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HomeMy WebLinkAboutBUILDING SITE PLANSGENERAL NOTES 1. DESIGN CRITERIA: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2-ASCE 7-10. & SE17 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 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. 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 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 POTABLE 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. w 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. ALUMINUM SPECIFICATIONS: OTHERWISE SPECIFIED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 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 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS 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" .`vVOOD 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 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. - - T ��\............ N .O O J ST. LUCIE COUNrY- RECEIVE® BUILDING DIVISI_ (D : U co Lu = Q o c REVIEWED-_ : � o � � 1 ,�,.� FOR COMPLI SEP 8 CJi �EVIEWED BY �' -' �bd, , r o ATE �11 Z5 r ST. Lucie County, Permitti g PLANS AND PE MIT ' . F w w MUST-SE.KEP-TON-JOB -_- - _OR- ROO INSNECTIONI WILL BE MADE 2. 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. 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. 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. 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"xO.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"xO.092"xO.398 :, NOTE: AS INDICATED ABOV MEMBER PROFILES ARE IN IN INCHES. O co ze�mUs�• LU a �wO>- © f r,V J co 00 J M co z Z ap o U LU p 0 00 U 0) LLJ < W Lo .L N W I-- M z 0�� LLI Q 0, Q U 2 O Ln o J LL tZ N 00 I- C) w U U O 00 ti 00 T_ SCANNED BY St:Eude County Z_ 0 LL �W �U .J W cn LU w O D- o Z ¢ O I- ��ry N 9 < M 0 U O a DESIGN DATE: 07/09/2018 REVISION 1: DATE PAGE: /� I REVISION 2: DATE SCALE: NTS WALL HEIGHT PER PLAN---�-o O °O � T ° \ m I I v I \ � O I \ \\\\ m I I I I \ N 11'-011 4X4X.125 N TN W 2X3/1 X2 \ 2X3 \ W � ' 2X7SMB � W N � -G 2X8SMB ---� J � I � 2X7SMB I i i i 2X3 E---.�- T-0" co ;o ;o o CONTRACTOR: m co Fn CD 5 STONES ALUMINUM 5 Z 5 Z z o N � � m Z (D -Di o PROJECTADDRESS: m m ::I o 8 VARN 3725 GORDY RD, D IV rrnn FORT PIERCE, FL �- T-0"---�— T-0" — — T-0" 6-6" 2'-0" 1X4 1X2 i x W 2X3 2X3 0 'O i N x v A A � N �'' N cn cn � X �X N i i W W c W ' 2X3 1 X2 21'-0" 2X3 N x W N x W 2X6SMB tQ N N ji X x x li N W (> W lix O CD 0 2X7SMB it 9: b IW II n W 2X6SMB 2X3 34'-0" 13'-0"�{ 1'-0" O/H 0 OW YL � OCnO/ x ITViF.�N1 j ua:m� •,�m�-Dx zW z m r 1X2 2X3 N X V 46 x N N \ \ � � X Cxn 2X3 w 2X3 \'PX2 1 X2 T-0" T-0" 6-6"--i-6-6" O 07 N �P O c n O C m x N � W N 2'-0" `.