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HomeMy WebLinkAboutSolorzano 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 & SE17 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: 1.5.0 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: 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 1 /4" 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 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"x0.100" 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"x2"x0.044" 2 x 3: 2"x3"x0.050" 2 x 4: 2"x4"x0.050" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.044" 1 x 3: 1 "x3" x0.045" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.045" 2 x 3 SNAP: 2"x3"4.050" 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"x0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"x0.398" DETAIL A 0' p U Q ate'? Q LL Lo � N W QO�� r C; 7- <C�� Q �- U r � CO 0 r O d' d' O O N Q J Z -� O Z W W J of Z o_� C) W Z?jF_- W QZ0 W O Z o w Q�� Q O C ONQ � FLw U) �- 0 O U a DESIGN DATE: 04/14/2020 J REVISION 1: DATE REVISION 2: DATE PAGE. DRAWN BY: KMM SCALE: NTS HOUSE WALL NEW 4" SLAB 3000 PSI W/ FIBERMESH - :.. " 24'-3 F t n 3 MONO DECK OS SODDED GRADE SLAB OPTION 45' - (1) #5 BAR --- 8" —� CONTINUOUS FOOTING NOTES 1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND P' BETWEEN ADJACENT P,EBAR LAPS. 2. PROVIDE MIN. Y COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH. 3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS 4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40 5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS b. PROVIDE 2500 ESE BEARING (TYPICAL) UNDER FOUNDATION 1. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS 8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS. DETAIL"l FOOTINGS SCALE: NTS 2X3X.050 DIAG. BRACE TYP. 1X3 N N 2X3 m - N O m N x m x N 2X3 1X3 + 3X2 CV ryT x x N N HOST 24" 0/H STRUC. GUTTER cx" N i 1X3--------------- --- --� --- 2X3 DJ —g'-p" -- g'-p" ---- - 0 2X3 DJ 2XSSMB o - 2X3 ----------- ----- ; o - -- --- 2X3 x o m x m x N + i vl co `� Ln m i x 1X3 Lni 24'-3" 14'-0"---- m o 2X5SMB 2X6SMR —12'-0" ` o 2X6SMB C.B. D 2X6SMB ------------------- Ln N N x m m + m x m N : lfl I x 2X3 r 2X5SMB \ � m 1X3 1X2 +2X2 2X8SA4B C.B, j N 1X2 o m x o \\ + ry H Ln �. 