) #10x1-112" SYS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN -1'x2" SNAP NOTCH COLUMN AS REO'D- COLUMN PER PLAN ALTERNATE DETAIL "G" SLOPED PURLIN CONNECTION SCALE: N.T.S. �.J = (', 0-1 J 0 W J � � 0 V < 0 E w � IL LL cr- p U LIJ u 00 UF- W Q J a) ILL L .c Zp- r L O (W J O F_ � Q WQ_j�� w r D_ Q5< 3: 0 a � DESIGN DATE: U REVISION 1: ( ty.-I- DATE REVISION 2: DATE /'� T- O SCALE: NTS 0) N U") N O N b z I— U W ry a_ U 0-1 W z 0 O w � IL U W U UF- LW o OQU O J O F_ � Q n w r D_ Ov a — DESIGN DATE: 09/23/2020 REVISION 1: DATE REVISION 2: DATE PAGE. DRAWN BY: TCP SCALE: NTS GIRT FASTENED INTERNALLY AT EACH END w/ #10xl.5" EACH SCREW GROOVE. FASTEN TO BEAM w/ 2,2,125 ANGLE (2) 412 SMS INTO BEAM 8 (2) #10x!5 THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT. ATTACH ANGLE DIRECTLY TO GUTTER -\ 2'k2'x'J8" ANGLE 'r:!(2 #12 SMS EACH LEG —. FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS 8 INCLUDE 2' GUTTER BRACE AT EACH BEAM LOCATION o BEAM o TABLE B-1 FCR GUTTER TO FASCIA: BEAM SIZE. (2) 412 SMS BEAM TO BEAM QTY SMS, FACE;SIDE (I) #IL @ 18' O.C- (5) #12 o 2 x 5 FOR GUTTER BRACE/ STRAP. (9) #12 o (7) #12 (2)#IL EA. STRAP CLOSE BOTTOM OF o 0 . I--==--- (10) #12 SEE TOP VIEW BEAM WHEN TRIMMED (14) #12 2 x 9 (14) #14 04L RECEIVING CHANNEL, 2 x 10 (16) #14 {IS) #14 FASTEN v;'(2) #12 SMS FOP. BEAM OVER 2x5 0 c J G O EACH SIDE OF BEAM .OLL RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY 1.11(2) #12 SMS (6 Q J O ALTERNATELY 2x2,118" ANGLE BELOW GIRT, (2) #IL SMS INTO J BEAM 8 (2) #12 SMS INTO STRUCTURAL GUTTER � SIDE VIEW M PAGE: GIRT #:0 S;iS WITHIN 6" OF BEAM 6 2L' O.C. 2,2x!/8' ANGLE EA. SIDE OF BEAM w/(2) #12 SMS EACH LEG EACH SIDE TOP VIEW DETAIL "H" BEAM TO GUTTER CONNECTION SCALE: N.T.S. -4STEN GUTTER TO -ASCIA w/ #ILx2" WOOD SCREW 18" O.C. :2) #12 SMS (2) #ILx2 WOOD SCREW FASCIA (2"x6" MIN. EXISTING) STRUCTURAL GUTTER _i 0 o o l o o f o o 0 of o F o of o I o (\ o ° ° I `-F I ° ° o ° ° 1° \\0 ° F \\ 0 0 0 3/16"-5052-H32 GUSSET ` F INTERNAL OR EXTERNAL \\o 8" INTO EA. SIDE TYP. (2XIOSMB ILLUSTRATED) NOTE F INSTALL FASTENERS ALONG PERIMETER OF GUSSET -BEAM JOINT 3/8' MIN. FROM EDGE. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B -I FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION. MAINTAIN 112' SEPARATION BETWEEN FASTENERS. MAINTAIN 3/8' MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAP FASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8' OF BEAM JOINT. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B -I. DETAIL "K" GUSSET CONNECTION SCALE: N.T.S. .050' GUTTER STIFFNER FASTEN TO FAS!A w(2) #;Lx2" WOOD SCREW FASTEN TO GUTTER w(2) #!2 SMS —. GUTTER GUTTER WHEN BEAR 8 PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM 8 PURLIN wi 118"x2"x2" ANGLE 8 (L) 412 SMS EACH LEG �- FASTEN INSIDE CORNER (BEAMTO PURLINO ,,,./V8"x2`.12" ANGLE .,t(Z) 912 SMS INTO EA. MEMBER (BEAM 8 PURLIN) DETAIL I'M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: N.T.S. (2) #A WOOD SCRE'dS (2) #12 SMS INTO FASCIA 2.,2x1!8" ANGLE w1(2) GIRT #12 SMS EA. LEG 0 0 o SMB 1 i 00 GIRT 0 0 � � 178'x2'XL' STRAP / \ � STRUCTURAL GUTTER (2) #12 SMS INTO BEAM SIDE VIEW \\\ (2) # W 12 SMS TO GUTTER -l// GIRT(2) GUTTER BRACES FASCIA ' EACH w/(2) #12 SMS INTO GUTTER 8 (2) #IL X 2' WOOD SCREWS INTO FASCIA 2X2.11%8` ANGLE w1(2) #12 SMS EA. LEG - SMB 0 STRAP (2) #12 SMS INTO BEAMTGIRT (2) s!2 SMS INTO GUTT_, STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER GUTTER CONNECTION SCALE: N.T.S. (9) #lOx2" 1/8" PLATE ON L50ANGL OR 118'A2" x2' ANGLE w,`( #12 SMS INTO EACH INTERSECTING MEMBER PERIMETEi FRAMING DETAIL "1-2" CABLE CONNECTION AT CORNER SCALE: N.T.S. 1/8" STAINLESS STEEL LOST MIN. BRAIDED CABLE 600 MAX_ L" MIN. SLAB w/FCOTING 318" DIA x 3' EMBED CONC.SCREW ANCHOR (TAPCON OR EQUAL) 3000 PSI CONC, MAX LOB MI 6x6'0 WWM OOR R FIBERMESH 60 L' MIN. SLAB / w/FOOTING J LS"x5.5' ALUM. STRAP wt(2) UC DIA. x MASONRY ANCHOR (TAPCON OR EQUAL) DETAIL "I-1" CABLE CONNECTION AT FOUNDATION SCALE: N.T.S. 'EBOLT FOR ,.BLE TENSION 6/8' STAIN! ESS STEEL BRAIDED CABLE 3000PSI CONC. 6x6-1 Ox10 WW1M OR FIBERMESH TABLE B-1 OJ0a7 BEAM SIZE. COL, TO BEAM QTY SMS/ SIDE OF COI. BEAM TO BEAM QTY SMS, FACE;SIDE 2 x 4 (5) #12 (9) #12 2 x 5 (5) #12 (9) #12 2 x 6 (7) #12 (9) #12 2 x 7 (10) #12 (10) #12 2 x 8 (12) #12 (14) #12 2 x 9 (14) #14 (14) #14 2 x 10 (16) #14 {IS) #14 DETAIL "K" GUSSET CONNECTION SCALE: N.T.S. .050' GUTTER STIFFNER FASTEN TO FAS!A w(2) #;Lx2" WOOD SCREW FASTEN TO GUTTER w(2) #!2 SMS —. GUTTER GUTTER WHEN BEAR 8 PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM 8 PURLIN wi 118"x2"x2" ANGLE 8 (L) 412 SMS EACH LEG �- FASTEN INSIDE CORNER (BEAMTO PURLINO ,,,./V8"x2`.12" ANGLE .,t(Z) 912 SMS INTO EA. MEMBER (BEAM 8 PURLIN) DETAIL I'M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: N.T.S. (2) #A WOOD SCRE'dS (2) #12 SMS INTO FASCIA 2.,2x1!8" ANGLE w1(2) GIRT #12 SMS EA. LEG 0 0 o SMB 1 i 00 GIRT 0 0 � � 178'x2'XL' STRAP / \ � STRUCTURAL GUTTER (2) #12 SMS INTO BEAM SIDE VIEW \\\ (2) # W 12 SMS TO GUTTER -l// GIRT(2) GUTTER BRACES FASCIA ' EACH w/(2) #12 SMS INTO GUTTER 8 (2) #IL X 2' WOOD SCREWS INTO FASCIA 2X2.11%8` ANGLE w1(2) #12 SMS EA. LEG - SMB 0 STRAP (2) #12 SMS INTO BEAMTGIRT (2) s!2 SMS INTO GUTT_, STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER GUTTER CONNECTION SCALE: N.T.S. (9) #lOx2" 1/8" PLATE ON L50ANGL OR 118'A2" x2' ANGLE w,`( #12 SMS INTO EACH INTERSECTING MEMBER PERIMETEi FRAMING DETAIL "1-2" CABLE CONNECTION AT CORNER SCALE: N.T.S. 1/8" STAINLESS STEEL LOST MIN. BRAIDED CABLE 600 MAX_ L" MIN. SLAB w/FCOTING 318" DIA x 3' EMBED CONC.SCREW ANCHOR (TAPCON OR EQUAL) 3000 PSI CONC, MAX LOB MI 6x6'0 WWM OOR R FIBERMESH 60 L' MIN. SLAB / w/FOOTING J LS"x5.5' ALUM. STRAP wt(2) UC DIA. x MASONRY ANCHOR (TAPCON OR EQUAL) DETAIL "I-1" CABLE CONNECTION AT FOUNDATION SCALE: N.T.S. 