���Q� • �� C E NSF sp \ No. 60102 FLORIDA ENGINEERING LLCM cc_ 4456 TAMIAMI TRAIL UNIT B14 SATE OF GV; PORT CHARLOTTE, FLORIDA 33980 (941) 391-5980 S� www.flengineeringllc.com i rai E. Gund rson, P.E. #60102 PROJECT NO. 1817810 CA CERT. #30782 DATE: 07/0 /2018 I� I FLASHING 1"x2" FASTEN TO COL. (INTERNAL) W210x=17FASTTO/t12M , EAVE RAILS ABOVE W/ #10X1-1/2" SMS 24" O.C. AND 6" FROM END. BEAM QTY EACH SIDE/SIZE 2x3 4/12 2x4 5/12 2x5 5/12 2x6 6/12 2x7 7/12 2x8 8/14 2 x 9 9/14 2 x 10 9/14 o 0 0 O 0 o o 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 (fYP.) `HORIZONTAL OR SLOPED COLUMN WITHIN SMS, (EACH SIDE) QTY PER TABLE D NOTCH PROFILE MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLANS 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 2M 3/ 6 2X10 1 4/ 8 NTO BEAM BEAM — INSTALL BR/ TO CORNER SELF -MATING OR 1/8"x2"x2"x ANGLE SNAP SECTION TYP. 5032 H-32 ANGLE iPER PLAN 2 -#12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP. 1/4" MASONRY ANCHOR EACH o o ANGLE - EACH SIDE COL. o " 2-1/4" MIN. CONC. ANCHOR EMBEDMENT 2" MIN. WHEN GREATER A . .... ....... THAN 2X4 UPRIGHT IS USED SEE TABLE "B" SECONDARY ANGLE SCHEDULE 3000 PSI CONC. SLAB/ FTG. 6x6-10x. SIDE VIEW WWM OR FIBERMESH 1/4" MASONRY ANCHOR AT EACH ANGLE 2 - #12 SMS 1/4" TAPCON 2 @ 1x2 BASE L (RED HEAD MFG. OR EQUAL) 2 @ SLAB (BEYOND) 1'x2" BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY ANC HOR 6" MAX EACH SIDE ....... OF POST AND 24" O.C. MAX 3000 PSI CONC. SLAB/ FTG. 6x6-10x10 FRONT VIEW WWM OR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: N.T.S. EDGE MEMBER o o o ALUMINUM INTERNAL OR EXTERNAL OR PURLIN o I I RECEIVING CHANNEL wl(4) #10x75" INTO GIRT OR PURLIN & (2) #14x.75" o 0 I INTO BEAM OR UPRIGHTCLIPS 0.062AYBE USED BRACE PURLIN DETAIL "D" - ROOF BRACING CONNECTION DETAIL SCALE: NTS EDGE MEMBER OR PURLIN 0.0625" 6063-T6 FLAT PLATE w/(8) #10x3/4" SMS, MIN. 1/2" EDGE DISTANCE, PLATE MAY BE FASTENED INTERNALLY TO BRACE 'ALL MEMBERS PER PLAN `MEMBERS VARY PER PLAN FASTEN TOP OF HEADER TO INTERSECTING MEMBER w/(2) #10 SMS w/1" PENETRATION INTO SCREW BOSS OF MEMBER -TYP. BOTH SIDES DOORJAMB PER PLAN FASTEN HEADER w/(2) #10x3" INTO SCREW BOSS OF HEADER ALTERNATE HEADER CONNECTION WHEN Z-BAR IS USED - FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18" O/C ALTERNATE BASE PLATE CONNECTION ATTACH MEMBER TO BASE PLATE (INTERNAL) w/(2) #10x2" SMS ATTACH BASE PLATE TO MEMBER w/(2) #10x3" SMS INTO SCREW BOSS OF BASE PLATE -_ > PURLIN 4 UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW III 5 MEMBER < DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS r: �`............................. 