Loading...
HomeMy WebLinkAboutGenssler RevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 2602 Juniper Court, Palm City, FL 34990 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revised Engineering CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC046064 BUSINESS NAME: Pioneer Screen LLC QUALIFIERS NAME: Craig Rice ADDRESS: 3290 SE Slater Street CITY: Stuart STATE: FI PHONE (DAYTIME): 772-283-9197 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: Florida Engineemg LLC ADDRESS: 4161 Tamiami Trail Unit #101 CITY: Port Charlotte PHONE (DAYTIME): 941-391-5980 SLCCC: 9123109 Revised 06130117 STATE: FI ST. LUCIE CO CERT. #: ZIP: 34997 FAX: 772-283-3028 FAX: ZIP: ZIP: 33952 FRIWEel W41mi; 1c7Rl 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. 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: 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 ALUMINUM MEMBERS DIMENSIONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 TS ALLOY UNLESS OTHERWISE NOTED. HOLLOW SECTIONS 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 2: 2" x 2" x 0.050" # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 2 x 3: 2" x 3" x 0.050" 3. ROOF BRACING SHALL BE A MINIMUM 2"X2" X.050". 2 x 4: 2" x 4" x 0.050" 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 2 x 5: 2" x 5" x 0.050" (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" x 2" x 0.044" WIND SPEEDS EXCEED 75 MPH PER FBC. 1 x 3: 1" x 3" x 0.045" 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS 5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP: 2" x 2" x 0.045" INTERCHANGEABLY. 2 x 3 SNAP: 2" x 3" x 0.050" 2 x 4 SNAP: 2" x 4" x 0.045" 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. SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.046" x 0. 100" 2x5SMB: 2"x5"x0.050"x0.116" 2 x 6 SMB: 2" x 6" x 0.050" x 0. 120" 2 x 7 S M B: 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" x 9" x 0.072" x 0.224" 2x9(H) SMB: 2" x 9" x 0.082" x 0.306" 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" DETAIL A W Lu U_ r- z ry ic- G r Q0 Q Q Or_ Q J ILL W i- i- 0 ry U F_ 0 cl- N 00 0 M N O ct N 00 O N • • o I DESIGN DATE: 07/06/2020 1 REVISION 1: 09/11/2020 REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS 4X4X.125 4X4X.125 ` -12'-1 5"_ 8 8, 2' 11 8 8 j- '3'-0" --6'-7 - 4 2- —IT-4 j",-� _ 0 0 1X3 m m x x N N m m 2X3 m O V) N U) m rn x X x x N N N N 1X3 + 3X2 flo 2X3X.050 DIAG. BRACE TYP. g 6 TT `T_______________i----------------- i_______- i �___._...... I � I 4'-0" MAX. I i I I i i i I 1X3 + 3X2 2X9SMB C.B. �`.4n m m � N x Ln r, un `. Ln to x N N N �`N d' x 2X3 TYP. d 1X3 TYP. --� i v 5'-5 4 6 7 8 13'-10 - 25'-9 - 2'-114'I 1X3 co c G m x m X r, x r' x N 2X3 min 4 1 Z3$ f' 1X3 5 2„—�7'-11 4„--� N O a v. W t O 04 W CD zd E Q W 0 O U O 6 W - 000- W Q LL U .