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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-10. & SE17 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 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. FBC 2017 CH. 20 ALUMINUM TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 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. PORTLAN.D 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 11. 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 POURING CONCRETE SLAB, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. G. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY) 2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB (3000 PSI) 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. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED. 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. 1"X2" AND 1"X3" ARE NON-STRUCTURAL MEMBERS AND MAY BE USED INTERCHANGEABLY 7. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 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.) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" 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 U&E GALVANIZED 1/4"X2-1/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"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 EXCEF_DS 5'-0" IN HEIGHT. MISCELLANEOUS: U N 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, _I O Lo THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION - J 0') co HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH co MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH C� Z THE ATTACHED DETAILS. Z p U 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN "EXISTING 0� U ENCLOSURES, ALL OTHER SCREEN ENCLOSURE" W J O 0 FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED 0 IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE uJ Lo EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. < L �- w C ( H6) WIND LOADS PER FBC TABLE 2002.4 (MWFRS) Z O�� VULT = 150 MPH & EXPOSURE = C uJ < Q FOR 20 X 20 X 0.013" MESH SCREEN Q HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF Q = HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF 0 o VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF Cfl FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = 0.88 O -J - O FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = 0.6 LL 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 MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. (NOT TO AFFECT STRUCTURAL DESIGN) 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w13000 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 SMB 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. ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.044" 2 x 4: 2"x4"0.044" 2 x 5: 2"x5"0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2"x0.044" 1 x 3: 1 "x3"0.044" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.050" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"x0.057"x0.120" 2 x 8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"x0.398" 0 w m E2 U 0 e� 0 N co r- 0 M o' w U U 0 Lo N rn O. Z F- W 7) O a U U ZLli W mLL U W } cl� U) W I- o W Z o a YUU 0 00 o O U �lf)Q Lu z O O w 0 IL DESIGN DATE: 09/11/2019 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KMM SCALE: NTS co 1 00 m 1X3 2X4 m `•n X X r` 1X3 ROOF RISE a'(MAX.) z I a I w I � I I 3 I ROOF RISE PROFILE SCALE N.T.S. 5'-0"--1 1X3 un 1 00 m � rn To 2X4 in 1 00 m N x 1X3 1X3 m X r O o 1X3 II� F-5'-0"--- 1X3 m X © X O 1X3 1 I-'-5'-0"----i m 1X3 m 1X3 �8'-01' 6-0"—^i N 1X3 m lD N 1O O N m C �--I �X-I 1X3 HOST 16" O/H STRUC. GUTTER 2X3 2X3 CO L 00 N --- X a I N cn 2X3 D m :5i o iD 61 m N 2X3 1X3 rn m xLn 1X3 1 5'-0" N m m N m m N N X �D m N N Yl 2X3 2X3 2X3 3X2 24'-( 1X3 TYP. 1X3 TYP. HOUSE WALL HOST 16" O/H STRUC. GUTTER mo Ln 00 N NCL cn 1X3 m X HO x O 1X3 1 f---5'4'-- I--5'-0" 1 1X3 0 2X4 co - x X m 1 00 © � N i 2X4 ml N00 2X4 cn 1 00 N 1X3 J m 1X3 m m I 1X3 --i F—61-011---f---8'-Oull 0 N m m j N O N x m _ I N N I 00 2 -0" 6 -8 6 -8 -1 6 -8" 1 2 -0 N O O Lq a o, � N 0 J ui rn LU c U p 4/12 BEAM 2 x 3 BEAM PER PLAN NOTCHED TO RECEIVE COLUMN WITHIN SMS, (EACH SIDE) QTY PER TABLE D NOTCH PROFILE MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLANS MAINTAIN MIN, OF 5/8" SEPERATION V FROM EDGE OF BEAM SMS O.C. TYP. DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. NOTE: IF PAVERS ARE PRESENT,CONCRETE ANCHORS SHALL PENETRATEINTO FOOTING 2-1/4" MIN. (TYP.) NOTE: WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2-1/4" INTO STRUCTURAL FRAMING BENEATH (TYP.) 1/4" DIA. TAPCON SCHEDULE UPRIGHT QTY. TAPCON/ QTY. #12 SMS E/S 2X3 (1) 1/4" TAPCON/ (4) #12 2X4 (2) 1/4" TAPCON/ (4) #12 2X5 (2) 1/4" TAPCON/ (4) #12 2X6 (3) 1/4" TAPCON/ (6) #12 2X7 (3) 1/4" TAPCON/ (6) #12 2X8 (4) 1/4" TAPCON/ (8) #12 2X9 (4) 1/4" TAPCON/ (8) #12 2XIO (5) 1/4" TAPCON/ (10) #12 (2) #10x2" INTO BEAM BEAM INSTALL BRACE TO CORNER 3/8" DIA. TAPCON SCHEDULE UPRIGHT QTY. 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 2XI0 (4) 3/8" TAPCON/ (8) #12 SCHEDULE BASED ON 2-1/4" MIN. SCHEDULE BASED ON 2-1/4' MIN. CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT SELF -MATING OR I/8"x2°x2"x ANGLE SNAP SECTION TYP. 5032 H-32 ANGLE PER PLAN (2) - #12 SMS INTO COLUMN 1/4" MASONRY ANCHOR EACH I"x2° O.B. BASE PLATE-TYP. ANGLE - EACH SIDE COL. o 0 2-1/4' MIN. CONC. o a 1-1/4" MIN. CONC. ANCHOR EMBEDMENT ANCHOR EMBEDMENT ° ° ° 2" MIN. ANCHOR SPACING ° m ° ° WHEN GREATER THAN 2x4 a - ° a " UPRIGHT IS USED SEE ° G ° TAPCON SCHEDULE ABOVE 3000 PSI CONC. G SLAB/ FTG. 6x6-IOxIO WWM SIDE VIEW OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE 2 - #12 SMS I/4" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ I)(2 BASE 2 @ SLAB (BEYOND) P I°x2" BASE PLATE ANCHORED TO CONC w/ 1/4' MASONRY • ° • ANCHOR 6" MAX EACH SIDE • OF POST AND 24" O.C. MAX 6" 3000 PSI CONC. SLAB/ FTG. 6x6-IOx10 WWM FRONT VIEW OR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. (2) #IOx3° SMS INTO SCREW BOSSES FOR EDGE MEMBER DETAIL "D" - ROOF BRACING CONNECTION SCALE: N.T.S. EDGE MEMBER _, /^ OR PURLIN 0.0625' 6063-T6 FLAT PLATE w/(8) #IOx3/4" SMS, MIN. 1/2" EDGE DISTANCE, PLATE MAY BE FASTENED INTERNALLY TO BRACE ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) #10x.75" INTO GIRT OR PURLIN 8 (2) #14x.75" INTO BEAM OR UPRIGHT 0.062 ANGLE CLIPS MAYBE USED (4) #10x2" SMS INTO SCREW BOSSES PURLIN UPRIGHT, BEAM -SNAP, MEMBER SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: N.T.S. 'ALL MEMBERS PER PLAN PAGE 2 'MEMBERS VARY PER PLAN PAGE 2 FASTEN TOP OF HEADER TO INTERSECTING MEMBER w/(2) #10 SMS w/1" PENETRATION INTO SCREW BOSS OF MEMBER - TYP. BOTH SIDES DOOR JAMB PER PLAN FASTEN HEADER w/(2) #10x3° INTO SCREW BOSS OF HEADER ALTERNATE HEADER CONNECTION WHEN Z-BAR IS USED - FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18" O/C ALTERNATE BASE PLATE CONNECTION ATTACH MEMBER TO BASE PLATE (INTERNAL) w/(2) #10x2" SMS ATTACH BASE PLATE TO MEMBER w/(2) #IOx3" SMS INTO SCREW BOSS OF BASE PLATE ° G 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN S 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: N.T.S. 2"x2"x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLIN EAVE RAIL - SEE PLAN - Ix2 OPEN BACK EXTRUSION -� (2) #IOx2" SMS THRU Ix2 INTO EAVE RAIL EACH SIDE OF COLUMN TZPOR�\t� �i o DETAIL "G" -SLOPED PURLIN CONNECTION SCALE: N.T.S. UPRIGHT J O � rn O � /J� ~ M V Z Z Q 0 U 5 O 0' O U U W J 000 5 W Q LL Lo Z_ w�°� �r'1~_I-Mc C ^�� z Q o O V* N Q � Q U O (_0 L L O C) LL IUD LL r 0 z I— U W i ON I l_ a_ I-I/2"x 1/16" PLATE (12) #12x1° SMS (TOP OR BOTTOM) @ I" SPACING J 2°x2" EDGE BEAM J U Z \N jI 'ZPUR\ W Q (2) #I0x3' SMS m J L INTO SCREW BOSSES U CONNECTING EDGE BEAM TO PURLIN I"x2° FASTENED TO COLUMN W w/(2) #10x1-1/2" SMS INTO w Lu Y U SCREW BOSSES FOR SMB D_ OR SNAP COLUMN OF z Q O 00 "x2° U J SNAP F a_ LU (Ln CL NOTCH COLUMN AS REO'D. z 0 O Of COLUMN PER PLAN d DESIGN DATE: 09/1112019 REVISION 1: DATE ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE PAGE: PURLIN CONNECTION SCALE: N.T.S. DRAWN BY: KMM SCALE: NTS GIRT FASTENED INTERNALLY AT EACH END w/ #IOxl.S" EACH SCREW GROOVE. FASTEN TO BEAM W/ 2x2x.125 ANGLE (2) #12 SMS INTO BEAM & (2) #IOx1.5 THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER 1 2"x2"XI/8" ANGLE w/(2) #12 SMS EACH LEG FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION BEAM o FOR GUTTER TO FASCIA: (2) #12 SMS (U #14 @ 18" O.C. ° FOR GUTTER BRACE/ STRAP: o (2) #14 EA. STRAP CLOSE BOTTOM OF 0 0 SEE TOP VIEW BEAM WHEN TRIMMED .044 RECEIVING CHANNEL, FASTEN w/(2) #12 SMS FOR BEAM OVER 2x5 EACH SIDE OF BEAM .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY w/(2) #12 SMS ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER SIDE VIEW GIRT #10 SMS WITHIN 6" OF BEAM & 24" O.C. 2x2x1/8" 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. GUTTER TO w/ #14x2" CREW 18" O.C. SMS 2" CREW (2"x6" MIN. EXISTING) URAL 0 0 0 0 of F 1 o 0 I °I 0 0 o of F� o o� o ° o � YY o F o o 0 o _L o f Y\\o o 0 0 x\0 F o 3/16"-5052-H32 GUSSET \Y ° F INTERNAL OR EXTERNAL 8" INTO EA. SIDE TYP. \ p (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 I/2"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 TABLE B-I BEAM SIZE COL. TO BEAM QTY SMS/ SIDE OF COL. 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 (15) #14 DETAIL "K" GUSSET CONNECTION SCALE: N.T.S. EAVE RAIL SECTION ATTACHED TO BEAM W/ (4) #10 X 1-1/2" SMS INTO SCREW BOSS IX2 FASTENED TO EAVE RAIL I BEAMS FASTEN PER o ° SECTION W/#10 X 1-1/2' DETAIL °E° BHT 3 SMS WITHIN 6" OF COL. PURLINS FASTEN PER o ° AND 24" C.C. DETAIL'G" SHT 3 I 0 .050" GUTTER STIFFNER � o FASTEN TO FASIA w(2) #14x2" WOOD SCREW FASTEN TO GUTTER w(2) GUTTER COLUMN TO #12 SMS MATCH BEAM/ GUTTER BRACE AT EACH BEAM/ PURLIN LOCATION. FOR BEAMS 2X8 AND GREATER PURLIN SIZE INSTALL GUTTER BRACE AT MIDPOINT ° (U.N.O.) SEE BETWEEN BEAMS. o WHEN BEAM & PURLIN 2"x2"x1/8" ANGLE PAGE-2 HIT ON CORNER - WA2) #12 SMS FASTEN OUTSIDE OF EACH LEG (TYP.) BEAM & PURLIN w/ 1/8"x2"x2" ANGLE - o 0 & (4) #12 SMS EACH LEG FASTEN X2" TO GUTTER W/ #1122X 2-I/2° SMS @ 18" C.C. & EACH SIDE OF COL. GUTTER FASTEN INSIDE CORNER (BEAM TO PURLIN) w/ 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA. MEMBER (BEAM & PURLIN) DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: M.T.S. (2) #12 SMS 2x2x1/8" ANGLE ��G w/(()T #12 SMS EA. LEG 0 IN SMB ° 0 0 o ° 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM SIDE VIEW (2) #12 SMS INTO GUTTER 2x2x1/8" ANGLE w/(2) #12 SMS EA. LEG - SMB (2) #14 WOOD SCREWS INTO FASCIA GIRT FASCIA GIRT STRUCTURAL GUTTER (2) GUTTER BRACES EACH w/(2) #12 SMS INTO GUTTER & (2) #14 X 2" WOOD SCREWS INTO FASCIA 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM GIRT (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER GUTTER CONNECTION SCALE: N.T.S. (2) #12 SMS 2"X2" FASTENED TO COL. (INTERNAL) W/(4) #IOX 1-1/2" SMS INTO SCREW BOSSES SIDE VIEW TRANSOM CONNECTION SCALE: N.T.S. (9) #IOx2" 1/8" PLATE ON 450 ANGI OR I/8"x2"x2" ANGLE w/I #12 SMS INTO EACH INTERSECTING MEMBER PERIMETEI FRAMING DETAIL "I-2" CABLE CONNECTION AT CORNER SCALE: N.T.S. 1/8" STAINLESS STEEL 400 MIN. BRAIDED CABLE 600 MAX. 4" MIN. SLAB w/FOOTING 3/8" DIA x 3" EMBED CONC.SCREW ANCHOR (TAPCON OR EQUAL) 3000 PSI CONC. L'oo MIN 6x6-IOx10 600 MAX. WWM OR FIBERMESH 4" MIN. SLAB w/FOOTING J 1.5"x5.5" ALUM. STRAP w/(2) 1/4" DIA. x 2-1/4" MASONRY ANCHOR (TAPCON OR EQUAL) DETAIL "I -I" CABLE CONNECTION AT FOUNDATION SCALE: N.T.S. FOR GUTTER TO FASCIA- (1) #14 @ 18' O.C. FOR GUTTER BRACE/ STRAP: (2) #14 EA. STRAP 'EBOLT FOR ABLE TENSION 1/8' STAINLESS STEEL BRAIDED CABLE 3000 PSI CONC. 6x6-10MO WWM OR FIBERMESH N _O O CCI W CL a\ C � N CS / V � a � W Cp W (0 \ U U N m N CD C— m 0 zZ p O ry N U L 1.. p U U w _I W Q O 00 J 0)p LE L .c _'�_ N ^ LW _ W Q N O LL O C) _I a Lo 1714 0) r O z I— U W O U J J U z ui m NW LL J I1 in W o' �_ WLLI Y W o UU o H z Q po0� Q O 2E a w U) � 11 O ft U a DESIGN DATE: 09/11/2019 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KMM SCALE: NTS 3/16" 5052-H32 GUSSET 2" X PURLINS ATTACH TO BEAM WITH MIN (4) #10 X 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 1 1/4" #14 SMS @ 1 1/4" O.C. Q00 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 NDICATED 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 (318" MIN. PLATE EDGE DISTANCE & C-C FASTENER SPACING) x2x0.0 DACE (TYP.) LATERAL "K"-BRACING CONNECTION DETAILS K-BRACE GUSSET PLATE PER E-SERIES PURLIN 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) N ' O O O 1" X 2" O.B. FASTENED TO CORNER W POST W/ #12 X 1 1/2" SMS AT 6" FROM \ a " ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. ( V c ~ :1" INTO EACH DICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052 w N H-32 ALLOY EA CORNER W/ (2) #14 X 2" a CORNER POST SMS INTO POST & (1) 3/8" DIA a CONCRETE SCREW ANCHOR INTO , CONCRETE 6„ LLI DETAIL #2 (2) #10 X 1 1/2" SMS THRU SCREW BOSSES 2 ti4- Mai coNc NCHOR E BEDME SLAB/FOOTING NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR SIDE VIEW SELF MATING CONTRACTOR TO INSTALL (2) #14 X 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE CORNER POST K-B RAC E 2-x2x0.093 BRACE(TYF �I 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 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 FRONT VIEW 2" CORNER POST W/ 1" X2" @ Al BACKSIDE 3/8" X LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREW ANCHOR INTO CONCRETE PCORNER POST TO CONCRETE DETAIL 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 ® O 2 O O O i O GIRT(CHAIRRAIL) K-BRACE _ _ O 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