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HomeMy WebLinkAboutBirt Engineering (2)DESIGN CRITERIA: Digitally signed �j�CNS G°FRsp; I 'c (D C'7 ' No. 60102 = �° a = � ••., STATE OF � Date: =,SFS ............ �. ,.. s/ONA-E _ c M ° APPLICABLE CODES REGULATIONS & STANDARDS ALUMINUM SPECIFICATIONS ALUMINUM MEMBERS DIMENSIONS~' c UjOcc o 1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS ~ Q °' STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. OTHERWISE NOTED. HOLLOW SECTIONS o C m ° ' 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 2: 2" x 2" x 0.05x' °J T n 3c ° PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 2 x 3: 2" x 3" x 0.05x' °' c t° E m •° THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ROOF BRACING SHALL BE A MINIMUM 2" X2"X.050". 2 x 4: 2" x 4" x 0.050" C ° a, v c 3. ASCE 7-10 & SEI 7 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 2 x 5: 7' x 5" x 0.050" v, ° U! `n °° a, E 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 0 aa) d ° �'y o 5. ACI318 CONCRETE REFRENCE MANUAL. INCHES. OPEN BACK SECTIONS L 'O C .0) '° 7 U c ° _ DESIGN DATE: 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 2: 1" x 7' x 0.044" t° ° °' N �' o DATE WIND SPEEDS EXCEED 75 MPH PER FBC. 1 x3: 1"x3"x0.045" N m0)in N WIND LOADS 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS SCALE: NTS cn ° y oa °o ° m 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS L ~ ' " "" °' 1604.5: RISK CATEGORY 1. 5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP: 2" x 2" x 0.045" 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 3 SNAP: 2" x 3'x 0.050" REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 2 x 4 SNAP: 2" x 4" x 0.045' 1609.3.1 EQUIVALENT BASIC WIND SPEED: 150 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D FASTENER SPECIFICATIONS SELF MATING (SMB) 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) 1 _ FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB: 2" x 4" x 0.046" x 0.100" VULT = 150 MPH & EXPOSURE = D ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 5 SMB: 2" x 5" x 0.050" x 0.116" OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" FOR 20 X 20 X 0.013" MESH SCREEN 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 7 SMB: 2" x 7" x 0.055" x 0.120" HORIZONTAL PRESSURES ON WINDWARD SURFACES = 51 PSF FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF 3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" VERTICAL PRESSURES ON SOLID SURFACES = 42 PSF SPECIFIED. 2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306" 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88 A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED DETAIL A FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6 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. FOUNDATION DESIGN C. FOR ALUMINUM APPLICATION USE #10 X 1-1 /2" SMS OR TEK FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING SCREW AT 24" O.C. AND 6' FROM ENDS OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS 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 MASONRY SPECIFICATIONS CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD DESIGN MINIMUM REQUIREMENTS. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. SPECIFICATIONS 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE HEIGHT. APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: MISCELLANEOUS i. PORTLAND CEMENT TYPE 1 - ASTM C 150 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC iii. AIR ENTRAINING +/- 1 %- ASTM C 260 R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. iv. WATER REDUCING AGENT - ASTM C 494 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A v. CLEAN PORTABLE WATER MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. vi. OTHER ADMIXTURES NOT PERMITTED IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH b. METAL ACCESSORIES SHALL CONFORM TO: WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO L REINFORCING BARS - ASTM A615, GRADE 60 ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. ii. WELDED WIRE FABRIC - ASTM A185 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" THE FIELD. OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR PERMITTED. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE GROUT WITH BONDING AGENT. INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE INCLUDING HOT WHEATHER RECOMMENDATIONS. COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. STRUCTURE. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE 6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.100" ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. UNLESS OTHERWISE INDICATED. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR RESPONSIBILITIES SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED GROUT WITH BONDING AGENT CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN. BE NOTIFIED OF ANY DISCREPANCIES. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH EMBED 6' MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE THE ATTACHED DETAILS. (OR EQUAL) TYP. ALL LOCATIONS 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" NOTED. FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. UT- Digitally signed �j�CNS G°FRsp; by Craig E (D C'7 ' No. 60102 = Gunderson a = � ••., STATE OF � Date: =,SFS ............ �. ,.. s/ONA-E 2020.10.01 ° I "I,, """`A' 13:04:50 -04'00' UT- " rn J J (D C'7 zz o 0 Q' J U r�/ rY aY O W J 0 0D Q -5j-� W c ~ cy7 Z 0-c W Q ry 4= Q J Z W W O zo o ~zZ a 0 0 1 a U w N M I ­ C14 O N 0 Z I- U W 0 ry M U � J j J Q' J IL W W Q QU OW U) m W o J Z W W O zo o ~zZ a -,W d w m�� z 0 0 a DESIGN DATE: 09/30/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS C CU T Digitally D C C f6 "E"BUNOF', signed by �'m N��P.: �,�ENSFRsoti,, Craig E a�Um�co =�cc��� _ *. No. 60102 *_ 0 a)H =Gunderson U j to O �.'- STATE OF 1L� N) o_1§ N'� o '°�F'' Fc OR\O? '�\mow' Date: �-Oco> -o20 N o= N `' .yN S%�' ON 2X3X.050 DIAG. BRACE TYP. 2020.10.01 WoLm2 _ r° 13:05:02 -04'00' !E 9:'N CL a O O 7 U U w 07 USN 00 J 0 Ln o J M M af E- w Z Q E C z:3 0 �o C? WJo�� x N N W <t L.L. Lo '� m m z N (D F-coc: 1x3 t W Q - N �� p %i 2X3 j m m I <_� Q v ! x x_ 1X3 HOST 18" O/H (FASCIA MOUNT) N 1X3 ( U 2X3 DJ o -� -- 2X3 DJ j d' d- 04 { LL o ! 