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HomeMy WebLinkAboutWhite 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. ACI318 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: D 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VOLT = 150 MPH & EXPOSURE = D FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = 51 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF VERTICAL PRESSURES ON SOLID SURFACES = 42 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 ALUMINUM 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB: 2"x4"x0.044"x0.100" ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 TS ALLOY UNLESS -MEMBERS .DIMENSIONS 2 x 6 SMB: 2'x6"x0.050"x0.120" LLj 2 x 7 SMB: 2"x7"x0.057"x0.120" OTHERWISE NOTED. HOLLOW SECTIONS 3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG a SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 2: 2"x2'x0.044" 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST DETAIL A # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 2 x 3: 2"x3"x0.050" 114" 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 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2 x 4: 2'x4"x0.050" C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 2 x 5: 2"x5'x0.050" D. WHERE 1 "X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. OPEN BACK SECTIONS 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 2: 1"x2"x0.044" w WIND SPEEDS EXCEED 75 MPH PER FBC. 1 x 3: 1"x3"x0.045" rn 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS v p APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS 5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP: 2"x2"x0.045" INTERCHANGEABLY. 2 x 3 SNAP: 2"x3"x0.050"co f , 2 x 4 SNAP: 2"x4"x0.045" _j © Lr) r FASTENER SPECIFICATIONS__ SELF MATING (SMB) 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB: 2"x4"x0.044"x0.100" ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 5 SMB: 2"x5"x0.050"x0.1Oa' OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2 x 6 SMB: 2'x6"x0.050"x0.120" 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 7 SMB: 2"x7"x0.057"x0.120" FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB: 2"x8"x0.072"x0.124" 3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG 2 x 9 SMB: 2"x9"x0.082"x0.124" SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE 2 x 10 SMB: 2"x10"x0.092"x0.398" SPECIFIED. 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST DETAIL A A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 114" 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 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 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"x0.1Oa' 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. U/T 1X3 m X 2X3 N N 1X3 3'-0" 6'-11"-—i U/T 1X3 X X O —1 W 00 2X3 1X3 2'-6"- HOST 24" O/H STRUC. GUTTER 2X3X.050 DIAL. BRACE TYP. io N 1X3 2X3 DJ 2X3 D1 J % 2X5SMB ' � N X m m cn COi + N N Oi X v iD 2X5SMB 