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HomeMy WebLinkAboutBuilding PlansDESIGN CRITERI&: 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 ADDTIONAL 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 A. 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. I. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYELHYLENE 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 C 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 ZX2"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"X7' & 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 C' 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 3/9'. 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`x rx0.044'Sc0.100" 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'k74.044" 2 x 3: 2'k3'x0.050" 2 x 4: 2'x4"x0.050" 2 x 5: 2'x5'k0.050" OPEN BACK SECTIONS 1 x 2: 1'X2'Sc0.044" 1 x 3: 1''x3"x0.045" SNAP SECTIONS 2 x 2 SNAP: 2"x2" x0.045" 2 x 3 SNAP: 2"xS'x0.050" 2 x 4 SNAP: 2"x4'k0.045" SELF MATING (SMB) 2 x 4 SMB: 2'k4"x0.044'X0. 100" 2 x 5 SMB: 2'k5'x0.059x0. 109' 2 x 6 SMB: n6"x0.0S9'x0. 12U' 2 x 7 SMB: 2"x7'k0.057'X0. 129' 2 x 8 SMB: 2" x8"x0.072"x0.124" 2 x 9 SMB: 2W'k0.082'4.124" 2 x 10 SMB: 2'kl0'k0.092"x0.398" DETAIL A REMED FEB 18 1020 Fermitting Department SL. Lu¢I§ Cnnnry ©uy� �y� FOR �ENJ E ��`y"�Lgq`PL�A�G��/ GO®e � le (;0 0"l Y 91. 130O e C©�l T� ui U 0 0 N N N 0 4X4X.125 I n-' x 00 v n W 4X4X.125 8'-011_ 2X3 X N U N W W F X X Jo W W W 2X3 u' 1X3 N I , 5'-011 5'-011 4'-4" ---i 2X3 DJ 'x 2X3 DJ X �O o b Ln _ m X X � W W m 3X2 Og E. Gunderson, P.E. #60102 TE: 02/12/2020 TO #14x1/7S.M.S. W/INTEGRAL 3/4"O WASHER AND EXISTING RAFTER O NEOPRENE GASKET B 12' O.C., TOP & BOTTOM. OR TRUSS O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP O FASTENERS USE #14x,f S.M.S. W/1-114"O FENDER. O < WASHER AND NEOPRENE GASKET 9 12' O.C. WASHER NE PRENE GASKET O ( WASHER AND NEOPRENE GASKET 9 12' O.C., TOP & BOTTOM EXTRUDED OR BRAKEFORMEDROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) EXTRUDED OR BRAKE -FORMED ROOF I WITH MIN. 1-112' BEARING LEG. OR RECEIVING CHANNEL (0.044" MIN. SECURE FASCIA TO EACH WITH MIN. 1-1/7BEARING LEG. RAFTER TAIL W/ Ill 1 /4 0 x X" HOST STRUCTURE 1/4"0x2-1/2'LONG WOOD LAG SCREW OR LONG PAN HEAD LAG SCREWS (1)1/4.0x 2'LAG SCREW ®24'O.C. MASONRY OR WOOD 1/4' 0 x 2-1/4' LONG MASONRY ANCHORS BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL 9 24' O.C. MAX. ROOF PANEL ATTACHMENT - WOOD FRAME ROOF PANEL ATTACHMENT - MASONRY SCALE: N.T.S. SCALE: N.T.S. ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL WIN) #lOx.75' INTO GIRT OR PURLIN & (2) # 14X75' INTO BEAM OR UPRIGHT 0.062 ANGLE (4) #IOxLT/2:SMS INTO CLIPS MAYBE USED #14W"S.M.S. w/ WA-0 FENDER WASHER AND NEOPRENE GASKET 9 12' O.C. # 12 X 9/16' W/ 5/8' NEOWASHER (3) PER PAN FOR PANS END OF PANEL 2' X .05(Y' MIN. PLAN) ROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S. 2'X2x.126' SEE TABLE FOR QUANTITY 9IN PER PLAN '; 2X2X.125' ANGLE W/ (3) I1X' X 2-1/4" TAPCONS 9 2' o.c THRU ANGLE LEG INTO HOST WALL UPRIGHT, BEAM -SNAP, Q / SELF MATING, OR HOLLOW W TOP VIEW 0 BEAM PER PLAN j ® (2X7SMB ILLUSTRATED) U ' ° 2X2X.125'ANGLEW/ DETAIL "C" - GIRT OR PURLIN TO BEAM IF14x3/4" THRU ANGLE LEG H OR POST DETAIL SCALE: NITS D INTO BEAM ER SIDE TYP SEE TABLE FOR QUANTITY I— Q /� 7X2X 125" ANGLE W/ 2 (3)1/4"X2-I/4"TAPCONS97o.c. 1/95I27NANGLE SELF -MATING OR SNAP SECTION TYP. 5032 H-32 ANGLE (2)-#12 RY INTO CHORECOLUMN EACH 114 ( MASONRY ANCHOR EACH BASE PLATE-TYP. ANGLE - EACH SIDE COL. a �1'YY'O.B. 1-1 /4" MIN. CONC. ANCHOR EMBEDMENT 2-1INWIN. CONC. n 7 MIN. INCREASE DISTANCE ANCHOR EMBEDMENT WHEN GREATER THAN 2x4 SECONDARY ANGLE a UPRIGHT IS USED 3000 PSI CONIC. SLAB/FIG. 6x&IOXIO WWM SIDE VIEW OR FIBERMESH 1/4 MASONRY ANCHOR �I III�IIII °/�IIII,IIIII� AT EACH ANGLE iIF iX I2l' 912 SMS �2 @ TAPCON BASE XL (RED HEAD MFG. OR EQUAL) "MIN. CONIC. !! 29 SLAB � 29SLAB (BEYOND( SECONDARY ANGLE e I •, • I e I • � 1'k2" BAI PLATE 11 114' M SORED TO CONIC w/ I MAXMASONRY ANCHOR 6" X EACH SIDE OF POST AND 24" O.C. MAX ° 1-1/4" CONC. EMBEDMENT TYP. NOTE 3000 PSI CONC. WHERE PAVERS ARE PRESENT USE 5/I e' SLAB/ RE. TAPCON XL (RED HEAD MFG.) MASONRY 6x6-IOXIOWWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.) DETAIL "B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS ANCHORING UPRIGHT TO FOUNDATION NOTES: I.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4' MIN. (TYP.) 2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE 2-1/4' MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.) 3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS. FASTENER NOTES: MAINTAIN 1/7 SEPARATION BETWEEN FASTENERS. MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE. FASTENERS MAY BE STAGGERED TO ENSURE PROPER QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT FROM ILUSTRATION) BEAM TO WALL W/ 1 /8" ANGLE TABLE BEAM SIZE QUANTITY/ SIZE PER LEG TO BEAM QUANTITY ANCHOR PER LEG TO WALL 2X4 (4) #12-(2) #16 (2) 1/4"TAPCON 2X5 (5) #12-(3) #16 (2) 1/4-TAPCON 2X6 (5) #12-(3) #16 (3) 1/4-TAPCON 2X7 (6) #14-(4) #16 (3) 1/4"TAPCON 2X8 (7) #14-(4) #16 (4) 