� zry -�-�(Y)� z50 WQ��� <C Q = F- U N ry H O N O z W 0 ry n U J J z LLI W U W LLL U (Yd� cn W Z F= W w W O z o O U ZN� w (D Q 0- w U N IZ z O O a DESIGN DATE: 07/06/2020 REVISION 1: 09/11/2020 REVISION 2: DATE PAGE: DRAWN BY: TCP SCALE: NTS 0 ti ui (2) # 10x3" SMS INTO SCREW • 0 -` I"x7' FASTEN TO COL. (INTERNAL) BOSSES FOR EDGE MEMBER c , w/(2) #lOxl-1/7' SMS, FASTEN TO EAVE RAILS ABOVE w/# 10 1-1/2" SMS :> 24" O.C. AND 6" WITHIN COL. m C TABLE "D" � o BEAM PER PLAN (SLOPED OR FLAT) o o EDGE MEMBER BEAM_ QTY/ SIZE EACH SIDE 2 x 3 (4)/ #12 2 x 4 (5)/ # 12 2 x 5 (5)/ # 12 2x6 (6)/#12 2x7 (7)/#12 2x8 (8)/ #14 2 x 9 (9)/ # 14 2 x 10 (9)/ # 14 12 ° ALUMINUM INTERNAL OR EXTERNAL °° o OR PURLIN o ° RECEIVING CHANNEIw/(4j #lOx.75" o INTO GIRT OR PURLIN & (2) # 14x.75" oo INTO BEAM OR UPRIGHT 0.062 ANGLE ' CLIPS MAYBE USED - S # l Ox BOSSES SMS INTO SCREW BOSSES •� * -`''"' EDGE MEMBER (� BEAM PER PLAN (2) # IOxT OR PURLIN `�' N co I� NOTCHED TO RECEIVE I INTO BEAM 1 J 0 L o COLUMN WITHIN BEAM ' - ------ � j 3 BRACE .. .__.._... _— __----- SMS, (EACH SIDE) INSTALL BRACE � 0.0625" 6063-T6 FLAT PLATE ___ ___ _ ` _ _ __ __ _ ~ QTY/ SIZE PER TABLE "D" TO CORNER w/(8) # lOx.75' SMS, MIN..5" Lu of EDGE DISTANCE, PLATE MAY BE Z Z Q O U FASTENED INTERNALLY TO BRACE PURLIN 0 U U NOTCH PROFILE MAY VARY MEMBER ! TO PERMIT CORRECT #SMS PURLIN J O C ! UPRIGHT. BEAM -SNAP, J _.I 00 O COLUMN PER PLAN SELF MATING, OR HOLLOW MAINTAIN MIN, OF 5/8" SEPERATION '� � J ' � t.J.� LL- r FROM EDGE OF BEAM SMS O.C. Z W DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION DETAIL "C" -GIRT OR PURLIN TO BEAM o ~ H �'cy CONNECTION SCALE: NTS SCALE: NTS OR POST DETAIL SCALE: NTS Z o c LLj Q cr Q Q = i- U N rY �— MINIMUM NUMBER OF TAPCONS INTO CONCRETE & .— 171, N # 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM 2"x2'x.063"- DIM. TO MATCH PURLIN O THROUGH SECONDARY 2" X 2" X 0.125" ANGLES SIZE RECEIVING CHANNEL O 00 (SEE BELOW) (2) #12 SMS INTERNAL TO EAVE RAIL �) 2X4 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. (3) # 12 EACH SIDE INTO PURLINrjUPRlgG'lT L N 2X5 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. FASTEN TOP OF HEADER TO INTERSECTING 2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. Tx2' MEMBER w/(2) # 10 SMS w/l" h) 2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. ( ' PENETRATION INTO SCREW BOSS OF ! 0 2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 7k2 MEMBER - TYP. BOTH SIDES Z 2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S. EAVE RAIL -SEE PLAN2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.EXTRUSION ix2 OPEN BACKTx2"DOOR JAMBEXTRUSIONW SELF -MATING ORI /8''x2"x7'x ANGLE SNAP SECTION TYP. i (2) #1 Ox7'SMS THRU I x2 INTO 0 5032 H-32 ANGLE 'i 1 -------- _------------------------EAVE RAIL EACH SIDE OF COLUMN ry (2) - # 12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP. )� n 1 /4" MASONRY ANCHOR EACH -""------- ------"--- -- ANGLE - EACH SIDE COL. 1-114" MIN. CONC. ANCHOR EMBEDMENT I' FASTEN HEADER w/(2) # 1 Ox3" g INTO SCREW BOSS OF HEADER • e n a I I { 2-1 /4" MIN. CONC. 7' MIN. INCREASE DISTANCE ,I ALTERNATE HEADER CONNECTION I ANCHOR EMBEDMENT WHEN GREATER THAN 2X4 WHEN Z-BAR IS USED- FASTEN ' DETAIL "G" -SLOPED PURLIN SECONDARY ANGLE a e ° UPRIGHT IS USED Z-BAR TO COL/HEADER AT EACH CONNECTION SCALE: NTS CORNER AND 18" O/C n 3000 PSI CONC. SLAB/FTG. 1-1/n 1/16'STRAP 6x6-1Ox10 WWM NOTE (12) # 12x1"SMS (TOP OR BOTTOM) OR FIBERMESH SIDE VIEW @ 1" SPACING C) WHERE PAVERS ARE PRESENT USE 5/16" 1 TAPCON XL (RED HEAD MFG.) MASONRY i ALTERNATE BASE PLATE CONNECTION —! ANCHORS TO PENETRATE UNDERLYING ATTACH 7k7' TO BASE PLATE —1 CONCRETE FOOTING 2-1/4" (MIN.) (INTERNAL) w/(2) # 1 Ox7' SMS ' n7' EDGE BEAM z it \ Z 1 /4" MASONRY ANCHOR I — Ll.l ~ AT EACH ANGLE 1 (2) - # 12 SMS I ATTACH BASE PLATE TO 2k7' W w/(2) # 10x3" SMS INTO SCREW Z PUR�1N �! IY 1L 1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL) NAl BOSS OF BASE PLATE I U W 2 9 1 x2 BASE I w -2 i I , i 2 Q SLAB (BEYOND) { to Ll.l z I (2) #lOx3"SMS � _ INTO SCREW BOSSES 1"x2' FASTENED TO COLUMN W O �' I"x2'BASEPLATEANCHORED ( CONNECTING EDGE w/(2)#10xl-1/2'SMSINTO ).j,J O F 4- TO CONC w/ 1 /4" MASONRY BEAM TO PURLIN SCREW BOSSES FOR SMB Or z Q N e e o ANCHOR 6" MAX EACH SIDE — DR SNAP COLUMN z J ° o OF POST AND 24" O.C. MAX n ` Q 1-1 /4" CONC. EMBEDMENT TYP.r1l. ° ° .. d W (D N dWHERE 1X21NSTALLEDTHROUGHOUT ae1"x2'SNAPZ O O AN "OPEN VIEW'SPACING TO BE • • • " • NOTCH COLUMN AS REQ'D. U ¢. 3000 PSI CONC. L 6 , . REDUCED TO 18" O.C. (MAX.) e • COLUMN PER PLAN SLAB/ FTG. 1 /4" TAPCON (RED HEAD MFG, OR EQUAL) WITHIN C OF DESIGN DATE: 07/06/2020 6x6-IOx10 WWM FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING OR FIBERMESH REVISION 1: 09/11/2020 DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "I'" - DOOR JAMB & HEADER ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE PAGE: UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS PURLIN CONNECTION SCALE: NTS DRAWN BY: TCP SCALE: NTS GV O GIRT FASTENED INTERNALLY AT EACH END 1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET w/ # l0x1.5" EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE TO BEAM w! Tx7"xi/8" ANGLE (2) # 12 SMS 0.125" MIN., LONG LEG SHALL BE 0.072" MIN.) INTO BEAM & (2) # lOx1.5 THRU ANGLE INTO Q EACH BEAM w/(2) # 12x3/4" SMS @ 1" SPACING W GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL d.., ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM 7p v� LOCATION. ,N w 050' GUTTER STIFFNER 2"x7'xl/8"ANGLE FASTEN TO FASCIAw(2) ®-' wJ(2) # 12 SMS # 12xT WOOD SCREW LL} EACH LEG FASTEN TO GUTTER w(2) # 12 SMS GUTTER 0 1- ` EXISTING HOST STRUCTURE BRACE o '� (DESIGNED BY OTHERS) WHEN BEAM & PURLIN p 0 HIT ON CORNER - BEAM o FASTEN OUTSIDE OF L(2)12 SMS (2) # 14 WOOD SCREWS @ I" BEAM &PURLINo SPACING a EACH GUTTER BRACKET w(1/8"x2"x2"ANGLE �✓ "- N0 & (1) @ 18" O.C. MAX.