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HomeMy WebLinkAboutSURVEY AND PLANSVie SCANNED _ --- --- - -- -- MIN. SETBACK REQo- - -- -- --��P -� St. Lucie Coantv CNR SIDES •aB ZNG. y TECH. / 4. �\ r Ao k9 09 Ow IA Ol 43. e.r Z- 5, B/oc%F39 ILE C PY .q 0 �IN C � G TC> T N T P.[_ A i- Fib' E RE O F ,9 /e�coR�EO /u .�'LAl' Boof� !! •SAGE `� -L✓-s4la F�E�Q�Qa� of ST. GIJC/E COGiN7'Y 1 - MAl,?I E G • � .4ALPf! f!-, .CjUC s-OJ� GENERAL NOTES - 1. DESIGN CRITERIA: ALUMINUM SPECIFICATIONS: APPLICABLE CODES, REGULATIONS_8_SIANDARDS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & SPECIFIED. 2. ALL SELF MATING EAM SECTIONS ARE TO BE STITCHED WITH CHAPTER 23 WOOD. #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. R SF�7 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 3. NDSE TI 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 47THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS r 4. AC1318 CONCRETE REFRENCE MANUAL. (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 5. PCI PRECAST & PRESTRESSED CONCRETE. INCHES. I 6. AA ASM 35 & AA ADM 1 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 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. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: I. PORTLAND CEMENT TYPE 1 - ASTM C 150 11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33 III. AIR ENTRAINING +/- 1 % - ASTM C 260 IV. WATER REDUCING AGENT - ASTM C 494 V. CLEAN POTABLE WATER VI. OTHER ADMIXTURES NOT PERMITTED B. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 11. WELDED WIRE FABRIC - ASTM A185 C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. F. PRIOR TO 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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG.) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE VX2" 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 SMB UNLESS OTHERWISE INDICATED RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 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. LEGEND: (ALL MAY NOT APPL SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW O = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOW SIP = SOLID INSULATED PANEL CT = CABLE TIE SG = SUPER GUTTER CS = CLEAR SPAN KB = KNEE BRACE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.044" 2 x 4: 2"x4"x0.044" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2"x0.044" 1 x 3: 1 "x3"x0.044" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.050" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"0.045" 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"4.398" NOTE: AS INDICATED ABOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. SCANNED By St. dude C"GaIn `/ mw 00 �Q O zLu ?il. cn O co > I-- _1 w H 0 y ©0 4 U z :D Z)O o ��U) Dom a.0 N'w00 zZ ,wW Qz J ,.w. ,w., W z O I�wwag� tnofo�Dacn V _z W z � V W 0 0 ILL _Z 2 J Q U) LL1 o Z O U) F_ z D J f •- 2 Q L0 ,It 00 0) co . co U p U 0 M � LI.. Lo ' L r- a) --- co c I-- ''-0) 0d N 2 U Of a. N 0 0 to w c� ao � r 0 ui N co 0 co U U ti 0 0 0 N co T_ w � J QU- Q -� QU OfD J Z I- Q Z DLO Y � d I DESIGN DATE: 07/26/2018 REVISION 1: DATE : FILE COPYREVISION 2: DATE PAGE SCALE: NTS WALL HEIGHT PER PLAN --moo p •O pg� -----i------------I \ ^ m O I w I\ TO ~ I \\ O rn 11� 2X3 2X6SMB 2X6SMB 2X6SMB N X J - (Xj N 2X6SMB 2X6SMB 3'-0" n m m m CONTRACTOR: D m < < Ln cn G) STONES ALUMINUM 0 ZZo 0 z m Z cn O -i O m PROJECTADDRESS: o 8 KLAAS 151 NE NARANJA AVE, a fV m PORT ST LUCIE, FL u n ❑ u --6'-1 2----6'-1 2---6'-1 2-8'-1 2 2X2 O �' X N N _ ., X X 'cn i co � U� cn i 1 X2 W W 24'-6" I N N /2X8SMB I I I N N X I I I I I I I I I N � 2X8SMB J' 2X8SM B I I I I I I I I I I I I I I I o _ I I X N