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HomeMy WebLinkAboutApproved PlansLOT 3 VACANT FND NAIL & DISK "PSM 3916" ryo°} A 198.75' SYMBOLS: ©= GUY WIRE ANCHOR = CABLE TELEVISION BOX E7 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX ❑T = TELEPHONE BOX v = SIGN = SANITARY MANHOLE = STORM MANHOLE e = NUMBER OF PARKING SPACES #= FIRE HYDRANT = LIGHT POLE ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX �a = IRRIGATION VALVE C� = GAS VALVE = SEWER VALVE c>a = WATER VALVE QW = WELL ❑w = WATER METER '6\ = WOOD POWER POLE o = CSET AP PSM/J63308- IRON ROD WITH PLASTIC ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE (D) = DEED DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IF, = IRON PIPE I = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT NOT PLATTED _ 261.05' N89'36'55' W 1 743.96' SITE BENCHMARK PAINTED X" ELEV= 20.01 NAVD 1988 OAKEIRIDGE COURT 60' R/W (PRIVATE)— 20' ASPHALT ROAD z) FF,ONT � i �1D' i r 31DES �pEp,F 2NQ• �� TEGH• .7 pPIP 284.16' LOT 1 VACANT FND NAIL & DISK "PSM 3916" 6 0 N 0 Ir R N SURVEY REPORT: TERMITE TREATMENT REQUIRED W. ' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIMLITY OF THE CONTRACTOR OF FM ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY: FIELD INSPECTORS THAT 14AY,OI kE ESSAAYAN I?NDER TO COMPLYVITH-ALL APPLII qBL� GC yS; . LUCTx rnuNTv RTTIT.DTNf- J)TVISIOV VIVN%`L0 FOR 1�*1v1I'LIANCE NO &SPECTION WILL EE 11AL' . LOT 2 OAKBRIDGE SUBDIVSION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE 5, PAGES 6 THROUGH 6 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING: 43,561 SQUARE FEET OR 1.00 ACRES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)( —01, :ODE. 2. SURVEY BASED ON THE PLAT OF OAKBRIDGE SUBDIVSION, ACCORDING T IN PLAT BOOK 57, PAGE 5, PAGES 6 THROUGH 6 OF THE PUBLIC FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: S00'23'05"W ALONG THE EAST PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS JOT', FLDRIDA A0M1NIISTT.,;T1VE D THE PLAT THEREOF AS RECORDED RECORDS OF ST. LUCIE COUNTY, SE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C00070 J. EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.I 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5,�-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EACEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. 10. AL_ MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE RE-ERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PRFPARED FOR: DANNY & JEFF HUFF TREFELNER CONSTRUCTION, INC. 15. @ COPYRIGHT 2016 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE 'SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALE NDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 9-02-16 DATE OF SURVEY: 920— SITE PLAN ALEXANDER J. PIAZZA PSM, INC. BOUNDARY SURVEY Surveying • Mapping • Consulting 10518 OAKBRIDGE COURT 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 AS PREPARED FOR Phone: (172) 340-7770 DATE: REVISIONS: BY: LB/ m Fax: ('72) 340-2250 TREFELNER CONSTRUCTION, INC. ALEXANDE.R J. PVAZZA PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 K:\BUILDERS\DWG2016\16-2602.DWG REF K:\ FLD CJM / AJP OFF CJM CKD AJP FB. PG. IJOB 16-2602 DATE 9-20-16 SHEET 1 OF 1 IDWG D-729 K:\BUILDERS\DWG2016\16-2602.dwg, 2/13/2017 7:44:35 AM GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES "HAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2014) FLORIDA BUILDING CODE, ACI318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NOS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGI:ATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RE.EASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, IDLES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 5. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (EJILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF RECORD, 6. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHA i BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, ANCSHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 5TH EDITION (2014) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 19.5' 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7.. WIDTH OF END ZONE A = 6.4' 8. ULTIMATE WIND SPEED IS 160 MPH 9. WIND EXPOSURE CLASSIFICATION: C 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.21 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: 12. COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: 13. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: (SEE CHART ON RIGHT ON THIS PAGE) 14. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 61 PSF 15. SHEAR WALLS WERE CONSIDERED 16. A CONTINUOUS LOAD PATH WAS PROVIDED 17. COMPONENT & CLADDING DETAILED 18. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF CONCRETE NOTES TIMBER NOTES WALL WIND DESIGN ZONES SCALE: NTS COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP.'C'- Vasd) (ADJUSTMENT FACTOR 1.35) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 25') EFFECTIVE AREA (SQ. FT.) ZONE 0<d-59.5 21<50 51<100 101 <500 1 +21.5 3 +17.1 -32.0 +15.2 -31.0 O 2 +21.5 7 +17.1-48.4 +15.2 -43.7 3 +21.5 9 +17.1-74.6 +15.2 -69.0 wz2 6 %746 -69.6 -69.6 0= 3 .6 -90.5 -79.1 4 +37.4 +33.4 -36.6 +31.8 -35.0 +27.8 31.0 .8 3 +37.4.6 +33.4 -42.2 +31.8 -38.8 +27.8 31.0 END ZONE 5 IS WITHIN A DISTANCE OF 6.4' FROM BUILDING/ROOF CORNERS = (a) 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. 1, PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR AL.I. LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318 BUILDING CODE REQUIREMENTS DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER FOR STRUCTURAL CONCRETE. INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. WIND LOAD BASED ON THE 2014 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. 4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & CARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS, WITH TPI-95. 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE 6.1. PROVIDE CHAIRS & BOLSTERS CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 6.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB, LAP JOINTS AT 8" & TIE. 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 7. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3 -0 O.C. EACH WAY 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 61 O.C. MAX. ROOF PLYWOOD 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BO`7OM CHORD BETWEEN TWO TRUSSES FOR ACCESS. CAST AGAINST EARTH: 3" 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) EXPOSED TO EXTERIOR ELEMENTS: 1" 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2014 FBC R301,5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) FORMED SURFACES: 1" 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE ki-QUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR Ili ShOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO C';NSTRUCTION OF THOSE AREAS INVOLVED. TRUSS CONNECTIONS. 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED'NITH A FULL 30 INCH LAP. PROVIDE CORNER BARS BETWEEN TRUSSES AND CONCRETE. 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8 COX SPAN RATED STRUCTURAL PLYWOOD W/ PLY CLIPS, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. WITH 10d RING SHANK NAILS 3" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 3" O.C. AT 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10 ACI HOOKS. BLOCKING. 15. SOILS SHALL BE TREATED. 3. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 4. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT CONCRETE MASONRY NOTES SPLIT THE WOOD. 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. GENERAL NOTES 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 1. WEATHERING AREA IS NEGLIGIBLE 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 2. TERMITE AREA IS VERY HEAVY. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 3. THE FLOOR OF THE GARAGE SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PRO\'IDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS 4. HEATING IS NOT REQUIRED FOR THIS STRUCTURE. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 5. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. 6. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON 1HE NET AREA. THAN 450. 7. ALL 8 EXTERIOR CMU WALL SHALL BE REINFORCED WITH #6 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE 7, ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 8, THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING 9. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO 10. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 11. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2 FROM THE EXPOSED FACE OF THE 12. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. BLOCK. 13, SHOULD A CEILING BE PLACED UNDER TRUSSES AN ACCESS OPENING SHALL BE A MINIMUM OF 22" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. BEHIND AN EXTERIOR FIXTURE. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 14. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 15, ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BET-.:R. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY, 16. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. MANUFACTURER. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 17. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" OR "SIMPSON XP22" FOR MISSED REBARS. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED By ASTM - 1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOWS & DOORS NOTES 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES A PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SE--TION R301.2.1.2 OF THE 2014 FBC RESIDENTIA . PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AlID AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN TH SE PLANS. -I NI nI a IN • (0 u n Y • UN °' H 00 F" r Q> 0) 0000 • in LO W �^J N W n W J d 0JV) N Lid LUz C) �00 CD rn N Q V) � Q a z J �o = J � W ^ H N N= A �" O �a � W (T.J O tY W uJ � U h+l M W w Qf x0C) n/ a0 W w Fi.) � a r� o STAT %, •off.• ' 4 SHEET TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN f] DESIGNED IN ACCORDANCE WITH SECTION OF �] 1609 OF THE 2014 FLORIDA BUILDING CODE ��'{ e. `pry' ELECTRICAL LEGEND 110V RECEPTACLE 110V RECEPTACLE ELEVATED 220V CONNECTION OR RECEPTACLE N PHONE LINE TELEVISION CABLE EXHAUST FAN SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE WEATHER PROTECTED LIGHT GLAMOUR MIRROR LIGHTS p ELECTRICAL PANEL SOURCE FROM RESIDENCE ELECTRICAL METER $ SWITCH --- "� SWITCHING CONNECTION FLUORESCENT LIGHT O GAR. DR. OPENER SWITCH GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ELECTRIC SHALL BE INSTALLED IN CONDUIT. 5. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR WALLS. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 6. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 7. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. SAFF GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <�W�mi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8F8 8F12-0B BF16- 0B-OB 8F20-OB 8F24-OB 8F28-OB BF32-0B 8F8-iB 8F12-18 BF16-1B 8F20-18 8F24-18 8F28-1B 8F32-iB 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 1 8974 10394 11809 11'-4"(136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 536 950 1326 1609 1849 2047 TXT X A" THICI CONCRETE SLAT OR PAVERS F— F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT #5 REBAR AT TOP MIN. (1) REQUIRED D--1 QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1/2" COVER CMU 8F16-lB/lT QUANITY OF #5 REBAR GROUT AT TOP OF LINTEL L NOMINAL HT. ° OF LINTEL CAVITY NOMINAL WIDTH 8"NOMINAL IN LINTEL (VARIES) LINTEL INFORMATION 30' SENSOR 4' SENSOR 12 FLOOR/ FOUNDATION PLAN SCALE: 1/4" = V-0" 14" FIBERMESH OR WELDED WIRE MESH (3) #5 BARS CONT.. FOOTING REBAR ;y (3) #5 BARSi ONCRET '—�.' off-- .i .. III-�A I I I I I 11=1111�T(=1T=III" III I I I =1 24" 1 1 il TYP. 1 STORY EXTERIOR TYP. ROLLUP DOOR RECE F1 MONOLITHIC FOOTING F2 MONOLITHIC FOOTING 1 META16 - 1 HGAMIOKTA ATTACHED TO MASONRY WALL TO BLOCKING HGAMIOKTA ATTACHED TO MASONRY WALL TO BLOCKING META16 - META16 - MEMO 1100 s META16 META16 META�j META16M WoNEWMA ' I o VA", I 001 'llifflim VIIAII SIR, imimil- loll ROOF TRUSS PLAN SCALE: 1/4" = V-0" 1 META16 - 1 META16 - ANCHOR SCHEDULE NOTE: RANDY L. MOSBY, P.E. LLC SPECIFIES FASTENERS THAT SUPPLY UPLIFT, LOAD, & SHEAR REQUIREMENTS. PLEASE CONSULT W RANDY L. MOSBY, P.E. LLC BEFORE SUBSTITUTING ANY SPECIFIED FASTENERS. NOT ALL FASTENERS LISTED ARE REQUIRED. MPSON LATERAL UPLIFT PROVIDED FASTEINM NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING LOCATION. SPRUCE I SY PPE META16 - 805 (5) 10d X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE META16 1450 7 10d X 1 1/2"NAILS / EMBEDDED 4" INTO CONCRETE MTSM20 1175 (4) 1/4" X 2 1/4" TITEN OR TAPCONS (WALL) & (8) 10d X 1 1/2" NAILS HGAM10KTA 1005 / 1105 850 (4) 1/4" X 2 3/4" TITEN (TO WALL) & (4) SIDS 1/4" X 1 1/2" (TO TRUSS) PRODUCT APPROVAL SUBMITTAL AFFIDAVIT MODEL # OPAQUE FIBERGLASS PRODUCT APPROVAL # GLASS DESCRIPTION PRODUCT DESIGN PRESSURE BUILDING DESIGN PRESSURE PSF ATTACHMENT METHOD TAPE, SIZE, SPACING &EMBEDMENT OPENING ID PRODUCT MANUFACTURER FL # 11321.1 NA +65.0/ -65.0 +35.7 -46.6 1/4" ELCO ULTRACON OR 1/4 ITW EMBEDDED 1 1/4" INTO FRAMED WALL @ 6" FROM CORNERS & 14" O.C. SWINGING DOORS EXTERIOR BUILDERS HARDWARE INC. FL # 3888.1 NA +35.0 / -35.0 +31.8 -35.0 1/2" X 2 1/4" EXPANSION BOLTS W/ 1 1/2" MINIMUM EMBEDMENT &ATTACHED 6" FROM FLOOR & 24" O.0 COMMERICAL ROLL -UP DOOR ROLL -UP DOOR ASTA DOOR CORPORATION MODEL #203 FL# 11651.12 NA -156.5 +21.5 -87.9 #9- 15 X 1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENTRATION @ 12" O.C. ON 15/32" PLYWOOD SHEATHING ROOFING METAL ROOFING GULF COAST SUPPLY & MANUFACTURING, LLC. 26 GA. 5 V CRIMP VINYL/PVC ANC ALUMINUM SOFFIT FL # 16503-R1 NA +106.7/ -40 -69.6 ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA HARDENED T-NAIL OR STUB NAIL INTO WALL (MAX. SPACING 24" O.C.) & W/ 1 3/4" LONG X 0.072 DIA. @EACH 1X3 FURRING SOFFIT 0.08 VINYL KAYCAN LTD 2x4 BLOCKING @ PLYWOOD SEAMS AS INDICATED ON THE ROOF TRUSS PLAN TRUSSES @ 24' O.C. 2X4 PT BLOCKING STAGGERED OR IN LINE W/ (2) L6d NAILS @ ENDS BETWEEN TRUSSES AS INDICATED ON THE ROOF TRUSS PLAN HGAMIOKTA ATTACHED TO -' MASONRY WALL TO BLOCKING MASONRY WALL ROOF TRUSS BLOCKING & LATERAL SUPPORT DETAIL SCALE: 1/2" = V-0" - -INInialLo n o 1 , a U N(W 0 z 0 n y 00 Ln On Lo LO j.T.) ^ N N _J rrW a rr© W -i 0 J � N b_ 0 00 0 Lfl rn CIA F-1 Q �0 n v Q zCL Q = J I.--- V- O - A N = d Q 0 CY) W m O 0_ W P4 �0 U �I 1� W r' W U' O w owm �O �( a O Lj U Ln 0_ W Ln u1u11��� N SA4/T�''�. ti .. LEGEND: w • INV DESIGNATES EXTERIOR MASONRY BLOCK WALL (7 5/8") = • IN Z S DESIGNATES A GROUT FILLED CELL W/ #6 BAR, TYPICAL 2' O.C.y TE , DESIGNATES LINTEL LENGTH OVER MASONRY WALL OPENING pO�•1 \�. +38.8 -42.3 DESIGNATES DESIGN PRESSURE OF OPENINGS //, dO R /!I J-� TABULATION GARAGE AREA 1200 SQ FT SHEET �J ` 2 TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN v DESIGNED IN ACCORDANCE WITH SECTION OF 3 1609 OF THE 2014 FLORIDA BUILDING CODE " ln.n n n 1/2" X 2 1/4" EXPANSION BOLT W/ 1 1/2" MINIMU EMBEDMENT & ATTACHED 6" FRO FLOOR & 24" O.C. ROLL -UP DOOR---1 U ROLL -UP DOOR ATTACHMENT DETAIL SCALE: N.S. RIGHT ELEVATION SCALE: 1/4" = V-0" LEFT ELEVATION SCALE: 1/4" = V-0" 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACKOF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORIIERS W/ FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM. 2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FCR FRAME TO BUCK INSTALLATION. 4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUIED MASONRY, CONTRACTOR TO COORDINATE OPENING DIMENSIONS. WHERE 3/4" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 13/," EMBEDMENT AT SPACING SPECIFIED BY N.O.A. DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. 