1 AX. 0 r+ �D 1 —� 1X3 4'-0" P 1X3 + 3X2 co m c m c m x cc M G x N u') l0 N i X - kC N Lni N N N % i m 6 2X3 TYP. ' 1X3 TYP. —4'-6"—-4'-6"--I—-7'-2"---- — 7'-2" 1 AX. 0 r+ �D 1 —� 1X3 FLASHING Pr:2 .. S N 0 COI - ONTERNAL) W/(2) 0 t :IZ' EMS. FASTEN TO EAW... R. ABOVE 4f #;OX. lit" SMS 2C 0 A{t-D 6" FROM END TABLE "D" NOTE IF PAVERS ARE PRESENT, CONCRETE _TE ANCHORS PENETR47P !4 0 ^DOTING 2-+-' N.N. (TYP.) DOTE: WHEN P4STENING TO WOOD USE t'4' GALV- LAG SCREW 04 1 EU OF CONC. ANCHORS AND ENSURE FENETRAT,ON j KN 2-! INTO BENAT, (TY P I -- 'HORIZONTAL OR SLOPED �- BEAM PER P!_Ai`J NOTCHED TO RECEIVE COLUMN V41THIN SMS. (EACH SIDE) OTY PER TABLE D NOTCH PRCF5LE HAY VARY I0 PE MiT CORRECT ECT - SMS COLUMN PER PLANS DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. 1/4" DIA. TAPCON SCHEDULE LBE CITY. TAPCON/ CITY. #12 SMS E/S 2 x 3 4/12 --------------- 2x4 _.._.________..______....___--.___ 5/12 2 x 5 ------ _..___._.—__ 5112 2 x fi ---- -------6/12 z x 7 _— 7lI2 ----- 2 x 8 8 / 14 1 - 2 x 9 -------- -1 9114 2 x 10 (5) I/4" TAPCON/ (10) #12 M!N'TAtN MIN, OF 518" SEPERATION FROP1 EDGE CP BEAM SMS O.C. TYP. NOTE IF PAVERS ARE PRESENT, CONCRETE _TE ANCHORS PENETR47P !4 0 ^DOTING 2-+-' N.N. (TYP.) DOTE: WHEN P4STENING TO WOOD USE t'4' GALV- LAG SCREW 04 1 EU OF CONC. ANCHORS AND ENSURE FENETRAT,ON j KN 2-! INTO BENAT, (TY P I -- 'HORIZONTAL OR SLOPED �- BEAM PER P!_Ai`J NOTCHED TO RECEIVE COLUMN V41THIN SMS. (EACH SIDE) OTY PER TABLE D NOTCH PRCF5LE HAY VARY I0 PE MiT CORRECT ECT - SMS COLUMN PER PLANS DETAIL "E" - UPRIGHT TO BEAM CONNECTION SCALE: N.T.S. 1/4" DIA. TAPCON SCHEDULE UPRIGHT CITY. TAPCON/ CITY. #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) I/4" TAPCON/ (6) #12 2X8 (4) 1/4' TAPCON/ (8) #12 2X9 (4) U4" TAPCON/ (8) #12 _ 2X10 (5) I/4" TAPCON/ (10) #12 SCHEDULE BASED ON 2-1/4" MIN. CONCRETE ANCHOR EMBEDMENT (18`x2",2"x ANGLE v 5032 H-32 ANGLE I / (2) - #12 SMS INTO COLUMN 1:16" MASONRY ANCHOR EACH 1 ANGLE - EACH SIDE COL. ° o 2 -UL' MIN. CONC. ANCHOR EMBEDM'eidT 4 a 3000 PS! CONC. d SLAB/ FTG. 6x6 -10x10 WwM SIDE VIEW OR FIBERMESH I/L" MASONRY ANCHOR AT EACH ANGLE (2) #i0xl INTO BE, BEAM INSTALL BR TO CORNER 3/8" DIA. TAPCON SCHEDULE UPRIGHT 2X3 QTY. TAPCO_N/ OTY. #12 SMS EIS (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 IN 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 "x2' O.B. BASE PLATE-T)P -1/C MIN. CONC ° eNCHOR EMBEDMENT ° 2' MIN. ANCHOR SPACING WHEN GREATER THAN 2x6 " a ' UPRIGHT IS USED SEE TAPCON SCHEDULE ABOVE 2-#12 SMS I/L" TAPCON XL (REED HEAD MFG. OR EQUAL) 2 @ 1x2 BASE 2 CA SLAB (BEYOND) S i"x2" BASE ?LATE ANCHORED TO CON w/ I/4" MASONRY ANCHOR 6" MAX EACH SIDE ° o OF POST AND 24" O.C. MAX 3000 PSI CONC. -------- SLAB/ FTG 6x6-10MO FRONT VIEW OR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. (2) #10x3" SMS INTO SCREW BOSSES FOR EDGE MEMBPR EDGE t EMBER ° 0 OR PURLIN �- PEDGE :EMBER __ _ OR PURLIN E 0.0625" 