2X5SMB I 2X3 DJ ! N I I xry) i x 2X4SMB o m `I ! O � X + i i + x l x c» i �-- N x i 1 j m -{ - w 2X5SMB I 2X5SMB i � i 1X3 -------------------------- -8'-3"-� 26'-0"- -------------- 6 0 I 1 � �1 � 1 4'-0" MAX. ! ; I � ' 1X3 + 3X2 w w m'x I� � Ln x o ; Q= U n'1 x X x M ' —� w N N 2X3 TYP. "' m (n 0 w w Uj Q Z W o �w 1X3 TYP. z a Z �--6'-6"--6'-6"---6'-6"-----6'-6"-� Q � .- w 0 z o o w 0 a DESIGN DATE: 09/30/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP n SCALE: NTS G � ) 2X3 TYP. s m m m 2X3 TYP. f I FLASHIN 1"x2" FASTEN TO COL. (INTERNAL) W/(2) #10x1-1/2" SMS, FASTEN TO EAVE RAILS ABOVE W/#10X1-1/2" SMS 24" 0 AND 6" FROM E TABLE "D" BEAM QTY EACH SIDE/SIZE 2X3 1 1/4" TAPCON(4 #12 2 x 3 4/12 2 x 4 I 5/12 2x5 5/12 2x6 6/12 2 x 7 7/12 2 x 8 8/14 2x9 9/14 2x10 9/14 MAINTAIN MIN, OF 5/8" SEPERATION FROM EDGE OF BEAM SMS O.C. TYP. NOTE: IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATEINTO FOOTING 2-1/4" MIN. (TYP.) NOTE: WHEN FASTENING TO WOOD USE 1/4" GA V. LAG SCREW IN LIEU 00. ENSURE PENETRATION MIN 2-1/4" INTO STRUCTURAL FRAMING 'HORIZONTAL OR SLOPED 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 DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. 1/4" DIA. TAPCO_N_S_CHEDU UPRIGH 0TY. TAPCON/ QTY. #12 SM 2X3 1 1/4" TAPCON(4 #12 2X4 2 1/4" TAPCON! 4 #12 2X5 2 1/4" TAPCON/ 4 #12 2X6.1(3) 1/4" TAPCON/ 6 #12 2X7 3 1/4"TAPCONJ 6 #12, 2X8 4 1/4" TAPCON/ (8) #12 2X9 4 1/4" TAPCON/ 8 #12 2X10 5 1/4" TAPCON/ E/S SCHEDULE BASED ON 2-1/4" MIN. CONCRETE ANCHOR EMBEDMENT 1/8"x2"x2"x ANGLE 5032 H-32 ANGLE, (2) - #12 SMS INTO COLI 1/4" MASONRY ANCHOR E. ANGLE - EACH SIDE( 2-114" MIN. CONC. ANCHOR EMBED!A fTfT, d 3000 PSI CON ° d SLAB! FT 6x6 -10x10 OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE SIDE VIEW (2) #1Ox3" SMS INTO SCREW BOSSES FOR EDGE MEMBEF EDGE OR P( (2)#10x2" INTO BEAM EDGE MEMBER OR PURLIN BRACE 0.0625" 6063-T6 FLAT PLATE w/(8) #10x314" SMS, MIN. 1/2" EDGE DISTANCE, PLATE MAY BE INSTALL BRACE FASTENED INTERNALLY TO BRACE TO CORNER I PURLIN i DETAIL "D" - ROOF BRACING CONNECTION SCALE: N.T.S. 3/8" DIA. TAPCON SCHEDU UPRIGH10TY. TAPCON/ QTY. #12 SM 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 2X8 2 3/8" TAPCON/ (6) #12' 3 3/8" TAPCON/ (6) #12 2X9 3 3/8" TAPCON/ 6 #12 2X10 4 3/8" TAPCON/ 8 #12 SCHEDULE BASED ON 2-1/4" MIN. CONCRETE ANCHOR EMBEDMENT SELF -MATING OR SNAP SECTION TYP. PER PLAN 1"x2" O.B. BASE PLATE-TYP. 1-114" MIN. CONC. �— ANCHOR EMBEDMENT 2" MIN. ANCHOR SPACING WHEN GREATER THAN 2x4 ` UPRIGHT IS USED SEE TAPCON SCHEDULE ABOVE 2 - #12 SMS 114" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ 1x2 BASE 2 @ SLAB (BEYOND) f o 1"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 CON d SLAB! FTG. 6x6 -10x10 FRONT VIEW OR FIBERMESH DETAIL "B" - 2'W" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS 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 JAN PER PLAN ALUMINUM INTERNAL OR EXTE NAL - ---- RECEIVING CHANNEL w/(4) 41 75" 1 ? INTO GIRT OR PURLIN & (2) #14x. 5" INTO BEAM OR UPRIGHT 0.062 ANG E CLIPS MAYBE US I SCREW BOSSES O UPRIGHT, BEAM -SNAP, PURLIN SELF MATING, OR HOLLOW MEMBER O X11=1 IN ue :110191113106131 =1 K :41 ;M-1 2"x2"x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLIP EAVE RAIL - SEE P 1x2 OPEN (2) #10x2" SMS THRU 1x2 INTO EAVE RAIL EACH SIDE OF COC c UPRIGHT FASTEN HEADER w!(2) #10x3" I INTO SCREW BOSS OF HEAaER DETAIL "G" - SLOPED PURLIN ii ALTERNATE HEADER CONNECTION CONNECTION SCALE- N.T.S. WHEN Z -BAR IS USED - FASTEN Z -BAR TO COUHEADER AT EACH CORNER AND 18" O/C 1-1/2"x 1/16" PLATE (12) #12x1" SMS (TOP OR BOTTOM) @ 1" SPACI / . ALTERNATE BASE PLATE CONNECTION i; 2'W" EDGE BE ATTACH MEMBER TO BASE PLATE (INTERNAL) w!(2) #10x2" SMS i k (NTO SCREW BE2) #10x3" SMS ' yI IOSS ATTACH BASE PLATE TO MEMBER w/(2) #10x3" SMS INTO SC W CONNECTING ED BOSS OF BASE PLATE BEAM TO PURL 1"x2" FASTENED TO COLUMN wl(2) #10x1-112" SMS INTO G SCREW BOSSES FOR SMB OR SNAP COLUMN " 1"x2"SNAP NOTCH COLUMN AS REO'D. ° COLUMN PER PLAN a 1/4" TAPCON (RED HEAD MFG, OR EQUAL) WITHIN 6" OF COLUMN & 24" O.C. MAX 1-1/4" PENETRATION INTO UNDERLYING FOOTING ALTERNATE DETAIL "G" SLOPED DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: N.T.S. CONNECTION SCALE: N.T.S. U J C) N U) J r T a C C 3 c m 0 f n - Digitally signed 2 ifa� � 1. GUN EN J _0 U C) U = No.6D,D2 = <Gunderson Z I.t. va 5rn�a N 9 T w to ow ON aCE = ' �'•. STATE OF A =0•. 4 Date: . -- Na r N 2 -O ,SFS-°<pR\OP. �.``. 020 10.0 r a c of:E 2 S/ ala . _ EcruNOowcc °�,0 m.arn0 „�NAO"" 3:0 :14-04'00' 13:05:14 _ N.O 0).WN-F)— i =0:3 000 CD O J V_ 2"x2"x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLIP EAVE RAIL - SEE P 1x2 OPEN (2) #10x2" SMS THRU 1x2 INTO EAVE RAIL EACH SIDE OF COC c UPRIGHT FASTEN HEADER w!(2) #10x3" I INTO SCREW BOSS OF HEAaER DETAIL "G" - SLOPED PURLIN ii ALTERNATE HEADER CONNECTION CONNECTION SCALE- N.T.S. WHEN Z -BAR IS USED - FASTEN Z -BAR TO COUHEADER AT EACH CORNER AND 18" O/C 1-1/2"x 1/16" PLATE (12) #12x1" SMS (TOP OR BOTTOM) @ 1" SPACI / . ALTERNATE BASE PLATE CONNECTION i; 2'W" EDGE BE ATTACH MEMBER TO BASE PLATE (INTERNAL) w!(2) #10x2" SMS i k (NTO SCREW BE2) #10x3" SMS ' yI IOSS ATTACH BASE PLATE TO MEMBER w/(2) #10x3" SMS INTO SC W CONNECTING ED BOSS OF BASE PLATE BEAM TO PURL 1"x2" FASTENED TO COLUMN wl(2) #10x1-112" SMS INTO G SCREW BOSSES FOR SMB OR SNAP COLUMN " 1"x2"SNAP NOTCH COLUMN AS REO'D. ° COLUMN PER PLAN a 1/4" TAPCON (RED HEAD MFG, OR EQUAL) WITHIN 6" OF COLUMN & 24" O.C. MAX 1-1/4" PENETRATION INTO UNDERLYING FOOTING ALTERNATE DETAIL "G" SLOPED DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: N.T.S. CONNECTION SCALE: N.T.S. U J C) N U) J r � co f n - m Z Z Q E 0 J _0 U C) U W 000, Z I.t. v- Qi W W W cis 0��' z W `S _j rn ,a) <t¢ _ D I.