& (4) # 12 SMS EACH LEG O C) MIN. EMBEDMENT SHALL BE 7' _ (9) # 14x3/4" SMS rJ �- <L:- V co m ~ CLOSE BOTTOM OF / I �o o 1 /8" PLATE ON 45° ANGLE E W BEAM WHEN TRIMMED / FOR BEAM OVER 2x5 OR 1 /8'k2k7' ANGLE w/(4) _ z Z Q O U .044 RECEIVING CHANNEL,-/ #12 SMS INTO EACH FASTEN w!(2) # 12 SMS .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERSECTING MEMBER 0 0 0 0 0 �_ i.i U EACH SIDE OF BEAM INTERNALLY w/(2) # 12 SNAS FASTEN INSIDE CORNER ALTERNATELY 2x2xil8" ANGLE BELOW GIRT, (2) # 14 SMS INTO (BEAM TO PURLIN) o O (3 BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER w/ 1 /&xn7' ANGLE - O co w/(2) # 12 SMS ° INTO EA. MEMBER -� SIDE VIEW (BEAM & PURLIN) EYEBOLT FOR ui < ILL U-) •L OPTIONAL GIRT o CABLE TENSION Z 'L N PERIMETER uj ✓✓✓✓ �- 0) a) #10 SMS WITHIN 6" DETAIL"M" BEAM & PURLIN TO GUTTER FRAMING I/&' STAINLESS STEEL & 24" O.C. MAX. BRAIDED CABLE Z C O FASTEN GUTTER TO CONNECTION SCALE: NTS G FASCIA w(# 14x2" WOOD SCREW 18" O.C. W < J "t Qi ry �y (2) #12SMS DETAIL "I-2" CABLE CONNECTION Q _ AT CORNER SCALE: NTS G o RACE I ~ 0 N (2) # 14x2" Q co 2x2xl/8" ANGLE WOOD SCREW EA. SIDE OF BEAM n- w/(2) # 12 SMS BRA STAINLESS STEEL r EACH LEG EACH SIDE BRAIDED CABLE FASCIA (Tx6"MIN. EXISTING) (2) #14 WOOD SCREWS 40° MIN. (2) # 12 SMS INTO FASCIA 60° MAX. STRUCTURAL GUTTER b 2"x7k1/8"ANGLEw/(2) GIRT a • z TOP VIEW # 12 SMS EA. LEG ° ' • p - DETAIL "H" BEAM TO GUTTER CONNECTION SCALE: NTS ° 3000PSI CONC. 3"A.S.T.M.A-36STEEL CLIP SMB ♦ 6x6-1Ox10 WITH (2) 3/8"x3" SLEEVE ANCHORS O -' W WM OR FIBERMESH FOR PAVERS (2) 1 J4"x6' TAPCONS r/ THRU PAVERS INTO FOOTING 0 o GIRT I F o 0 aF 011(8" STAINLESS STEEL BRAIDED CABLE F o 1 /8'k7'x4"STRAP 40° MIN. (2) # 12 SMS INTO BEAM STRUCTURAL GUTTER 60° MA0 (2) #12 SMS INTO GUTTERSIDE VIEW° •a°00 F3/16'-5052-H32 GUSSET INTERNAL OR EXTERNAL GIRT 3000 PSI CONC2 x 10 SMB ILLUSTRATED (2) GUTTER BRACES _I EACHw/(2) # 12 SMS 6x6-1Ox10 3/8" DIA x 3" EMBED _J FASCIA INTO GUTTER & (2) # 14 W WM OR FIBERMESH CONC. SCREW ANCHOR 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 8-1 TABLE B-1 BEAM SIZE COL. TO BEAM QTY SMS/ SIDE OF COL. BEAM TO BEAM QTY SMS/ EA. FACE/SIDE 2 x 4 (5) #12 (9) #12 2 x 5 (5) #12 (9) #12 2 x 6 (7) # 12 (9) #12 2x7 (10) #12 (10) #12 2x8 (12) #12 (14) #12 2x9 (14) #14 (14) #14 2x 10 (16) #14 (15) #14 N WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) Z W n2'M /8" ANGLE w/(2) # 12 SMS EA. LEG ° BRACEE 1/8" STAINLESS STEEL BRAIDED CABLE 40° MIN. w U U J W LL 60° MAX. � � d i �w (2)#12SMS �O W w W Z H (� C� m ° W o U) p (n SMB <. o Z Q z N_j ° � w UNd — z O 1 /3k2x4" STRAP GIRT 3000 PSI CONC. 00 of d (2) # 12 SMS INTO BEAM STRUCTURAL GUTTER 6x6-10x10 1.5'k5.5" ALUM. STRAP DESIGN DATE: 07J06J2020 (2) # 12 SMS INTO GUTTER W WM OR FIBERMESH w/(2) 