6�k—;x BUCK @ MASONRY OPENINGS s� WINDOWS - 2" X 4" P,T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" ivy WINDOWDIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. OPENING DOOR 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. IN MASONRY OPEPJIIdG IN TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL WALL MASONRY BUCK ATTACHMENT OPTION (WINDOWS) 3/16" WALL TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. DOORS - 7 ,1„2" 2X DOOR BUCKS SHALL BE ATTACHED WITH e 3/16"TAPCON ANCHORS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCTHE DOOR NT INTO THE AOORYWALLW/ MASONRY WINDOW/DOOR BUCK ATTACHMENT THE DOOR JAMB INTO THE MASONRY WALL W/ 3/16" DIA. TAPCONS SCALE: N.T.S. PENETRATING 1 1/2" MIN. INTO THE MASONRY *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANJFACTURERS WALL SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). WALL SUPPORT — SEE ROOF TRUSS------- - PLAN & ROOF BLOCKING DETAIL ON SHEET S2 FOR BLOCKING AND CONNECTIONS +35.7 -46.6 F26.6 -29.6 "CC FOR ATTIC TRUSS FLOOR SHEATHIIG, ATTACH A MIN Cr 5/8" CDX TO THE TOP OF THE BOTTOM CORD & ATTACH W/ 8d NAILS @ 6" C.C. WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2" X 12" RIDGE BOARD TO ACCEPT HIP CATS (2" X 12" MAY NEED I ---- TO BE CUT TO MATCH SLOPE). NAIL WITH (3) 16d NAILS PER END HIP CATS SHALL BE CONTINUOUS TO RIDGE T(HT) W/ (2) lqq NAILS PER END HIP TRUSS T IP GIRDER RUSS (HGT) RE M 2" X 4" CONTINUOUS BLOCKING REQUIRED 4' UP FROM ROOF EDGE, NAILED W/ (2)16d @ EACH END. 1st SHEET ROW FROM EDGES SHALL BE FULL 4' X 8' SHEETS. ROOF SHEATHING NAILED @ 3" O.C. ON SUB -FASCIA AND @ 4" O.C. ON THE REMAINING EDGES.(BLOCKING MAY BE IAICTAI I Pn ()N TI-IF FI AT nrZ nN Fnr.r 1 NAIL END OF JACK TRUSSES W/ TOP CHORD (3) 16d COMMON BOTTOM CHORD (3) 16d COMMON REAR ELEVATION SCALE: 1/4" = V-0" METAL 5-V ROOF ON PEEL-N-STCK ON 5/8" CDX PLYWOOD 2X4 RAT RUNS @ 10' O.C. CONTINUOUS W/ (2) 16d NAILS @ EACH TRUSS HIPFRUSSES NAIL HIP JACK TRUSSES W/ TOP CHORD (2) #10 COMMON BOTTOM CHORD (2) #10 COMMON `-- SUB -FASCIA BOARD _ ROOF SHEATHING TO BE /CARRIED OVER (2) SPANS MINIMUM @ ALL LOCATIONS 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF 108 lbs. JACK TRUSS CONNECTION @ HIP & GIRDER TRUSSES SCALE: 1/2" = V-0" 2" X 4" PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. OPEN TRUSS CEILING 5" CONCRETE SLAB W/6X6 W1.4/W1.4 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL TYP. WALL SECTION SCALE: 1/2" =1`0" +27.8 -31.0 +27,8 -31.0 FRONT ELEVATION SCALE: 1/4" = V-0" A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE STRAP AND THE TRUSS WITH COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO TRUSS CONNECTION. 2x4 BLOCKING @ PLYWOOD SEAMS AS INDICATED ON THE ROOF TRUSS PLAN ON SHEET S2 �SIMPSON TRUSS ANCHOR SEE SHEET S2 ALUMINUM DRIP EDGE W/ ALUMINUM I i It I,\ FASCIA ON 2>VUB FASCIA 0.,/ENTED STUCCO SEE DETAIL DOUBLE U-BLOCK BOND BEAM W/ #7 BAR IN EACH COURSE W/ LINTEL OVER OPENINGS CONTINUOUS #6 BAR IN A GOUTED CELL (2' O.C. TYPICAL) #6 BAR LAP BETWEEN POURS DURA-WALL EVERY OTHER COURSE 2 STAGE POUR REQUIRED J 16' -'TDOUBLE U-BLOCK BOND BEAM W/ #5 BAR IN EACH COURSE W/ LINTEL OVER OPENINGS W/ #5 BAR PAINTED BLOCK WALL CONTINUOUS #6 BAR IN A GOUTED CELL (2' O.C. TYPICAL) 8'-0" �- DURA-WALL EVERY OTHER COURSE #6 ROD W/ 10" ACI HOOK EMBED MIN. OF 6" INTO FOOTER @ EACH VERTICAL; POURED CELL. 24" W X 16" D FOOTING W/ (3) #5 REBARS CONT. W/ MIN, 3" COVER PRE-ENGINEERED TRUSSES ROOF SHEATHING REPLACEMENT TRUSS / ANCHOR USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. MISSED STRAP CONNECTION SCALE: N.T.S. METAL DRIP EDGE -- 1X5 HARDI-FASCIA ON - SIIJGLE 2X4 SUB -FASCIA 4" VENTED CONTINUOUS STUCCO SOFFIT OR W/ NO VENT ©©o©lE. o z 13p N c) _j -i F--- Q MM6 U N0)W z 00Vz I H 01 O) 00In0 In W NNJ . N w 'A1 r � ICI UJU) LL 0 H W 0 cD Zk rn N Q V10 Ld U Q z �o _ . _I F_ V 0 - A N = Q I'�ll 0 T cy) w m r O w O � U � Ld C7 O O � C7 1�1 -1 x00 O Lei O U L0 ti L - ------ 2X2 PT NAILED W/ 12d NAILS @ 16" O.C. TO FRAMED WALL 12" SOFFIT DETAIL SCALE: Y4" = 1' ENSF •� N 4 S .,•'•. SAT � T117 S`SHHE•EE7 `'�, 7 TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN v v DESIGNED IN ACCORDANCE WITH SECTION n OF 7 1609 OF THE 2014 FLORIDA BUILDING I CODE i ccon r