6063-T6 FLAT PLA1E -/(S) #10x314" SMS, MIN, 112" EDGE DISTANCE, PLATE MAY BE FASTENED INTERNALLY TO BRACE DETAIL "D" - ROOF BRACING CONNECTION SCALE: N.T.S. :LLL MEMBERS PER PLAN PAGE 2 KERS VARY PER PLAN PAGE 2 a TOP OF HEADER TO INTERSECTING PN,BER SV 1(2) P,O SMS l PNET CN INTOSCREWY BOSS OF u'BER TYP. BOTH SIDES DOOR JAMB PER PLAN ALUMINUM INTERNAL OR EXT ERNAL P.ECEIVIYG CHA h -L w!O ='?,, 75' INTO GIRT OP PUR iN 8 {2 x !NT BE OR .,, RIGHT 0.062 vG E CLIPS MAYBE USED () #10X2" SMS INTO SCREW BOSSES UPRIGHT, BEAM -SN -'P, PURLIN SELF MAT ING, OF, HOLLOW "BEP. DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: N.T.S. 2",2%,06Z" - DIM. TO MAT C- PuRL1.111 4ZE RECEIVING CHANNEL (2) #12 SMS INTERNAL RAIL (3) #12 EACH SIDE EAVE RA5 - SEE PLAN 1x2 OPEN BA( EXTRUSION (2) #10x2" SMS TH:RU 1,2 INTO EAVE RAIL EACH SIDE OF COW? U r- N J 0 �n A> � O ' (`7 Z O 0 U— n/ 1„ j ci� p U O O 00 0s W < tJi i# z -� W Z5 W W GTL N 0 Q Q = � U c cr- o 0 ui CD U � U r- N J 0 �n J i � ' (`7 Z Q 0 U— n/ 1„ j ci� p U L i O 00 0s W < tJi "c z -� W Z5 W GTL N Q Q = 0 U cr- 0C9 I r-0 H 0 N 00 r O M W U Q U m Lo N co CD 04 b z U w N� L.t. FASTEN HEADER ml(2) #10x3" ! ' INTO SCREW BOSS OF HEADER DETAIL "G" - SLOPED PURLIN ALTERNATE HEADER CONNECTION CONNECTION SCALE: N.T.S. WHEN Z -BAR IS USED - FASTEN Z -BAR TO COLHEADER AT EACH CORNER AND i8" 0'CIv, 1-1t2"x. I!16" PLATE —_- (I2) #12x1" SMS (TOP OR BOTTOM) I" SPACING ALTERNATE BASE PLATE CONNECTION(� 2"x2" EDGE BEAM W ATTACH MEMBER TO BASE PLATE W 'I (INTERNAL) w1(2) #10x2" EMS � ' -�� z fy Z P UR�(N v WUJ (� (2) #10x3" SMS cf) J ATTACH BASE PLATE TO MEMBER INTO SCREW BOSSES U Lr U- vr1(2) #10x3" SMS INTO SCREW CONNECTING EDGE U)W BEAM TO PURLIN (f) I— i I BOSS OF BASE PLATE 1"x2" FASTENED TO COLUMN � w z f— I 1l(2) #IOxt-V2" SMS INTO W _ SCREW BOSSES FOR SMB W U OR SNAP COLUMN (If W D W O 3: CL a ° 1`x2" SNAP K v Q � CLn " ° " Q " ° " ° " ° ° a ° a ° NOTCH COLUMN AS REO'D. ZO 0 a COLUMN PER PLAN 0 1L —� - DESIGN DATE: 05/12/2020 Ifo` TAPCON (RED HEAD MFG. OR EOUAL) WITHIN 6" OF COLUMN --- 8 2L" 0.C- MAX- I-i/A" PENETRATION INTO UNDERLYING FOOTING REVISION 1: DATE ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE _ PAGE: DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: N.T.S. DRAWN BY: TCP CONNECTION SCALE: N.T.S. -- SCALE: NTS ---- --._. ----- --- - -_ N O GIRTFASTENED INTERNALLY AT EACH END - O w/ #ICr:l. S" EACH, SCREW GROOVE FASTEN (O FOR BEAMS ABOVc 2x8 .NSTALL � 1 TO BEAM wt 2,2x.125 ANGLE (2) #12 SMS GUTTER BR C. ^^,IDPO!N - W `,.'TO BEAU 8 (2) #10IJ-5 THRU ANGLE INTO c_ vt�EFJ �.S ri 1�*�CLt;JE Z" d- � GUTTER WHERE NO G:RI IS PRESENT, "ES AT TACH GJ -ER BRNCE AT EACH .BEAM NGLE DIRECTLY TO GJT I ER - _ - - - -- N tOCL 1 ION _ F 'ER N S: EI w(2) wmt x2" OD G_..",` sTE N U LER '(2) GUTTER ANG; EACH LEG t6 ~ i R FA ON COR _. FAA tL PUR ID, CF BEAM ° �'�lll 1 -FO-; GU' ; ER TO FASCIA (I) #i4 O t8" O.C. BEAM 8 Lt .N _ #12 SMS Yd IB x2 x2 ANG- E 00 0 1 FOR GUTTER BRACE/ STRAP_ 8 (W =12 SMS tACH LEG Q u CD O ; (2) 1 . EA. STRAP r- O CLOS=_ BOTTOM ;,E GUTTER co �* SEE TOP VIEW y— B- � WHEN TRIMMED G RKEIVING —_- _.._._ _ —__ j...