1/4"TAPCON 2X9 1 (81 #14-(5) #16 (4) 1/4"TAPCON 2X10 1 (9) #14-(6) #16 (5) 1/4"TAPCON SIDE VIEW BEAM TO HOST WALL CONNECTION SCALE: N.T.S. #14M• S.M.S. w/ �FEJNGERSHERAND NEO-PRENE ) ..2"%2°/(3) ANGLECBCH FIT W/131 #12xJ5'FACHfEG CUT TO FIT WASNER 1-1/44 0GA6KET EACH SIDE OF UPRIGMTYP. w/#12xJ5'i11'SPACING MAX. 24-O,NDIR ANDNO-PREw/ C. AND NEO-PRENEGARING (4) PER LEG (MIN.) EACH SIDE TYP. WALLS FOR NON -LOAD BEARING WALLS ALTERNATELY CLIPS MAYBE USED ENDS TAP-114'E POM RIMARY UPRIGHT PER PLAN SIDE WALL UPRIGHT WOOD ENT 24'O.C. MAX EMBEDMENT / PER PINT' INTO UNOERLTING CONIC. UNDERLYING LYINGC I/ ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/I41#10xJ5' INTO GIRT OR PURUN&(2)#14xJS INTO BEAM OR UPRIGHT 0.062 (4)#l0x2°SMS INTO SCREW BOSSES CLIPS MAYBE USEDENGUS MAYBE USED CHAIR PAL PER PLAIN °ANGLE RECRNREOONE SIDE ONLY WHERE KICK PLATE IS INDICATED AT CORNERAND DOOR OPENINGS FASTEN W/IX30X9/16°SMS V FROM CORNERS le IN FIELD (2)#10x2"SKIS INTO SE F UPRIGHT 0DECK 1/4- DIA. TAPCON 6• FROM ENDS ORFA5TENW/O8X9llVSMS SCREWBOSSESOR CONNECTION DETAIL M'O.CMAK l-V4'EMBEDMENT 2- FROM CORNEI6S IN FIELD CLIPS MAY BE USED INTO UNDERLYING CONC. FOUNDATION PER PLAN SCREEN ROOM END WALL DETAIL SCALE: N.T.S. 0 u W U c) C\l J o Lo J rn co iD F co za Zoo E 0 L1J J O 00 aT Lu Q li Lo .L F— LLI (1.1 I.._ C'7 I.- C_ z O w Q NIT a) U NC) L1 r F- O C° elf J d ILL O N N v CD CJ N O Z F__ U LLI O d W J Z Q Q J v� Z Y w O J LL J LL W W V w X QU W 0 J GZ < 0 J _J < U W O Q F LL w J N LL O ¢ U d DESIGN DATE: 02/12/2020 REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KMM SCALE: NTS '- (3) 1/4" DIA. MACHINE BOLTS W/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST ® CARRIER BEAM �I'k7'MEMBER FOR SCREENING VARIES HORIZONTAL BEAM ON ITS SIDE POST (IF REQUIRED) �7'z7k0.725' 7FOR SINGLE RECEIVING CHANNEL HORIZONTAL BEAM OR ANGLE EACH SIDE DOUBLE HORIZONTAL HORIZONTAL (6) #104.75'SMS BEAM OR 4'k4" EACH SIDE 6"FOR TRIPLE HORIZONTAL BEAM OR 6X6 (12) 9101 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE CARRIER BEAM TO POST DETAIL SCALE: NTS # 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER AND NEOPRENE GASKET @ 17' O.C. 26GA FLASHING W/ #8 SMS 6" O/C ROOF PER PLANr(22) PLAN 26GA FLASHING W/ #8 SKIS 6" O/C ROOF PER PLAN OLT CARRIER BEAMPER PLAN CARRIER BEAM — PER PLAN 3X3 OR 4X4 POST PER PLAN FRONT VIEW ROOF PANEL TO BEAM OPTION #1 CONNETION DETAIL SCALE: N.T.S (2) DIA. EXPANSION BOLTS TE #I THIS PAGE LT PLACEMENT (2) 1/4"DIA. MACHINE BOLTS W/ WASHERS M 7FROM EDGE �— OF SLAB/FTG. TOP VIEW (2) 3/8" DIA. EXPANSION