3—X _ x N b' X 1X3 x\ \ 1X2 Yl —12'-3 ) 1X2 + 2X2,% i N M QO 3X2 X-_3..,...,_,. b O f— M zzo 0 �/ � cr U [)�- (Q V L J O CO - W < J LL Lo ~ LLI c t r1 I— M <Q= �-- U rY r� 0 N —� o 0- N r- 0 M F- LU U Q U O U w 0- z J p z < w Q J cj� z_LL INU ry U) z�� w z C) w o z o Q�� Q O ONd 1 d w Cn n O cJ a DESIGN DATE 04/14/2020 — REVISION 1: DATE — REVISION 2: DATE_ PAGE: DRAWN BY: KMM SCALE: NTS i N I O O FLASHING - HORIZONTAL OR SLOPED . W i's2' AS � EN '0 C0� (itJT ERNAU - ( (2) x Cry SMS INTO SCREW ! " Cxi-1/2" S FASTEN `O _i%' W/(2) .I-� ! BOSSES FOR EDGE MEMBER EAVE . RAILS S A001 a! 210X1- /2` SMS x = 2 0._ AND 6' FROM END. TABLE "D"-, ° I - CD .o - A ut I UM INTERNAL OR EXTER A� - -�. -..... - U1 6 t a_ p p C I K C I At vG CHANNEL L w/(L) EDGE N� -tR 4, cL�L.512E p INTO IG RT DR LK N fi !2) x.76" @ E•- ° OR FURLIN 0 Ih 0 BEAM OR UPRIGHT 0.062 NG� E I Q o o CL PS MAYBE USED ! - Q 0 2 x 3 4/12 j o -''- I _. (It.) #10a2 SMS INTO _ .._._.___ I._._ _I� _.._._� -�. .__......_ SCREW BOSSES / � 2% 4 5/12 '.. .- BEAM PER P' A 1 O r- N NOTCHED -G RFC VE INTO BEAM - 2 % 5 5112 i- -- = --- -.-._ CO_L"1 WIT..-N - OR MEMBER _ _ _ .... - i 2 x 6 6/12 _.... __.--._..�. _... OR PLR..-ry II SMS. (EACH SIDE} BEAD? ,i BRACE �...--c \ - 2 x 7 7112 OTY PER TABLE D - W _ 0 Oo25" 6063-T6 FLAT PLATE 2 x 8 8/14 w!(B) #IOx3tL SMS. MIN 112' U NOTCH �H PROFILE MAY ;ip?y DG DISTANCE, PLATE `?AY BE RCN O Q ` ! Z 2 x 9 9/14 ca INS -ALL BRACE - -- _ SI tNED IW`ERNA��f TO BRACE UPRIGHT. BtAP' SNAP, I PF Ci _ _ _ -O ERMi7 CORRECT # SMS MEMBER TO CORNER i SELF .MATING. OR HO=LOW '�`/ cr- 0 � COLUMN PER PLAN�S FURLiN I O 0 MAINTAIN h71N. OF 5/8" SEPERATION ' 0) FROM EDGE OF BEAM SMS O_C. TYP. V 1 AI ! W Q LL Lo •� !I _- ( z 11I T- (D DETAIL "E" - UPRIGHT TO BEAM ~ {- c CONNECTION SCALE: N.T.S. DETAIL "D" - ROOF BRACING DETAIL "C" - GIRT OR PURLIN TO BEAM - I- CONNECTION SCALE: N.T.S. OR POST DETAIL SCALE: N.T.S. Z o" W< w I 1 r4= ------ - -- ---- - - - - -- -� ---- < d NOTE: IF PAVERS A" R- PRESENT. CONCRETE ANCHORS SHALL PENETRATE ?N;o co'"ING 2-1-'-IN (TYP-- --- NOTE Jt-EN FASTENING 0 14,000 Us GALV LAG SC -Err 1N LIEU OF CONC. AN HO FS AND NSUR P V IRA• ON MIN 2 !— It TO STRUCTURAL FRAMING BENEATH E TEA T H ,TYP) -- _ E-- U 'ALL MEMBERS PER PLAN PAGE 2 2"x2"x.063` - DIM To MATCH PURLIN I. L = (, •MEMBERS VARY PER A . PAGE 2 SiZ . R C I .NG CHANNEL (2) .12 SMS INTERNAL TC EAVE O O RAID (3) r12 EACH STD_ INTO PUR LIN u V c) r— ° ZPUR��N 1i N ASTEN 70 OF HEADER TO ,NT-RSECT,NG 1w o 1 MEMBER r1(2) #10 SMe�S l"PENETRA ON INTO CREW BOSS OF i Ij EAVE RAIL - SEE PLAIT MEMBER - TYP. BOTH S DES � z x2 OPEN BACK / ✓ L- SCHEDULE BASED ON 2-1/4" MIN. SCHEDULE BASED ON 2-1/4' MIN. EXTRUSION' UPRIGHT U CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT D003 LAMB ILu PER PLAN SELF -MATING OR is A I (2) ;F C0 2- SMS 7HRU (x2 INTO 1/8'x2"x2'x ANGLE SNAP SECTION TYP, I I 1 6032 H-32 ANGLE ! PER PL AN .