'EBOLT FOR ,.BLE TENSION 6/8' STAIN! ESS STEEL BRAIDED CABLE 3000PSI CONC. 6x6-1 Ox10 WW1M OR FIBERMESH rY c� p U W OJ0a7 C4 O_ LL. LCA .� Z_ �' v t1 O O z Lij <5 I a) W CL � P8 DHC U- N f�8 W I c9 ryO m W O W 0 c J G O F Q C) ui wr Z O (6 Q J O N Lr) OD o J rn � I— M PAGE: DRAWN BY: TCP z z Q E 0 w Q U rY c� p U W OJ0a7 W Q LL. LCA .� Z_ �' v t1 M c- 0 cc,) z Lij <5 I a) OJ DHC U- r W I c9 ryO J T-CL%I-. rn N Ln CV N O z E- U W O n J W 0 w OJ U- W W O W 0 c J G O F Q C) wr Z O O v a DESIGN DATE: 09/23/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS 3/16" 5052-1-132 GUSSET 2" X PURLINS ATTACH TO BEAM WITH MIN (4) #10 X 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER `w1:w 0 0 o0 518 #14 SMS @ 1 1/4" O.C. / o 0 0 0 a o 0 0 0 o o y318 ` 5" 8 NOTES: 1. GUSSET DIMENSION ARE MINIMUM (2) REQ'D (1) EA SIDE OF BEAM - MAYBE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING 3. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE. 2"X2"X1/8" ANGLE X 4" LONG PROVIDE #14 X 1" INTO EACH MEMBER AS INDICATED BELOW PROVIDE INTERIOR ANGLE ABOVE AND BELOW CHAIRRAIL EXTERIOR PLATE CORNER POST EAVE RAIL 1"x2"O.B. PATIO SECTION 3" x 3" x 0.050" MIN., 6063-T6 ALLOY PLATE DR STRONGER (ONE SIDE) WITH (3) - #12 x 3/4" S.M.S. EACH SIDE AS SHOWN (3/8" MIN. PLATE EDGE DISTANCE & C -C FASTENER SPACING) x2x0.0 yACE (TYP. LATERAL "K" -BRACING CONNECTION DETAILS K -BRACE ANGLE 1" INTO EACH :)ICATED BELOW CORNER POST (2) #10 X 1 1/2" SMS THRU SCREW BOSSES SLAB/FOOTING NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR GUSSET PLATE PER E -SERIES SELF MATING /—BEAM 3" x 2" x 0.050" MIN., 6063-T6 ALLOY PLATE DR STRONGER (ONE SIDE) (3) - #12 x 3/4" S.M.S., EACH SIDE AS SHOWN (1/2" MIN. PLATE EDGE DISTANCE & C -C FASTENER SPACING) CONTRACTOR TO INSTALL (2) #14 X 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE IN* CORNER POST K -BRACE Tx 2 x 0.093 BRACE (TYP 3/8" 0 CONCRETE ANCHOR (2 PLATES) FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE SCREWS FOR CORNER COLUMN LATERAL "K" -BRACING CONNECTION DETAILS 1" X 2" O.B. FASTENED TO CORNER POST W/ #12 X 1 1/2" SMS AT 6" FROM �- TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. 1/8" X 2" X 2" EXTRUDE ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 X 2" SMS INTO POST & (1) 3/8" DIA CONCRETE SCREW ANCHOR INTO CONCRETE 6" ( II %21/4- M�1 CONC ANCHOR BEDMENT SIDE VIEW CORNER K -BRACE DETAIL SCALE: N.T.S. (4) #14 X 3/4" SMS INTO POST 1" X 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX 2„ J CORNER POST W/ 1" X 2" @ �-BACKSIDE 3/8" X LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREW ANCHOR INTO CONCRETE FRONT VIEW CP -1 CORNER POST TO CONCRETE