BOLTS SEE NOTE # 1 THIS PAGE (2) 1/4" DIA. MACHINE BOLTS w/ WASHERS 3'k3' POST (2) 1 (SEE PAGE-2 F AA. EXPANSION BOLTS /� FOR SIZE) EE NOTE 91 THIS PAGES ��� `,� (2) 3/8' 25 ANGLE 3000 PSI CONC. SLAB/FTG. FRONT VIEW 6x6-IOxic WWM OR FIBERMESH 3"x3" POST CONNECTION DETAIL SCALE: NTS TOP VIEW 3X3'POST (SEE PAGE-2 FOR SIZE) MACHINE BOLTS #I @ "DIA. MACHINE w/ WASHERS 2" FROM EDGE OF SLAB/FIG. ANGLE 3000 PSI CONIC. SLAB/FTG. FROM VIEW 6x6-IOx10 W WM OR FIBERMESH 3"x3" 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. 04 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. 3X3 OR 4X4 POST PER PLAN EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) WITH MIN. 1-1/7' BEARING LEG. W/ #12x3/4" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND NEOPRENE GASKET @ 12' O.C., TOP & BOTTOM (2) # 12x3/4" SKIS @ 12" O.C. INTO RIDGE BEAM PER PLAN ROOF PER PLAN (2) 3/8" THRU-BOLT 'FOR SMB SEE BEAM TO COL. CONNECTION FRONT VIEW ROOF PANEL TO BEAM OPTION #2 CONNETION DETAIL SCALE: N.T.S. DIA. MACHINE ,v/ WASHERS 33/4" FROM EDGE OF SLAB/ RG. TOP VIEW (3) TAPCON THRU (2)1/2' DIA. EXPANSION (SEEPAGE-2 BOLTS SEE NOTE #2 FOR SIZE) (3) 1 /4" DIA. MACHINE THIS PAGE BO LT OLT BOLTS w/ WASHERS^ P FOR BOLT �2k4k0.125 ANGLE (4)3/9T MLEG THRU BOTTOM LEG OF ANGLE INTO CONIC. 3000 PSI CONIC. F❑d SLAB/FTG. FRONT VIEW 6x6-1 Nl0 W WM OR FIBERMESH 4"x4' POST CONNECTION DETAIL SCALE: NTS TOP VIEW PLAN •." �, ��. �• tee••• 3000 PSI CONIC. SLAB/FTG. FRONTVIEW 6x6-10x10 WWM OR FIBERMESH 4X4 COLUMN ALT. BASE ATTACHMENT DETAIL SCALE: NTS N O O I� # ' Ul a o c C N N � N 0 C F U O F N77SIA SITE PLAN FOR HARBOUR RIDGE, LTD. LEGAL DESCRIPTION: UNIT JS , TRACT VA-4, HARBOUR RIDGE PLAT NO, 6, ACCORDING TO TH$ PLAT THEREOF RECORDED IN PLAT BOOK _, PAGES ST. LUCIE COUNTY, FLORIDA. ' I 9.85 �< A0 SO + � 9•H 9.35 eo 7. o I 1 X a a°�z a�coh 8 W yNGI K ON O all/ • ro4 A051 1-4 MIN. SETBACK REQ. FRONTSIDESS p Ic CNR SIDES REAR ZNG. TECH. MODEL PORTbPIt• Cb FINISHED FLOOR 13.0 ELEVATIONS SHOWN THUSLY , REFER TO N.G.V.D. 1929. NOTES ADDRESS: ZOZ3 LAUREL OAK LANE, PALM CITY, FLORIDA 33490 THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT PROJECT AS IT APPLIES TO TRACT VA-4, PLAT NO. 6 HARBOUR RIDGE REQUIRES A MINIMUM DISTANCE OF 30 FM. - BE TWEEN BUILDINGS. THERE IS NO SIDE YARD SETBACK REQUIREMENT. SKETCH NOT A SURVEY flE° MOCK, ROOS E. ASSOCIATES, INC. =LE:1" ® 40' r flElO: ENGINEERS • SURVEYORS • PLANNERS Prepared for DATE: I I- I1-86 DRAWN: BB WEST PALM BEACH, FLORIDA HARBOUR RIDGE, LTD. P.A. H0S . 86-154 APPROVED: SVN a OR; M0: A- ,6 .F ,.