N i N N X N N 2X8SM B I I N N I I I I I I I I I 2X8SM B I N I I N X N NI 2X2 I I 1X2 X X X cn co O \` 00 - 2X2 00 \\`9 X2 2 +-6'-1 �6'-1 2 1" 8'-1 2 GU P. SCE S Fs '% No.60102 I = FLORIDA ENGINEERING LLC 4456 TAMIAMI TRAIL UNIT B14 STATE OF 4�- PORT CHARLOTTE, FLORIDA 33980 (941) 391-5980 / A\- ` www.flengineeringllc.com PROJECT NO. 1820007 CTE: ig E. Gund rson, P.E. #60102 CA CERT. #30782 O7/26/2018 1 FLASHING *HORIZONTAL OR SLOPED 1"x2" FASTEN TO COL. (INTERNAL) , W/(2) #10x1-1/2" SMS, FASTEN TO - EAVE-RAttS AS - 24" O.C. AND 6" FROM END. - I o TABLE D o I BEAM QTY EACH SIDE/SVE I I o ° I ° o 2 x 3 4/12 _ oI 2 x 4 5l12 i I_ BEAM PER PLAN 2x6 6/12 i i \ 2 x 7 7/12 SMS, (EACH SIDE) I QTY PER TABLE D 2 x 8 8/14 2 x 9 9/14 1 NOTCH PROFILE MAY VARY TO PERMIT CORRECT # SMS 2 x 10 9/14 I COLUMN PER PLANS MAINTAIN MIN, OF 5/8" SEPERATION FROM EDGE OF BEAM SMS O.C. DETAIL E - UPRIGHT TO BEAM CONNECTION SCALE: NTS NOTE: IF PAVERS ARE PRESENT,CONCRETE ANCHORS SHALL PENETRATEINTO FOOTING 2-1/4" MIN. (TYP.) NOTE: WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION MIN 2-1/4" INTO STRUCTURAL FRAMING BENEATH (TYP.) TABLE "B" SECONDARY ANGLE SCHEDULE UPRIGHT QTY. TAPCON/ SCREW 2X3 0 2X4 1/2 2X5 1/2 2X6 2/ 4 2X7 2/ 4 2X8 3/ 6 2X9 3/ 6 2X10 4/ 8 #10x3" SMS INTO - ---- ---- o - EDGE MEMBER o ° o ALUMINUM INTERNAL OR EXTERNAL OR PURLIN O ° RECEIVING CHANNEL w/(4) #10x.75" o INTO GIRT OR PURLIN & (2) #14x75" INTO BEAM OR UPRIGHT 0.062 ANGLE CLIPS MAYBE USED ITO- I - --EDGEMENIBER— i :� I I 11 OR PURLIN PURLIN BEAM BRACE 0.0625" 6063-T6 FLAT PLATE -- ---- w/(8) #10x3/4" SMS, MIN. 1/2" INSTALL BRACE I EDGE DISTANCE, PLATE MAY BE TO CORNER i ---- ----- FASTENED INTERNALLY TO BRACE UPRIGHT, BEAM -SNAP, PURLIN SELF MATING, OR HOLLOW 1/8"x2"x2"xANGLE i SELF -MATING OR SNAP SECTION TYP. 5032 H-32 ANGLE PER PLAN 2 - #12 SMS INTO COLUMN I i 1 "x2" O.B. BASE PLATE-TYP. 1/4" MASONRY ANCHOR EACH o ANGLE - EACH SIDE o I 2.1/4" MIN. CONC. COL. o o I ANCHOR EMBEDMENT 2" MIN. WHEN GREATER THAN 2x4 UPRIGHT IS USED SEE TABLE "B" SECONDARY t, ", , , , " , " " , , , , ", , , ANGLE SCHEDULE " " 3000 PSI CONC. SLAB/ FTG. 6x6-1Ox10 SIDE VIEW WWM OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE ­ 2 -#12 SMS 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ 1x2 BASE 2 @ SLAB (BEYOND) . % . 3000 PSI CONC. SLAB/ FTG. 6x6-toxto FRONT VIEW WWM OR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. TW" BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX DETAIL "D" - ROOF BRACING CONNECTION DETAIL SCALE: NTS PALL MEMBERS PER PLAN 'MEMBERS VARY PER PLAN FASTEN TOP OF HEADER TO INTERSECTING MEMBER W/(2) #10 SMS wit" PENETRATION INTO SCREW BOSS OF MEMBER - TYP. BOTH SIDES DOORJAMB PER PLAN FASTEN HEADER w/(2) #10x3" INTO SCREW BOSS OF HEADI ALTERNATE HEADER CONNECTION WHEN Z-BAR IS USED - FASTEN Z-BAR TO COUHEADER AT EACH CORNER AND 18" 0/C ALTERNATE BASE PLATE CONNECTION ATTACH MEMBER TO BASE PLATE (INTERNAL) w/(2) #1Ox2' SMS ATTACH BASE PLATE TO MEMBER w/(2) #10x3" SMS INTO SCREW BOSS OF BASE PLATE -� 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN & 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" - DOOR JAMB &HEADER CONNECTION SCALE: NTS III i MEMBER c DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS #10x2" SMS INTO REW BOSSES 2"x2"x.063"- DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLIN EAVE RAIL - SEE PLAN 1x2 OPEN BACK EXTRUSION (2) #10x2" SMS THRU 1x2 INTO EAVE RAIL EACH SIDE OF COLUMN DETAIL "G" - SLOPED PURLIN CONNECTION SCALE: NTS (12) #12x1" SMS @ 1" SPACING t 2"x2" EDGE BEAM . (2) #10x3" SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN ALTERNATE DETAIL"G" SLOPED PURLIN CONNECTION SCALE: NTS ... . .. 4* ZO - O O �= n 00 w H ¢ z= N a / �� /�� ' ........• O� W t" W pp \\�� J O m 00 00 0 J rn UI cM z U Q U p U LLI 0 00 W < LL L N LLJ ~_ M C zo�� J N W Q00 PURLIN 0 < U �-- o r0 O_ N LL 00 UPRIGHT 1-1/2"x 1/16" PLATE (TOP OR BOTTOM) POwlll 1 "XP FASTENED TO COLUMN w/(2) #10x1-1/2" SMS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN 1"x2" SNAP NOTCH COLUMN AS REQ'D. COLUMN PER PLAN W > J Q z_ <- z — U J W 1) J Q W Q W z I-- U W Z O o Q z h- I- cn 0 _j,�0 W YT-IL Ov la DESIGN DATE: 07/26/2018 REVISION 1: DATE PAGE: REVISION 2: DATE 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) #10xl-1/2" THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER _ 2"x2"xl/8" ANGLE w//21 #12 SMS- BEAM o CLOSE BOTTOM OF BEAM WHEN TRIMMED 044 RECEIVING CHANNEL, FASTEN w/(2) #12 SMS EACH SIDE OF B #10 SMS WITHIN 6" OF BEAM & 24" O.0 2x2xl/8" ANGLE EA SIDE OF BE w/(2) #12 SMS EACH LEG EACI FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION .050" GUTTER STIFFNER FASTEN TO FASIA w(2) #12x2" WOOD SCREW FASTEN TO GUTTER w(2) — #12 SMS - - — — -- — --- — 0 WHEN BEAM & PURLIN HIT ON CORNER - F� (2) #14x2" WOOD FASTEN OUTSIDE OF (2) #12 SMS SCREW 18" O.C. BEAM & PURLIN w/ 1/8"x2"x2" ANGLE `FOR BEAM OVER 2x5 .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY w/(2) #12 SMS ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER SIDE VIEW TOP VIEW DETAIL"H" SCALE: NTS 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 "ALTERNATELY SEE PAGE 5 0 0 0 0 0 ° FT ° 0 0 0 ° j F� ° °I 0 0 ° of 0 `\\° ° \ o F F \° \\ o)• ° F 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 3/16"-5052-1­132 GUSSET INTERNAL OR EXTERNAL (2X10SMBILLUSTRATED) TABLE B-1 BEAM SIZE COL. TO BEAM QTY SMS/ SIDE OF COL. BEAM TO BEAM QTY SMS/ FACElSIDE 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: NTS FASTEN INSIDE CORNER (BEAM TO PURLIN) wl 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA. MEMBER "ALTERNATELY SEE PAGE 5 (BEAM & PURLIN) (9) #10x2" SA DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS OR PLAT E ON xL ANGEw/45* LE #12 SMS INTO EACH INTERSECTING MEMBER (2) #14 WOOD SCREWS (2) #12 SMS INTO FASCIA 18" O.C. 4 PERIMETE 2x2xl/8" ANGLE FRAMING #12 SMS EA. LEG/(2)��GIRT\ SMB ° 1/8")0x4" STRAP (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUTTER GIRT SIDE VIEW , STRUCTURAL GUTTER (2) GUTTER BRACES EACH w/(2) #12 SMS INTO GUTTER & (2) #14 WOOD SCREWS INTO FASCIA DETAIL "1-2" CABLE CONNECTION AT CORNER SCALE: NTS 40° MIN. 60° MAX. v U_ _= Z.'Z C3 c:) O W O' _ Q- W v>..� o Z CUD -A m co UI M co Zz p O U U W J Oao W LL LO . E- z L W o z :2 0 c' W ac � ABLE TENSION � U 1/8" STAINLESS STEEL BRAIDED CABLE (o L O O LL 3000 PSI CONC. 6x6-10x10 WWM OR FIBERMESH N O W n. 00 � O W ILU N r 0 M W U U rl- O O O N OD V_ d Z U W O GIRT 1/8"x2"x4" STRAP GIRT (2) #12 SMS INTO BEAM (2) GUTTER BRACES ., ............ .................... (2) #12 SMS INTO GUTTER FASCIA EACH w/(2) #12 SMS INTO GUTTER & (2) #14 4" MIN. SLAB lz WOOD SCREWS INTO FASCIA WFOOTING 3/8" DIA x 3" EMBED 2 ANGLE w/(2) ° CONC. SCREW ANCHOR (TAPCON OR EQUAL) #12 SMS EA LEG #1 o w 3000 PSI CONC. 6x6-10x10 Q J (2) #12 SMS 40° MIN. W WM OR FIBERMESH Z < LL 60° MAX. W U SMB Q 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM GIRT o W Ld w Z F uJ U) (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER TOP VIEW 4" MIN. SLAB v O F_ DIf Q O w/FOOTING 1.5"x55'ALUM.STRAP I- U .J L'o w/(2) 1/4" DIA x 2-1/4" H (!) y r a. MASONRYANCHOR Z p (TAPCON OR EQUAL) O a DETAIL "L" CORNER CONNECTION DESIGN DATE: 07/26/2018 SCALE: NTS DETAIL 1-1" CABLE CONNECTION AT FOUNDATION SCALE: NTS REVISION 1: DATE PAGE REVISION 2: DATE /� 4 SCALE: NTS