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 #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 2"&' EDGE BEAM \ (2) #104" SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN ALTERNATE DETAIL"G" SLOPED PURLIN CONNECTION SCALE: NTS \\\\\\\I\\1111111111//////�ii �V - Z : co o LL 6 . O J/ _ p W = CO Q H z= v> z° W b ... .....PROF 00 m � . f� n ~co co Z_zo 0 U lo� U O _ w J OJ c W Q LL Lo , T- N W CD Ch c: W N 004�— L== Q PURLIN < 0 U O� o LL UPRIGHT 1-1/2"x 1/16" PLATE (TOP OR BOTTOM) 1"x2" FASTENED TO COLUMN w/(2) #10xt-1/2" SMS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN 1"X2" SNAP NOTCH COLUMN AS REQ'D. COLUMN PER PLAN N 0 W d 00 c .y U) No - O W N 00 rl- m F- W U U O 00 CO T_ z_ p LL W J nf vim) W W Of G- D z OCN Q �L0r' Qr-- I— () O W LLI 1>MLL D w J (- DESIGN DATE: 07/09/2018 REVISION 1: DATE PAGE: 3_ REVISION 2: DATE SCALE: NTS GIRT FASTENED INTERNALLY AT EACH END w/#10xl.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 w/(2) #12 EACH LEG BEAM ° o 0 CLOSE BOTTOM OF o o BEAM WHEN TRIMMED .044 RECEIVING CHANNEL, FASTEN w/(2) #12 SMS 'FOR BEAM OVER 2x5 EACH SIDE OF B 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 FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER -BRACE -AT EACH-BE-W LOCATION #14x2" WOOD #10 SMS WITHII OF BEAM & 24" 2x2xl/8" AN( EA. SIDE OF w/(2) #12 SM EACH LEG E 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 o� o o 0 0 F o 0 0 ° 0 F� o o_ o ° 0 \\ F \o 0 0 o o 10 \\ 0 \ ° - F F \o \\ 0� ° 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 rF 3/16"-5052-H32 GUSSET INTERNAL OR EXTERNAL (2X10SMB ILLUSTRATED) TABLE B-1 BEAM SIZE COL. TO BEAM QTY SMS/ SIDE OF COL. BEAM TO BEAM QTY SMS/ FACE/SIDE 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 "IC'GUSSET CONNECTION SCALE: NTS .050" GUTTER STIFFNER FASTEN TO FASIAw(2) #12x2" WOOD SCREW FASTEN TO GUTTER w(2) —ALTERNATELY SEE PAGE 5 __/ " DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS 2x2xl/8" ANGLE w/(2) #12 SMS EA. LEG — (2) #12 SMS GIRT o SMB ° 0 0 o ° 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUTTER 1/8"x2"x4" STRAP GIRT (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUTTER 2x2xl/8" ANGLE w/(2) #12 SMS EA. LEG , SMB WHEN BEAM & PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM & PURLIN wL-A/8" x! '— GL- & (4) #12 SMS EACH LEG FASTEN INSIDE CORNER (BEAM TO PURLIN) w/ 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA. MEMBER (BEAM & PURLIN) (2) #14 WOOD SCREWS INTO FASCIA 18" O.C. GIRT SIDE VIEW ' STRUCTURAL GUTTER (CES EACH *GUTTER 2) #12 SMS INTO GUTTER & (2) #14 WOOD SCREWS INTO FASCIA GIRT FASCIA (2) #12 SMS (2) GUTTER BRACES EACH w/(2) #12 SMS INTO GUTTER & (2) #14 WOOD SCREWS INTO FASCIA 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM GIRT (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER CONNECTION SCALE: NTS (9) #10x2" SN 1/8" PLATE ON 45° ANGLE OR 1/8"x2"x2" ANGLE w/(4) #12 SMS INTO EACH INTERSECTING MEMBER PERIMETE FRAMING DETAIL 1-2" CABLE CONNECTION AT CORNER SCALE: NTS 1/8" STAINLESS STEEL 40° MIN. BRAIDED CABLE 60° MAX. (EBOLTFOR ABLE TENSION 1/8" STAINLESS STEEL BRAIDED CABLE 4" MIN. SLAB w/FOOTING 3/8" DIA x 3" EMBED CONC. SCREW ANCHOR (TAPCON OR EQUAL) 3000 PSI CONC. 46x6-10xl0 0° MIN. 60° MAX. WWM OR FIBERMESH 0 o 4" MIN. SLAB w/FOOTING 1.5'x5.5'ALUM. STRAP w/(2) 1/4" DIA x 2-1/4" MASONRYANCHOR (TAPCON OR EQUAL) DETAIL "1-l" CABLE CONNECTION AT FOUNDATION SCALE: NTS 3000 PSI CONC. 6x6-10x10 WWM OR FIBERMESH N 0 J m c) J ( �' M M Zz p o U � p U WJOco - Z I- ( ~ 6j C ZQ O� W — n/ 00 4= 0 Q U OLo 1J O N W n 0 W U U Z - _I Cl LL W _ J 0U can W W_ W IL Z Q � L0 D_ O 0 M O i DESIGN DATE: 07/09/2018 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS GUTTER BRACE ON EACH END p & AT 48. O.C. \ / FOR COMP. PANELS #14 X I" -G. THAN PANEL THICKNESS �- •,• *k EO=WASHER42-' =44) LL L1J 4 o N a Z : co o O p'; J 00 ROOF PER PLAN = : Z 0 - c '� Q= p O (D Q �, N 0 U) �� jco O (2) #14x2" WOOD SCREWLu '• EA. STRAP LOCATION (9 16' ISMS ////'///(�^• • • • • • • • •�o� \\\\\ Ud' - DO- Jco 0 2"x6" NOMINAL STRUCTURAL M FASCIA MIN. M J ai � ROOF PANEL ATTACHMENT - STRUC. GUTTER coz Z Q 0 Q OPTION #I SCALE: N.T.S. — — U U p U Lu 0 co � FOR ALUMINUM PANS OR GALVALUME STEEL PANS w Q � ,� (2) 3/8' THRU-BOLT USE #12 X 9/Ib° W/ 5/8' NEO-WASHER (3) PER PAN WHERE SOLID ROOF INTERSECTS SCREEN L CARRIER BEAM THRU CARRIER BEAM 7 _ PER PLAN CAGE BEAM AND OPTIONAL GUTTER. L & POSTS FOR COMP. PANELS #14 X I" LG. THAN PANEL THICKNESS GUTTER BRACE PER DETAIL "H'AT — � W NOTE: FOR DOUBLE OR TRIBLE CARRIER SMS W/ 1-1/2' NEO-WASHER 12" O/C (4) PER PANEL EACH BEAM LOCATION H BEAM, OUTSIDE WEBS SHALL OVERLAP FOR ALUMINUM PANS OR GALVALUME STEEL PANS r n (Y� 4"POST OR NOTCH POST AS ABOVE USE *12 X 9/16- W/ Bill' NEO-WASHER (3) PER PAN v FOR 6x6 POST. ALL CASES, CONNECT 3X3 OR 4X4 USING MACHINE BOLTS DECRIBED ABOVE. FOR COMP. PANELS #14 X I- -G. THAN PANEL THICKNESS POST PER PLAN COVER END OF PANEL SMB PER PLAN SMS W/ I-I/2' NEO-WASHER 12' 0/C (4) PER PANEL z O1 �} /�� ROOF 1/0'%Y%2'XSURFACE LENGTH ANGLE E/S TABLE 5' IxZ FOR SCREEN 1 , 1 J �7 �y PER PLAN (OR REC. CHANNEU (2) O.C.SMSLW FASTEN ANGLE LEG TO CARRIER BEAM BEAM SIZE OTY. ATTACHMENT) (2).C. W/#14X9/16SMS THROUGH ANGLE LEG 2%4 SMB 4 N AN G TO S BEAM TO POST CONNECTION OPTION #1 SCALE: N.T.S. (2) 3/8" THRU-BOLT CARRIER BEAM THRU CARRIER BEAM PER PLAN & POSTS NOTE- FOR DOUBLE OR TRIBLE CARRIER BEAM, OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE FOR 6x6 POST. ALL CASES, CONNECT 3X3 OR 4X4 USING MACHINE BOLTS DECRIBED ABOVE. POST PER PLAN BEAM TO POST CONNECTION OPTION #2 SCALE: N.T.S. (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE #1 THIS PAGE FOR BOLT PLACEMENT 2" FROM EDGE -T�_ 2" FROM EDGE OF SLAB • —� � i OF SLAB TOP VIEW (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS Y 3'x3' POST (2) 3/8' DIA. EXPANSION BOLTS (SEE PAGE-2 SEE NOTE #I THIS PAGE R SIZE) FOR BOLT PLACEMENT t�,YxO.125ANGLE CONC. FOOTING BELOW d d d • • • d . e FRONT VIEW 31XY POST CONNECTION DETAIL SCALE: N.T.S. (2) 3/8" THRU-BOLT THRU CARRIER BEAM & POSTS 3X3 OR 4X4 - POST PER PLAN NTOENER QASTE GLE LE SM \ /� CAGE X2 IN SIMILAR MANNER -SEE TABLE S-I FOR M-1 \\]` 2 (FOR SCREEN FASTENER QUANTITY. ROOF PER PLABEAMATTACHMENT) (2)#T2 SMS CAGE I-- UBEAM O O ••GUTTER BRACE AT 40' O.C. TYP. ry FYf_ GUTTER CAGE BEAM ATTACH POST PER DETAIL'H" PAGE-4 ROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S. (4) 1/4"x3' TAPCON THRU BOTTOM LEG OF ANGLE INTO CONC. 2' FROM EDGE OF SLAB TOP VIEW 3"x3" POST (2) 1/4" DIA. MACHINE (SEE PAGE-2 BOLTS w/WASHERS FOR SIZE) 1/8"x2°x3' (LENGTH) ANGLE (4) 1/4'x3' TAPCON (INTERNAL) THRU BOTTOM LEG OF ANGLE INTO CONC. d A CONC. FOOTING < .• d < ' BELOW <d • • •• d FRONT VIEW YxY POST CONNECTION DETAIL (INTERNAL BASE) SCALE: N.T.S. Yn -G �, "TABLE 5' BEAM TO BEAM O O O O m (21 #12 SMS _0 O O O O �Y__ SCREW QUANTITY QQ I/8'-2'%SURFACE LENGTH ANGLE E/S _ (OR REC. CHANNEL) FASTEN ANGLE LEG TO CARRIER BEAM w/#I4X9/16' SMS THROUGH ANGLE LEG END VIEW NTS END VIEW NTS NT0 BEAM —EN ANGLE LEG SMB SIMILAR MANNER -SEE TABLE S-OI FOR FASTENER QUANTITY. BEAM TO BEAM CONNECTION CAGE BEAM TO ALUM. ROOF CONNECTION SCALE: N.T.S. OPTION #2 SCALE: N.T.S. (4) 3/8"x4" TAPCON THRU BOTTOM LEG OF ANGLE INTO "- 3-3/4'FROM EDGE OF SLAB TOP VIEW 4' "4" POST (3) 1/4" DIA. MACHINE (SEE PAGE-2 BOLTS w/WASHERS FOR SIZE) I/8°x2'x2'x33/4° (LENGTH) ANGLE (4) 3/8°x4" TAPCON (INTERNAL) THRU BOTTOM LEG OF ANGLE INTO CONC. s a • < CONC. FOOTING d d . BELOW . . a FRONT VIEW 4"x411 POST CONNECTION DETAIL (INTERNAL BASE) SCALE: N.T.S. (2) 1/2" DIA. EXPANSION BOLTS SEE NOTE #2 THIS PAGE FOR BOLT PLACEME 3-3/4" FROM EDGI OF SLAB (TYP.) TOP VIEW (3)1/4' DIA. MACHINE BOLTS w/ WASHERS (2) 1/2" DIA. EXPANSION BOLTS SEE NOTE #2 THIS PAGE FOR BOLT PLACEMENT � 3-3/4" FROM EDGE OF SLAB (TYP.) 4"x4' POST (SEE PAGE-2 FOR SIZE) - 2'x4°xO.125 ANGLE e d A CONC. FOOTING BELOW a e A. a .• a• d .d e. a FRONT VIEW 411x4" POST CONNECTION DETAIL SCALE: N.T.S. t-v 0/ OL 0 L.1.. J ';t per.., LL :D _J pu- Cz_ w U W O Q_ w Z Ow ¢ w L i M O O a DESIGN DATE: 07/09/2018 REVISION 1: DATE PAGE: REVISION 2: DATE G SCALE: NTS J