3/8" DIA. x 3" TOP VIEW MASONRY ANCHOR -- DETAIL DETAIL 1" CORNER CONNECTION (TAPCO O I REVISION 1: 09/11/2020 DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL 1-1" CABLE CONNECTION REVISION 2: DATE PAGE: SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: TCP SCALE: _ NTS 3/16" 5052-1-132 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 / oo moo\ o 0 0 0 0 1 1/4" (TYPICAL) o0 518p 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 1" X 2" O.B. FASTENED TO CORNER POST W/ #12 X 1 1/2" SMS AT 6" FROM 'ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. 1" INTO EACH II DICATED 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) 3/8" DIA CONCRETE SCREW ANCHOR INTO CONCRETE 6" 7-7 2 318 �ZglB 5 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. 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 X& C-C FASTENER SPACING) x2x0.0 fyACE (TYP.) K-BRACE LATERAL "K"-BRACING CONNECTION DETAILS GUSSET PLATE PER E-SERIES PURLIN DETAIL #2 3" x 2" x 0.050" MIN., 6063-T6 ALLOY PLATE DR STRONGER (ONE SIDE) (3) - 912 x 3/4" S.M.S., EACH SIDE AS SHOWN (1/2" MIN. PLATE EDGE DISTANCE & C-C FASTENER SPACING) (2)#10X11/2"SMS _ THRU SCREW BOSSES 2va Ml4CONC t CHOR E BEDME SLAB/FOOTING NOTES: SEE PLAN 1. CONNECTION DETAIL AT EAVE RAIL SIMILAR SIDE VIEW CORNER K-BRACE DETAIL SCALE: N.T.S. SELF MATING CONTRACTOR TO INSTALL (2) #14 X 2" SMS THRU BRACE INTO BEAM THRU GUSSET PLATE CORNER POST K-BRACE Ix2x0.093 BRACE (TYP �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 (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 E1CORNER POST W/ 1" X 2" @ ,_ _BACKSIDE FRONT VIEW 3/8" X LENGTH AS REQUIRED FOR 2 1/4" EMBED CONCRETE SCREW ANCHOR INTO CONCRETE 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 %, f 2 x 3 x 0.070 CHAIR RAIL O O p `. \ \I — ------ O O O i O GIRT (CHAIR RAIL) K-BRACE _ i O O I 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 (3) 114" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST 2"x2" FASTENED TO CARRIER BEAM w/(2) # 10xi-1/2' SMS INTO SCREW BOSSES EACH END © CARRIER BEAM 0 — Y'x2' MEMBER FOR SCREENING VARIES HORIZONTAL BEAM ON ITS SIDE POST (IF REQUIRED) 2"x2"xO.125" 2" FOR SINGLE RECEIVING CHANNEL HORIZONTAL BEAM OR ANGLE EACH SIDE 4' FOR DOUBLE HORIZONTAL (6) # I0x0.75" SMS BEAM OR 4"x4" EACH SIDE 6" FOR TRIPLE HORIZONTAL BEAM OR 6X6 (12) # 1 OxO.7S' SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE CARRIER BEAM TO POST DETAIL SCALE: NTS CARRIER BEAM I 2'x2'k0.125' RECEIVING CHANNEL ROOF BEAM (SLOPED OR FLAT) (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION TO CARRIER BEAM 1"x2' MEMBER FOR SCREENING 3/4" SMS SEE TABLE FOR SCREW SIZE/ QUANTITY (TYP. EACH SIDE) (2) ROWS OF 3/4" SMS SEE TABLE #1Oxl-1/2'SMS OIs. FOR SCREW SIZE/QUANTITY O.C. MAX CONNECTING TO 1"x2" CARRIER BEAM NOTE: FOR DOUBLE OR TRIBLE CARRIER # lOxi-1/2' SMS' 18" BEAM, OUTSIDE WEBS