____ _..__ -L;S EN wt(2) # 2 BMS FOR BEAM OVER 2x5 r o o __ _ --� % < O U .. _._-... ._.._ .__ _ _. — Q EACH SIDE OP BEAM 0 RECEIVING CHA NNE TEN TO STRUCTURAL OUTTER�V 0 Q INT ERNALLY .' (2) :, 2 SMS —J U L. ❑RNAT E 2,2x]18 ANGLE BELOW G (2) #iL SMS NTO =FASTEN J ,0_ CORNER � � � d V BEAM 6 (2) #12 SMS INTO STRUCTURAL GUTTER (BEAM 10 FURLtN O A/ :18'X2 x2" ANGLE ui co ! A>_ sF SIDE VIEW Nro Mp 'i J �± BEAM 5 PURL'd) W< I I Lo GIRT z i L LLI ~�m� #10 S--_ WITHIN 5" Ig) =10IL2' SMS 0FBEAM 82L"aC. -�FASTEN GUTTER To DETAIL "M" BEAM PURLIN TO GUTTER � r � FASCIA "" #"XCONNECTION SCALE: N.T.S. -ANGLE- _ - W< J d' _ WOOD SCREW 18' O.C. OF LIE ON o0 0 0 0 0 Q (2} #12 SMS ,NTERSECTING MErt"e"eR o Q Z `1 EYEBc T FOR "(2; -76x2 (2) #IL WOOD SCREWS BL oCAE TENSION 2„2x1/8” ANGLt 1 EA. SIDE OF BEAM 'HOOD SCREW (2) nit SMS INTO FASCIA O '.r (2) #i"< Si?S PERIP"ETER n LEG M SIDE FRA"','vG f '8- STAINLESS EDC;_TEFL 1 � CD ASCIA ;2'xb .49. E.xtCTNG) 2 2 eNG' E w!(27 GIRT i BRAIDED CA LL 12 S. S EA. LEG —_�_�� i STRUCTURAL_ I GUTTERo — - ° ° -- DETAIL "I-2" CABLE CONNECTION TOP VIEW SMB ° AT CORNER SCALE: N.T.S. DETAIL "H" BEAM TO GUTTER _ _ Lij o GRT CONNECTION SCALE: N.T.S. ° ° 118- STAINLESS STEEL 30oG Psi CON"- !18° i01: M x2'xL' STRAP STRUCTURAL GUTTER BRAKED CABLE 6x6-IOxfo I^J. _. ...._ I -'F (2} #72 SMS INTO BEAM SIDE VIEW WYdM OR FIBERMESH (2) mit SMS INTO GUTTER 600 MAX. o o of o o f o F� ....000Co 0 000° o� °� I \\V° 0 0 0 0 0 �-01� _ GIRT EACHUwi(2) BRACES --� \vo o FASCIA INTO GUTTER, 8 (2) #7L X 2` L` MI PJ- SLAB \\\° 0 3/16"-5052-H32 GUSSET WOOD SCREYdS INTO FASCIA o w1FOOT LNG 3/8- DIA a 3' EMBED U \ o�' F INTERNAL OR EXTERNAL -- CONC. SCREW ANCHOR i v 8" INTO EA, SIDE TYR. 2x2,118" 4NGLE wt(2) ° (TAPCON OR EQUAL) _.1 F (2XIOSMB ILLUSTRATED) #12 SMS EA. LEG g _ J W NOTE F L^ISTALL FASTENERS ALONG PERIMETER OF GUSSET -BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS MAY BE STAGGERED -0 INSURE PROPER QUANTITY PER TABLE B -I PASTEDIER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION MAINTAIN f/2' SEPARATION BETWEEN FASTENERS. FtAINTAiN 3/8` MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAP FASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 318` OF BEAM JOINT. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B -I 3000 PS CONC Z 400 MIN, 6x6 -10x10 LLI (� 600 ttAX. WWM OR F19ERMESN U) � LL SMB UJ W co ZH a. W X U STRAP _.-- O W W (2) #12 SMS INTO BEAM GIRT �< Q U O Q ~ � (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER 1� -- - Q L" MINN. SLAB c W I TOP VIEW w/POSTING - i.� x5.5" ALUM. STRAP z O Yrl(2) !