— U 0 CO O J V_ CL w Z N cfl co I" N O N b 71U W 0 U � J J W W W Q U 0W M CK w Z W W o J W O z H z F d ' m r -7 Z 0 0 af d DESIGN DATE: 09/30/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS ` GIRT FASTENED INTERNALLY AT EACH END w/ #10x1 5" EACH SCREW GROOVE. FASTEN TO BEAM w/ 2x2x.125 ANGLE (2) #12 SMS INTO BEAM & (2) #10x1.5 THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER -\ 2"x2"x1/8" ANGLE w/(2) #12 SMS EACH LEGS 0 I o 0 CLOSE BOTTOM OF:o 0 BEAM WHEN TRIMM .044 RECEIVING CHE , FASTEN w/(2) #12 S EACH SIDE OF BEA GIRT #10 SMS WITHIN 6" OF BEAM & 24" O.C. 2x2xl/8" ANGLE EA. SIDE OF BEAT w/(2) #12 SMS EACH LEG EACH FOR BEAMS ABOVE 2xB INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION FOR GUTTER TO FASCIA: (2) #12 SMS (1) #14 @ 18" D.C. FOR GUTTER BRACE/ STRAP (2) #14 EA. STRAP SEE TOP VIEW FOR BEAM OVER 2x5 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 FASTEN GUTTER TO FASCIA w/ #14x2" WOOD SCREW 18" O.C. (2) #12 SMS (2)#14x2" WOOD SCREW FASCIA (2"x6" MIN. EXISTING) STRUCTURAL GUTTER .050" GUTTER STIFFNER FASTEN TO FASIA w(2) #14x2" WOOD SCREW FASTEN TO GUTTER w(2) #12 SMSr_ WHEN BEAM & PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM & PURLIN W/ 1/8"x2"x2"ANGLE & (4) #12 SMS EACH LEG FASTEN INSIDE CORNER (BEAM TO PURLIN) wl 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA MEMBER (BEAM & PURLIN) DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: N.T.S. (2) #14 WOOD SCREWS (2) #12 SMS\ INTO FASCIA 2x2xl/8" ANGLE w/() GIRT #12 SMS EA LES TOP VIEW DETAIL "H" BEAM TO GUTTER CONNECTION SCALE- N.T.S. SMB 1/8"xZW" STRAP (2) #12 SMS INTO BEAM O h°? • , i F II o i I SIDE VIEW GIRT STRUCTURAL GUTTER ' r F BEAM TO j BEAM QTY SMS/ FACE/SIDE j 2 x 4 ( (2) #12 SMS INTO GUTT (9) #12 2 x 5 0 0 o 0 o f 0 (9) #12 2 x 6 (7) #12 (9) #12 F o 0 (10) #12 (10) #12 2 x 8 (12) #12 0 00 a, F o 2 x 9 (14) #14 (14) #14 2 x 10 (16) #14 (15) #14 _ a�-0 � I ( ly GIRT / (2) GUTTER BRACES o F F 0 `a 13:05:26-0 400 FASCIA"INTO GEACH UTTER & (2) #14 X 2" 0 0 F-^ 3116"-5052-H32 GUSSET INTERNAL OR EXTERNAL WOOD SCREWS INTO FAS( \0 8" INTO EA SIDE TYP 2x2x1/8" ANGLE w!(2) c F (2X10SMB ILLUSTRATED) #12 SMS EA. LEG, 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-1 FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION. MAINTAIN 1/2" 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-1 DETAIL "K" GUSSET CONNECTION SCALE: N.T.S. SMB 1/8'W'W" STRAP (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUT - STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER GUTTER CONNECTION SCALE: N.T.S. (9)#10x2" 118" PLATE ON 45° ANGLE OR 1/8"x77" ANGLE w/(4) #12 SMS INTO EACH o INTERSECTING MEMBkR, 0 0 I o PERIMETER T TABLE B-1 BEAM SIZE COL. TO BEAM QTY SMS! SIDE OF COL. BEAM TO j BEAM QTY SMS/ FACE/SIDE j 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. SMB 1/8'W'W" STRAP (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUT - STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER GUTTER CONNECTION SCALE: N.T.S. (9)#10x2" 118" PLATE ON 45° ANGLE OR 1/8"x77" ANGLE w/(4) #12 SMS INTO EACH o INTERSECTING MEMBkR, 0 0 I o PERIMETER T N Lf) C a r R E— co a 0 O Digitally signed o UW_.` 0 G E GUNp"'o by Craig E O.maD P: ;;�ENSFRsoti ^ W <C �U @ CD 0)_-0o c No. 60102 = ` E cy) ,Gunderson a C- E.0 - -��Oc STATE OP Date: va Do) � ••'r.Lr. CRI - F.......2020. 