DETAIL A-4 SCALE: NTS 6" x 5" x 0.050" COLUMN 6063-T6 ALLOY PLATE (ONE SIDE) OR STRONGER 2 x 2 x 0.093 BRACE (TYP.) K -BRACE � 2 x 3 x 0.070 CHAIR RAIL A O O \\`i - ---------1 A O O i 0 GIRT (CHAIR RAIL) K -BRACE �\ _ 0 2x2x0.093 BRACE (TYP.) (11 TOTAL) - #12 x 3/4" S.M.S. AS SHOWN (1/2" MIN. PLATE EDGE DISTANCE & LATERAL "K" -BRACING C -C FASTENER SPACING) CONNECTION DETAILS J0 w W J� co 0 i-' co O zQ z 0 E 0 LL Iy Q U W =1 m 0) W © I LL_ Ln 3:< Z LA�/C _ ~_ 's✓ IJP a) (D I--' co F— b LZ Q O N or � < Q > O Ir fes- U LI. r 09/23/2020 REVISION 1: 0(_0o DATE REVISION 2: DATE —� - LL In DRAWN BY: TCP U w W J� O W O 0J w U W W 3:< (,)Jo 0 Q J J 0 � F— b ¢U-)� z 0 O Ir 0 IL DESIGNDATE: 09/23/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS (3) 114" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST 0 CARRIER BEAM 0 POST VARIES I"x2' MEMBER FOR SCREENING HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) 2'x2" FASTENED TO CARRIER BEAM w/(2) # 10x1-1/2' SMS INTO SCREW BOSSES EACH END CARRIER BEAM-, �- 2'xZ<O.125" 2' FOR SINGLE RECEIVING CHANNEL HORIZONTAL BEAM OR ANGLE EACH SIDE 4' FOR DOUBLE (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS HORIZONTAL (6) # 10x0.75" SMS BEAM OR 4'x4" EACH SIDE 6" FOR TRIPLE OF SLAB/ ETC. HORIZONTAL (6) # 14 OR (4) # 16 BEAM OR 6X6 (12) # 1 OxO.7S' SMS (SEEFOR 2 ROWS OF (6) FOR SIZE) RECEIVING CHANNEL (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2 TOTAL PER POST/SMB CONNECTION) OR (6) EACH ANGLE 3/$" DIA. EXPANSION BOLTS CARRIER BEAM TO POST DETAIL SCALE: NTS 2' FROM EDGE OF SLAB/ FTG. (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE # 1 THIS PAGE FOR BOLT PLACEMENT O 0 O 1 "x2' MEMBER O FOR SCREENING -1 O ti #10x1-1/2'SMS 0124" O.C. MAX CONNECTING TO 1"x2' CARRIER BEAM #10x1-I/2"SMS (&24" O.C. MAX CONNECTING TO 1"x2" POST 2'x2"x0.125" RECEIVING CHANNEL ROOF BEAM (SLOPED OR FLAT) (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION TO CARRIER BEAM �- 3/4" SMS SEE TABLE FOR SCREW SIZE/ QUANTITY (TYP. EACH SIDE) (2) ROWS OF 3/4" SMS SEE TABLE FOR SCREW SIZE/ QUANTITY NOTE: FOR DOUBLE OR TRIBLE CARRIER BEAM, OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE FOR 6x6 POST. ALL CASES, CONNECT USING MACHINE BOLTS DECRIBED ABOVE. ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL SCALE: NTS (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE # 1 THIS PAGE FOR BOLT PLACEMENT -(2) 3/8" DIA. EXPANSION BOLTS FBEAM SEE NOTE # 1 THIS PAGE QUANTITY/SIZE TO BEAM. INTERNAL FOR BOLT PLACEMENT (4) 912 OR (2) # 16 (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS 2' FROM EDGE OF SLAB/ FTG. (5) # 12 OR (3) # 16 (10) # 12 OR (3) # 16 0 2" FROM EDGE (5) # 12 OR (3) # 16 OF SLAB/ ETC. 2x7 7 (6) # 14 OR (4) # 16 3"x3" POST TOP VIEW (SEEFOR (12) # 14 OR (6) # 16 SIZE) 3'x3" POST (SEE PAGE -2 FOR SIZE) (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2 TOTAL PER POST/SMB CONNECTION) (2) 3/$" DIA. EXPANSION BOLTS (14) # 12 OR (7) # 16 SEE NOTE #I THIS PAGE FOR BOLT PLACEMENT 3"x3"x0.125 ANGLE 3000 PSI CONC. SLAB/ FTG. FRONT VIEW 6x6 -10x10 WWM OR FIBERMESH 3"x3" POST CONNECTION DETAIL SCALE: NTS TOP VIEW 2'x SMB (SEE PAGE -2 FOR SIZE) 2) 1/4" DIA. MACHINE IOLTS w/ WASHERS 2' FROM EDGE — OF SLAB/ FTG. STITCH w/(2) # 12x3/4" SMS a 12"O.C. 2"x_ SMB (SEE PAGE -2 FOR SIZE) 3'x3x0.125" ANGLE 3000 PSI CONC. S SLAB/ FTG. FRONT VIEW 6x6 -10x10 WWM OR FIBERMESH 3"x3" POST w/ 2x SMB CONNECTION DETAIL SCALE: NTS NOTES: 1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL. PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE. 2.4x4 POST TO HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL. PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. 3, WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE FBEAM QUANTITY/SIZE LEG TO BEAM E/S QUANTITY/SIZE TO BEAM. INTERNAL 2x 4 (4) 912 OR (2) # 16 (8) # 12 OR (3) # 16 2 x 5 (5) # 12 OR (3) # 16 (10) # 12 OR (3) # 16 2x6 (5) # 12 OR (3) # 16 (10)#120R(4) 16 2x7 7 (6) # 14 OR (4) # 16 IT 2) # 14 OR (4) # 16 2x8 (7) # 14 OR (4) # 16 (12) # 14 OR (6) # 16 2x9 (8) # 14 OR (5) # 16 (14) # 14 OR (6) # 16 2x10 (9) #14 OR (6) # 16 (14) # 12 OR (7) # 16 (2) 1 /2' DIA. EXPANSION BOLTS SEE NOTE #2 TH" ""^` FOR BOLT PLAN 3-3/4" FROM OF SLAB/ FTG (3) 114" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU POST CARRIER. BEAM & POST (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST TOP VIEW CARRIER BEAM C7 CARRIER BEAM 717 (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST (3) 114" DIA. MACHINE BOLTS —POST w/ 3/4" DIA. WASHERS THRU CARRIER BEAM &POST FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS 4" DIA. MACHINE (4) 3/8"x4" TAPCON THRU > w/ WASHERS BOTTOM LEG OF ANGLE Lo INTO CONC. (3) 114" DIA. MACHINE € BOLTS w/ WASHERS E 3-3/4" FROM EDGE OF SLAB/ FTG. 3-3/4" FROM EDGE --X E 0 OF SLAB/ FTG. UT- C) Lo 0) \„J c) z zoo Q E 0 cr- O V W --I OJ 00— � W < u- U-) S fy — f— r Q� iW- M < -i S ry � a) 4- cr Q C9 0 T- cj- n rn N d' L0 N N TOP VIEW (3) 1/4" DIA. MACHINE TOP VIEW BOLTS w/ WASHERS 4"x4" POST (2) 1 /2' DIA. EXPANSION (SEE PAGE -2 COLUMN PER PLAN BOLTS SEE NOTE #2 FOR SIZE) (3) 1/4" DIA. MACHINE THIS PAGE FOR BOLT BOLTS w/ WASHERS PLACEMENT 1 /8"x2'xn3-3/4" 2'x4"x0.125 ANGLE (4) 3/8"x4" TAPCON (LENGTH] ANGLE {INTERNAL) Q' THRU BOTTOM LEG 0 W OF ANGLE INTO CONC. J W O J WLL 3000 Psi CONI. w w Q U SLAB/ FTG. FRONT VIEW 3000 PSI CONC. W 6x6 -10x10 WWM SLAB/ FTG. FRONT VIEW af W 0 O -3 OR FIBERMESH 6x6 -10x10 WWM Oz O J OR FIBERMESH U Q )-. b J 4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT d 0 0 Q ,f, Q SCALE: NTS DETAIL SCALE: NTS J n - a z O o of v n DESIGN DATE: 09/23/2020 REVISION 1: REVISION 2: PAGE: DRAWN BY: TCP SCALE: NTS