-._-_ ......- __ _::__..__ EAVE RAT- EACH SIDE OF COLUMN I (2) - #12 SMS INTO COLUMN I - MASONRY O- I _ .B. BASE PLATE T'!P /L_. _ ._- ! 'MASONRY ANCHOR EACH - ANGLE - EACH SIDE COL. I o 0 ! ! -I,A' MIN. CONC. 2-11 MIN. CONC. o o I NOR EMBEDMENT FASTEN HEADER w1(2) #IOx3" ANCHOR EMBEDMENT -- - ACH_-_ _ ° - I INTO SCREW BOSS OF HEADER ° }° z" MIN. ANCHOR SPACING I DETAIL "G" - SLOPED PURLIN AL TERNATE HEADER CONNECTION i CONNECTION SCALE: N.T.S. WHEN Z-BAR IS USED - FASTEN WHEN GREATER THAN 2xL Z-BAR TO COLtHEADER AT EACH j a a UPRIGHT IS USED SEE I CORNER AND 18' O/C I-V2"x 1116' PLATE ° A 4 ° e iAPCOM SCHEDULE ABOVE ----- - (12) #12xi` SMS (TOP OR BOTTOM) Q 3000 PSI CONC.T `>< SLAB/ FTG. C� 1` SPACING 6x6-10Xio WWM U SIDE VIEW OR FIBERMESH ! J z I ALTERNATE BASE PLATE CONNECTION � 2'x2" EDGE BEAM O ATTACH MEMBER TO BASE PLATE J cc (INTERNAL) w/(2) #10x2" SMS z A°G I/MASONRYANCHOR -- PUyRtAN'j� � Q AT EACH ANGLE 2 - PIS SMS i; (2) #IOx3" SMS ry z LL INTO SCREW BOSSES ATTACH BASE PLATE TO MEMBER U 1i4" TA?CON XL (RED HEAD hiFG. OR EQUAL) ! ' CONNEC ING EDGE - U 2 @ Ix2 BASE i vr((2) #IOx3" SMS INTO SCREW - - N I I BEAM TO PURLIN � 2 @ SLAB (BEYOND} BOSS OF BASE ELATE 1 I"x2" FASTENED TO COLUMN U) z �"-- vd(z) #IOxI-I12' ES SMS SMB W Or Q Z (� -- - - _ _ _ ___ SCREW BOSSES FOR SMBOf W OR SNAP COLUMN 0 Q r I- z <r " !"x2 BASE PLATE ANCHORED -- _ = __- o - U h 00 ° n ..._v- ° - �- -_-4- ° ° I'x2' SNAP Q F- o Q TO CONC w/ I/L" MASON Y ° � ° � ° ° ° ° ° O ANCHOR 6" MAX EACH SIDE ° ° ° ° ° a ° ° F- CL - 0- ° OF POST AND 24 O.C. MAX ° ° ° °a ° ° a a ° ° °' ° o ° n ° NOTCH COLUMN AS REO'D. 0 G COLUMN PER PLAN U CL 114" TAFCON (RED HEAD MFG. OR EOUAUJw4;THFN ° ° ° o -- ----- 3000 PSI coNc ____6 0 -_° - 6" — ___ — - - a -- -_ --- DESIGN DATE: 04/14/2020 SLA0/ FTG. -_ 6' OF COi UMN --_.. ._ 6x6-10x10 WWM ---- FRONT VIEW a zA" o.c. Max,-I/L' P-N-T.,^noN INTO UNDERLYING FOOTING REVISION 1: DATE OR FIBERMESH __-_-- ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE PAGE DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: N.T.S. -- ""- DRAWN BY: KMM UPRIGHT TO DECK DETAILS SCALE: N.T.S. CONNECTION SCALE: N.T.S. SCALE: NTS 1/4" DIA. TAPCON SCHEDULE UPRIGHT OTY. TAPCON! CITY. #12 SMS E/S 2X3 (1) 1/4" TAPCON/ (4) #12 