SHALL OVERLAP O.C. MAX CONNECTING 4x4 POST OR NOTCH POST AS ABOVE TO 1'k2" POST 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) 1/4" DIA. MACHINE BOLTS w/ WASHERS Cd� 2' FROM EDGE 2' FROM EDGE OF SLAB/ FTG. OF SLAB/ FTG. TOP VIEW (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 3'k3'k0.125 ANGLE 3000 PSI CONC. SLAB/ FTG. FRONT VIEW 6x6-10x10 WWM OR FIBERMESH 3"x3" POST CONNECTION DETAIL SCALE: NTS 2'x SMB (SEE PAGE-2 (2) 3/8" DIA. EXPANSION BOLTS FOR SIZE) SEE NOTE # 1 THIS PAGE FOR BOLT PLACEMENT (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS ® ® 2' FROM EDGE 2' FROM EDGE OF SLAB/ FTG. OF SLAB/ FTG. TOP VIEW 3'k3" POST STITCH w/(2) (SEE PAGES) # 12x3/4" SMS FOR SIZE) @ 12" O.C. (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2 TOTAL PER POST/SMB CONNECTION) 2'x_ SMB (2) 3/8" DIA. EXPANSION BOLTS (SEE PAGE-2 SEE NOTE # 1 THIS PAGE FOR SIZE) FOR BOLT PLACEMENT 3"x3"x0.125"ANGLE 3000 PSI CONC. SLAB/ FTG. FRONT VIEW 6x6-1Ox10 WWM OR FIBERMESH 3"xX 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 2-1/7' 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 SIZE QUANTITY/SIZE LEG TO BEAM E/S QUANTITY/SIZE 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 (10) # 12 OR (4) # 16 2x7 (6) # 14 OR (4) # 16 (12) # 14 OR (4) # 16 2x8 (7) #14 OR (4) # 16 (12) # 14 OR (6) # 16 2 x 9 (8) # 14 OR (5) # 16 (14) # 14 OR (6) # 16 2 x 10 (9) # 14 OR (6) # 16 (14) # 12 OR (7) # 16 (2) 1 /2" DIA. EXPANSION BOLTS SEE NOTE #2 TF FOR BOLT PLA 3-3/4" FROM OF SLAB/ FTC (3) 1/4" DIA. MACHINE BOLTS w/ WASHERS (2) 1 /2' DIA. EXPANSION BOLTS SEE NOTE #2 THIS PAGE FOR BOLT PLACEMENT 3000 PSI CONC. SLAB/FTG. 6x6-IOx10 WWM OR FIBERMESH (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU POST CARRIER BEAM &POST TOP VIEW CARRIER BEAM (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST POST (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST CARRIER BEAM (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS 4" DIA. MACHINE (4) 3/8"xC TAPCON THRU S w/ WASHERS BOTTOM LEG OF ANGLE INTO CONC. (3) 1/4" DIA. MACHINE BOLTSw/WASHERS 2 33/4"FROM EDGE OF SLAB/ FTG. 3-3/4" FROM EDG 1" OF SLAB/ FTG. TOP VIEW 4"x4" POST (SEE PAGE-2 FOR SIZE) 2'x,f x0.125 ANGLE FRONT VIEW 4"x4" POST CONNECTION DETAIL SCALE: NTS TOP VIEW 0 Mx � Ate. W O ' � N L0 co F- co zQ z=o E 0 rY ry' p U LIB J O 00 - J O� W (Y*) C: WQOJ't� ry i Q Q Fes- U O CD o J 0 N co t` 0 M w U U N 0 v- N 00 0 N (3) 1/4" DIA. MACHINE COLUMN PER PLAN BOLTS w/ WASHERS 1 /8" x2'x2'x3-3/4" (LENGTH) ANGLE (4) 3/8'k4" TAPCON (INTERNAL) U THRU BOTTOM LEG OF ANGLE INTO CONC. Z ° U w Cn 0_ } U) wZ1_ 3000 PSI CONC. w J U SLAB/ FTG. FRONT VIEW Ix W o w- 6x6-1 Ox 10 WWM O Z O75 q N OR FIBERMESH 4X4 COLUMN ALT. BASE ATTACHMENT F— ¢ 0 Z w CD Q DETAIL SCALE: NTS z o- Ill O N 0_ O o � a DESIGN DATE: 07/06/2020 REVISION 1: REVISION 2: PAGE: DRAWN BY: TCP SCALE: NTS