10.01 _ a�-0 � `• Sp �ONAEERE2 C C `a 13:05:26-0 400 =a(DM(na910 a�aCAN N'n16 I CL L CD y p N N i—fnC) UUi-::N EYEBOLT FOR CABLE TENSION 1/8" STAINLESS STEEL BRAIDED CABLE DETAIL "1-2" CABLE CONNECTION AT CORNER SCALE: N.T.S. 118" STAINLESS STEEL 3000 PSI CONC. 40° MIN BRAIDED CABLE 6x6 -10x10 60° MAX. WWM OR FIBERMESH U T— J C) N Lf) r R E— co Z z 0 O ::D 0 LL C)� p V w J 0 00 W <C FF z —�W _ cy) z W 0 Y i) fy Q Wr_ F— Q�Or- o I CL L N co N O N O z F— w O 4" MIN_ SLAB w/FOOTING 3/8" DIA x 3" EMBED CONC, SCREW ANCHOR (TAPCON OR EQUAL) J J J 3000 PSI CONC. z LL 6x6 -10x10 Uj 40'60° MMAX WWM OR fIBERMESH W cr J U Q 1 G_ —1 U O � W W U) m ° w Q o JW f o zQ i—zU) v O F ry(flZ 4" MIN. SLAB U r W wlFOOTING 1.5"x5.5" ALUM. STRAP �- m r w/(2) 1/4" DIA. x 2-1/4" 0 w MASONRY ANCHOR U a (TAPCON OR EQUAL) DESIGN DATE: 09/30/2020 DETAIL "I-1" CABLE CONNECTION REVISION 1: DATE AT FOUNDATION SCALE: N.T.S. REVISION 2: DATE PAGE: DRAWN BY: TCP J� SCALE: NTS j�, 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 IfII%bi o o �co 5is #14 SMS @ 1 1/4" O.C. o 0 0 0 00 00 0 231 5. 8 i a• 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 LATERAL "K" -BRACING CONNECTION DETAILS K -BRACE 1" X 2" O.B. FASTENED TO CORNER ANGLE POST W/ #12 X 1 1/2" SMS AT 6" FROM 1" INTO EACH —� TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. IDICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 X 2" CORNER POST SMS INTO POST & (1) 318" DIA CONCRETE SCREW ANCHOR INTO Ij I CONCRETE 6" (2) #10 X 1 1/2" SMS _ THRU SCREW BOSSES 2 1/4- Mh CONC NCHOR E BEDME SLAB/FOOTING NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR SIDE VIEW GUSSET PLATE PER E -SERIES SELF MATING BEAM PURLIN DETAIL #2 3" x 2" x 0.050" MIN., 6063-T6 ALLOY PLATE DR STRONGER (ONE SIDE) CONTRACTOR TO INSTALL (2) #14 X 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE CORNER POST (3) - #12 x 3/4" S.M.S., N Lom I EACH SIDE AS SHOWN (1/2" MIN. PLATE EDGE (D }— K -BRACE DISTANCE & C -C GE.GUNpF, '��CENgFRS� � FASTENER SPACING) \ ��P: j - "x2x0.093 BRACE (TYE 01, '1318" 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 2" FRONT VIEW T N Lom I C -0 m (D }— Digitally signed �uioCD CD�� -F" GE.GUNpF, '��CENgFRS� by Craig E —2 m vmmi \ ��P: O U a)U m � c'>3 > N N c No. 60102 ' Gunderson -. C C cc E mm * Q) W M C C a Om 3 a N n m W (q d - _ =�0: STATE OF • Date: 0 �tU SFS .<O...... � 2020.10.01 0)Y- 0 c o cv `S/ON AL < p m ami ��2E E .O N m 0 '6 O) O o 13:05:37-04'00' LL '- O(c)ry 0 (c) L O» Z N N w tU F N (D ='O U 8:s Jv-0 Z ��W CORNER POST W/ 1" X 2" @ BACKSIDE 3/8" X LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREW ANCHOR INTO CONCRETE (6Ph CORNER POST TO CONCRETE DETAIL q-4 SCALE: NTS 6"x 5" x 0.050" COLUMN 6063-T6 ALLOY PLATE (ONE SIDE) OR ST!!!!� 2 x 2 x 0.093 BRACE (NP.) K -BRACE 2 x 3 x 0.070 CHAIR RAIL ------ O O O 1 O GIRT (CHAIR RAIL) K -BRACE 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 I E U © N Lom J J (D }— cy) Z�0 o Z O U W -j 0 05 W <Z LL Ln Z LL f— Q) W M �R V _ F M Z 0 W "2 rrn4- Q w < Ix W o J W LL '- O(c)ry 0 (c) ry Jv-0 Z ��W LL v N Q0 M r N O N O Z I— U W O ry M U J Z p LL W W U) = J U 0W U M w QZ Ix W o J W 0Z z � Z ��W a v z 0 O U o_ DESIGN DATE: 09/30/2020 REVISION 1: DATE REVISION 2: DATE PAGE: G rte+, DRAWN BY: TCP SCALE: NTS