2X4 (2) I/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 2X9 _ (4) 1/4• TAPCON! (8) #12 (4) 1/4" TAPCON/ (8) #12 2XIO (5) 1/4" TAPCON/ (10) #12 3/8' DIA. TAP_CO_N SCHEDULE UPRIGHT OTY. TAPCON/ CITY, #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 2X8 {2) 3/8 TAPCON/ (6)12_ (3) 3/8" TAPCON/ (6) #12 2X9 (3) 3/8" TAPCON/ (6) #12 2XIO (4) 3/8" TAPCON/ (8) #12 GIRT FASTENED ANT nNAL_Y AT EACH END w1 #10x1,5'EACH SCREW GROOVE. FASTEN TO BEAM w? 2x2x-125 ANGLE (2) >12 SMS INTO BEAM 8 (2) THRU INGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH. ANGLE DIRECTLY -0 GUTTER -� 2'x2'xl'8ANGLE w/(2) #12 SMS EACH LEG BEAM CLOSE BOTTOM OF BEAM WHEN TRIMMED OLL RECEIVING CHANNEL. FASTEN v11(2) 212 SMS EACH SIDE OF BEAM - GIRT #10 SMS WITHIN 6" OF SEAM 8 2L" O.C. ANGLE EA, SIDE OF BEAN N`/(2) = 1 2 SMS EACH LEG EACH SIDE FOR BEAMS ABOVE 2,8 NISTA,.L GUTTER BRACE AT MID-01N7 BETWEEN BEAMS 8 INCLUDE 2 GUTTER BRACE AT EACH KAN LOCATION -FOR GU -` ER TO FASCIA ail SMS (1) NIL CA 18' 0_C. o FOR GUTTER BRACE/ STRAP: ----- o (2) #14 EA. STRAP SEE TOP VIEW FOR BEAM OVER 2x5 .0L4 RECEIVI'IG CHANNEL FASTEI4 TO STRUCTURAL GUTTER INTERNALLY .10 #12 SMS ALTERNATELY 2x2x1/8' ANGLE BELOW GIRT, (2) #IL SMS INTO BEAM 8 (2) #!2 SMS INTO STRUCTURAL GUTTER SIDE VIEW TOP VIEW DETAIL "H" BEAM TO GUTTER CONNECTION SCALE: N.T.S. FASTEN GUTTER TO FASCIA w/ #ILx2" WOOD SCREW 18' O.0 (2) #12 SMS (2) #ILx2' WOOD SCREW FASCIA (2"x6" MIN. EXISTING) STRUCTURAL GUTTER o o o1 o o f 0 o F o� o 0 0 of F o o 0 o o j \\ o F o o o o o 1 o 0 0 0 oF F \ 0 3f16"-5052-H32 GUSSET \ oI F - INTERNAL OR EXTERNAL INTO EA. SIDE TYP. \ c (2x10SMB ILLUSTRATED) NOTE F INSTALL FASTENERS ALONG PERIMETER OF GUSSET -BEAM JOINT 3/8' MIN, FROM EDGE. FASTENERS MAY BE STAGGERED TO INSUP.E 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 TABLE B-1 BEAM S12E col. To BEAM OTY SMS! SIDE OF COL. B°AM TO _Am CYY SMSI Ft,CL/SICE 2 x 4 (5) #12 (9) #12 2 x 5_ (5) #12 (9) #12 2 x 6 (7) #12 (9) #I2 2 x 7_-- (10) #12 -_- (10) #12 2 z-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. O50" GUTTER STIFFNER FASTEN TO FAS,A W(2) 4,Lx2" WOOD SCREW FASTEN TO GUTTER a(2) #12 SMS— GUTTER GUTTER WHEN BEAM 8 •R'. V. HIT ON CORNEP.- FASTEN OUT SIDE OF BFA'1 8 PURLIN wt 1/8 x2"x2" ANG:.E SMS EACH LEG FASTEN INSIDE CORNER (BEAM iOPURLIN) w/ !l8'x2'x2` ANGLE w/t2) #12 SMS INTO EA. MEMBER (BEAM 8 PUP.LIN) DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: N.T.S. IS) #IL WOOD SCREWS (2) #12 SMS INTO FASCIA 2x2x118" ANGLE w,(2) GIRT #12 EMS EA. LEG o o SMB 0 lib"x2"x4" STRAP fz) #12 SMS INTO BEAM SIDE VIEW (2) #i2 SMS INTO GUTTER GIRT FASCIA 2x2x1/8" ANGLE wl(2) o 912 SMS EA. LEG SMB - - - GIRT STRUCTURAL GUTTER (2) GUTTER BRACES EACH w/(Z) 912 SMS INTO GUTTER 8 (2) #14 X 2" WOOD SCREWS INTO FASCIA 1t8"xZ"xL" 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. (9) #1Gx2 1/8' PLATE ON L50 ANGL OR V8"x2-x2" ANGLE w/( ail SMS INTO EACH INTERSECTING MEMBER PERI'METE FRAMING DETAIL 1-2" CABLE CONNECTION AT CORNER SCALE: N.T.S. J O Lo co n 1— co ZzQ zoo E 0 p U WJOco� W 1 H Lo (<C z ~W ( _ F- cy-) c— WQ�cy)a 4- `J Z H U �-- EYEBOLT FOR n" CAB_E TENSION O 1/8" STAINLESS STEEL BRAIDED CAS' = LJ_ - 1/8' STAINLESS STEEL L00 MIN BRAIDED CABLE 606 MAX L" MIN. SLAB w/F00TING 3t8" DIA x 3" EMBED CONC-SCREW ANCHOR (TAPCON OR EQUAL) 3000 PSI CONC. 6x6-1 Oxi0 LOQ MIN. WWM OR FIBERMESH 60D MAX. A" MIN. SLAB w/FOOTING / 15'x5.5" ALUM- STRAP YOM I/A" DIA- x 2-11L` MASONRY ANCHOR (TA -CON OR EQUAL) DETAIL 14' CABLE CONNECTION AT FOUNDATION SCALE: N.T.S. 3000 PS! CONC. 6x6-10MO W'NM OR FIBERMESH N O O W a I= C O N a � w O) W c6 Q OD r O M �t t- W C) Q U d O N 0 Z U W rr D_ i J z p z W z LL NU zit W �zU W o z Q r Q�� v ONQ 0- W O U -- DESIGN DATE: -- 04/14/2020 REVISION 1: DATE REVISION 2: DATE PAGE: /' 4 DRAWN BY: KMM SCALE: NTS 3/16" 5052-H32 GUSSET--- - #14 SMS @ 1 1/4" O.C. 2" X PURLINS ATTACH TO BEAM WITH MIN (4) #10 X 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER -.__ --- ---- - - - --- - o 0 0 o - � o oQ o0 00 ---_------------- 1 - 1/4" (TYPICAL) lv 5...� 231a 2318 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 (318" MIN. PLATE EDGE DISTANCE & C-C FASTENER SPACING) x2x0.0 DACE (TYP. K-BRACE LATERAL "K"-BRACING CONNECTION DETAILS 1" X 2" O.B. FASTENED TO CORNER POST W/ #12 X 1 1/2" SMS AT 6" FROM 'ANGLE U - - TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. 1" INTO EACH DICATED BELOW �� 1/8" X 2" X 2" EXTRUDE ANGLE 5052 (i H-32 ALLOY EA CORNER W/ (2) #14 X 2" CORNER POST -- I SMS INTO POST & (1) 3/8" DIA CONCRETE SCREW ANCHOR INTO CONCRETE THRU SCREW BOSSES ... ..,,,, 27/4"M�I CONC NCHORErBEDMENT SLAB/FOOTING NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR GUSSET PLATE Jam- - 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 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 FRONT VIEW N O O L1! w 48 a 3 W J rn cz H U � O co CD m i� o' zz© o 06 (0)U Q� p U WJOoo- W Q I II Lo .F ~_ W (f1 I- ('7 Z 2, C) 2 WQ 1�m -� CORNER POST W/ 1" X 2" @ BACKSIDE Q �-- U L 3/8" X LENGTH AS REQUIRED O r FOR 2 1/4" EMBED CONCRETE OIt O SCREW ANCHOR INTO D_ CONCRETE H CD vA-4 CORNER POST TO CONCRETE DETAILSCALE: NTS O I- W O 0f d (3) - #12 x 3/4" S.M.S., 6" x 5" x 0.050" COLUMN >- EACH SIDE AS SHOWN 6063-T6 ALLOY PLATE >Q> (1/2" MIN. PLATE EDGE - K-BRACE (ONE SIDE) OR STRONGER 2 x 2 x 0.093 DISTANCE & C-C BRACE (TYP.) J O FASTENER SPACING) K-BRACE - Z 0 x 2 x 0.093 LLI BRACE (TYP. Lll 2 x 3 x 0.070 CHAIR RAIL Q J - 0f Z LL 0 A U O 01 0 A\i U) NO 0 O 0 1 0 GIRT (CHAIR RAIL) W � � Z U - ---- K-BRACE --- ----- ----� - y Z Q a J_j d3 i ¢ O 00 _ 0 U Q N Q - --- D_ U) - 0- 3/8" 0 CONCRETE ANCHOR (2 PLATES) 2 x 2 x 0.093 -- L - / BRACE (TYP.) On v FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE (11 TOTAL) - #12 x 3/4" SCREWS FOR CORNER COLUMN ___...___ _ S.M.S. AS SHOWN (1/2" MIN. DESIGN DATE: _ 04/14/2020 PLATE EDGE DISTANCE & REVISION 1: DATE LATERAL "K"-BRACING C-C FASTENER SPACING) LATERAL "K"-BRACING REVISION 2: DATE CONNECTION DETAILS _ _ -- PAGE CONNECTION DETAILS _ -__ _ DRAWN BY: KMM — SCALE: NTS ---- (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST O Q CARRIER BEAM O POST (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS 3"x3" POST (SEE PAGE-2 (2) 3/8" DIA. EXPANSION BOLTS /� FOR SIZE) SEE NOTE # 1 THIS PAGE -- FOR BOLT PLACEMENT � k- 3"x3"xO.125 ANGLE 3000 PSI CONC. SLAB/ FTG. FRONT VIEW 6x6-1Ox10 WWM OR FIBERMESH 3"x3" POST CONNECTION DETAIL SCALE: NTS VARIES 1'k7' MEMBER FOR SCREENING HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) 7'x2" FASTENED TO CARRIER BEAM w/(2) # 10x 1-1 /7' SMS INTO SCREW BOSSES EACH END �- 2'k2'xO.125" I 2" FOR SINGLE RECEIVING CHANNEL HORIZONTAL. BEAM OR ANGLE EACH SIDE __ 4" FOR DOUBLE HORIZONTAL (6) # l OxO.75" SMS BEAM OR 4'k4" EACH SIDE 6'FOR TRIPLE HORIZONTAL BEAM OR 6X6 IT 2) # 104.75" SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL. OR (6) EACH ANGLE CARRIER BEAM TO POST DETAIL SCALE: NTS CARRIER BEAM 0 i"x7' MEMBER 0 FOR SCREENING 0 #lOxl-1/2'SMS @ 24" O.C. MAX CONNECTING TO 1"x7' CARRIER BEAM #10x1-1/7'SMS @ 24" O.C. MAX CONNECTING - TO Vx2" POST (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE # 1 THIS PAGE FOR BOLT PLACEMENT -(2) 1/4" DIA. MACHINE - BOLTS w/ WASHERS L _ I 0 0. 2'FROM EDGE FROM EDGE- - OF SLAB( FTG. O OF SLAB/ FTG. -- - -- 3"x3" POST TOP VIEW (SEE PAGE-2 FOR SIZE) (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2 TOTAL PER - POST/SMB CONNECTION) (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE # 1 THIS PAGE FOR BOLT PLACEMENT 2"x2"xO.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 7' FROM EDGE OF SLAB/ FTG. 7'xSMB (SEE PAGE-2 FOR SIZE) (2) 1/4" DIA. MACHINE ----- BOLTS w/ WASHERS 2" FROM EDGE - - OF SLAB/ FTG. TOP VIEW STITCH w/(2) # 12x3/4" SMS @ 12" O.C. 7k-SMB „�-(SEE PAGE-2 FOR SIZE) 3x3'x0.125' ANGLE 3000 PSI CONC. / SLAB/ FTG. FRONT VIEW 6x6-1Ox10 WWM OR FIBERMESH 3"xY 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 BEAM QUANTITY/SIZE QUANTITY/SIZE SIZE LEG TO BEAM E/S TO BEAM. INTERNAL 2 x 4 (4) # 12 OR (2) # 16 (8) # 12 OR (3) # 16 2x5 (5) # 12 OR (3) # 16 (10) # 12 OR (3) # 16 2 x 6 (5) # 12 OR (3) # 16 IT 0) #12.OR (4) # 16 2x7 (6) # 14 OR (4) # 16 (12) #14 OR (4) # 16 2x8 (7)#14OR(4)#16 (12) # 14 OR (6) # 16 2 x 9 (8) # 14 OR (5) # 16 IT 4) # 14 OR (6) # 16 2x10 (9)#14OR(6)#16 (14)#12OR(7)#16 (2) 1 /7' DIA- EXPANSION BOLTS SEE NOTE #2 iH FOR BOLT PLAN 3 3/4" FROM OF SLAB/ FTC (3) 1/4" DIA. MACHINE BOLTS -- w/ 3/4" DIA. WASHERS THRU \ POST CARRIER BEAM & POST TOP VIEW U CARRIER BEAM I O (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST POST (3) 1 /4" DIA. MACHINE BOLTS Cj v N w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST 0) (R c) /-- CARRIER BEAM o Zzp z —/ U n ty � p U W O cc) (3) 1 /4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU ui < J I-(- '� CARRIER BEAM & POST y L 0 I W W Q -j a 4- Q FRONT VIEW Q U CORNER CARRIER BEAM CONNECTION DETAIL r SCALE: NTS O J � O InLL TOP VIEW 4" DIA. MACHINE (4) 3/8"x4" TAPCON THRU S w/ WASHERS BOTTOM LEG OF ANGLE INTO CONC. (3) 1/4" DIA. MACHINE- I BOLTS w/ WASHERS 3-3/4" FROM EDGE OF SLAB/ FTG. 3-3/4" FROM EDGES OF SLAB/ FTG. y N r- r o co F- W U Q U (3) 1/4" DIA. MACHINE TOP VIEW BOLTS w/ WASHERS 4"x4" POST (2) 1/2" DIA. EXPANSION (SEE PAGE-2 COLUMN PER PLAN FOR SIZE) BOLTS SEE NOTE #2 (3) 1 /4" DIA. MACHINE _ THIS PAGE FOR BOLT BOLTS w/ WASHERS PLACEMENT i /8"x7'x2'x3-3/4" } - 7k4"x0.125 ANGLE (LENGTH) ANGLE >� (4) 3/8"x4" TAPCON (INTERNAL) U THRU BOTTOM LEG - ¢g �J OF ANGLE INTO CONC. J O W Q J ° lL. U) N U J- 3000 PSI CONC.------- ----- U) Z f_ SLAB/ FTG. FRONT VIEW 3000 PSI CONC. W Q Z U 6x6-1Ox10 WWM SLAB/FTG.- FRONT VIEW W o OR FIBERMESH 6x6-1Ox10 WWM O � z OR FIBERMESH ~ Q J J 4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT Q O SCALE: NTS DETAIL SCALE: NTS z a o o O c� a DESIGN DATE: 04/14/2020 REVISION 1: REVISION 2: PAGE: DRAWN BY: KMM SCALE: NTS