/L" DIA, x 2-114` CHOR DETAIL "L" CORNER GUTTER MASONRY _QUA ° _ a (rAPcoN OR Eouau DESIGN DATE: 05/12/2020 CONNECTION SCALE: N T S. - - DETAIL 14' CABLE CONNECTION REVISION 1. DATE DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 2_DATE PAGE: SCALE: N.T.S. DRAWN BY: TCP n SCALE: NTS G•�• TABLE B -I BEAM 512E CCL TO BEAM CITY SMS' SIDE OF CO . BEAM TO BEAM OTY SMS/ FACEISIDE 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 06) #14 (15) #14_-- 3000 PS CONC Z 400 MIN, 6x6 -10x10 LLI (� 600 ttAX. WWM OR F19ERMESN U) � LL SMB UJ W co ZH a. W X U STRAP _.-- O W W (2) #12 SMS INTO BEAM GIRT �< Q U O Q ~ � (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER 1� -- - Q L" MINN. SLAB c W I TOP VIEW w/POSTING - i.� x5.5" ALUM. STRAP z O Yrl(2) !/L" DIA, x 2-114` CHOR DETAIL "L" CORNER GUTTER MASONRY _QUA ° _ a (rAPcoN OR Eouau DESIGN DATE: 05/12/2020 CONNECTION SCALE: N T S. - - DETAIL 14' CABLE CONNECTION REVISION 1. DATE DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 2_DATE PAGE: SCALE: N.T.S. DRAWN BY: TCP n SCALE: NTS G•�• 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 1 1/4" #14 SMS @ 1 1/4'• O C. o 0 _ 0 0 0 0 0 0 0 0 0 0 0 2 316" . 2318 518 6, i 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 CHAT RRAI L 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) 2X2X0.093, KACE (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 (112" MIN. PLATE EDGE DISTANCE & C -C FASTENER SPACING) 1" X 2" O.B. FASTENED TO CORNER POST W/ #12 X 1 1/2" SMS AT 6" FROM 'ANGLE -t 1 - - - TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. 1' INTO EACH 1/8" X 2" X 2" EXTRUDE ANGLE 5052 DILATED BELOW I�"p CORNER POSH-32 ALLOY EA CORNER W/ (2) #14 X 2" i -SMS INTO POST & (1) 3/8" DIA T--- i ( CONCRETE SCREW ANCHOR INTO �( CONCRETE 6" 1 I) (2) #10 X 1 1/2" SMS THRU SCREW BOSSES d21/4" _ - 2 1/4" MIN CONC NCHOR EytBEDME SLAB/FOOTING ' `' ' NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR SELF MATING BEAM CONTRACTOR TO INSTALL (2) #14 X 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE 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. 1 114" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX 2" 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 DETAIL #2 CP -1 CORNER POST TO CONCRETE DETAIL CORNER POST A-4 SCALE: NTS 6" x 5" x 0.050" COLUMN 6063-T6 ALLOY PLATE - K -BRACE (ONE SIDE) OR STRONGER 2 x 2 x 0.093 BRACE (TYP.) K -BRACE — x 2 x 0.093 BRACE(TYP 2 x 3 x 0.070 CHAIR RAIL #� d O 0 1 0- ---- \ ;------ o l 0 0 i0 0 GIRT (CHAIR RAIL) K -BRA \ ----- — -0 i 0 0 ' 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 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 N 00 I+ O M rrrr W U Q U m Lf) N M O N I— co z < E o J W np cr- p U WJOco- ry W Q I m LL Lo .� z 0� ~_ W "L c/) J c) I-- C'7 ry LL WQ��a W Q 66} Q w Z L.L r o _ W U Opo I =Q_ LI. v=oQ N 00 I+ O M rrrr W U Q U m Lf) N M O N Y J W W Z ry W () Wry c/) J ry LL (/) W 66} w Z W o _ W U o W O v=oQ n w n o ° U a DESIGN DATE: 05/12/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS