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16-1472I v I U U %m�� (a kw�two _I m I MECHANICAL NOTES: 1. ALL SUPPLY AIR REGISTERS SHALL BE 10 INCHES X 10 INCHES ADJUSTABLE w / 10 INCHES X 20 INCHES INSIDE OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENILATED ATTIC SPACES SHALL HAVE AN R-6 INSULATION VALUE. DUCTS LOCATED IN UNCONDITIONED INTERIOR. SPACE. INTERIOR SPACES SHALL HAVE AN R4.2 INSULATION VALUE. PROVIDE 50 CF M PER WATER CLOSET AND / OR URINAL. 2. RESTROOM VENT FANS SHALL P M MINIMUM ED TO THE EXTERIOR ATE AT AN APPROVED VENT CAP. 3. VENT FANS SHALL BE DUCT I _OR AND TERMINATE 4. HVAC EQUIPMENT SHALL BE EQUIPPED WIYH OUTSIDE FRESH INTAKES PROVIDING 20 CFM FOR EACH TER HEA AND EACH URINAL WHICHEVER IS GREATER. OCCUPANT OR 50 CFM FOR EACH WA TER CLOSET _ PLUMBING NOTES: 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILiTIES AND SERVICE SINK WHEN NOT SHOWN ON THE FLOOR PLAN. 2. TOILETS SHALL BE ELONGATED WITH NON-ABSORBENT OPEN FRONT SEDT. 3. RESTROOMS WALLS SHALL BE COVERED WITH NON-ABSORBENT ENT MATERIAL TO A MINIMUM HEIGHT OF 48 INCHES A.F.F. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES. INCH DRAIN TO EXTERIOR 5: WATER HEATER SHALL HAVE $AFTY PAN WITH 1 , T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUTOFF VALVE WITHIN 3 FEET ON A COLD NATER SUPPLY LINE. 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC DWV. 7. WATER SUPPLY LINES SHALL BE POLYBUTYLLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SE-rTING IS 180* F. THE POLY- BUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES LIMITATIONS AND INSTRUCTIONS. 8. ' WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED. 9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED EY OTHERS. SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120° F 48.8° C ) ( 11: THERMAL EXPANSION DEVICE, IF REQUIREDUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON LOCAL JURISDICTION PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED B Y OTHERS S UBJECf . TO OC ' AND APPROVAL. GENERAL NOTES: C N O BUILDING FOR PERSONS IN EL >: �-IS IED BY D FIELD BUILT 1. ACCESS T BUIL IN ER ONS IW- c RANCE A CEAST 5010.OF, i?UBLIG ENT S BYOTIiERS AND SUBJECT TO ALL`LOCALJURISDICTIONS. , ATLEAST ASCE 7-10 CODE PRIMARY ENTRANCE) AND ALL REQUIRED EXITS MUST BE ACCESSABLE W Q 2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, 000 TOOL, SPECIAL KNOWLEDGE OR EFORT, MANUALLY OPERATED FLUSH BOLTS OR SURFACE W� BLOTS SHALL NOT BE USED. 0 Z 3. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES A. ROOF = 10 PSF ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFTY TEMPERED OR ACRYLIC PLASTIC W Y SHEET. O M J - CORRIDORS); 50 PSF( REMAINDER). 4. FLOOR DESIGN LIVE LOAD 100 PSF LOBBIES & CO ) , ( ) ( 5. MAXIMUM WIND LOAD -146 Vasd/188 Vult (HVHZ) MPH 6. OCCUPANCY IS BUSINESS. C. WALLS= 5 PSF 7. OCCUPANT LOAD: 14 PEOPLE. (BASED ON 1 PERSON PER 100 SQUARE FEET OF BUSINESS AREA). 8. CONSTRUCTION IS TYPE V -B. 9. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH X 26 GA. W/ (8)15 GA. X 7/16 INCH CROWN X 1 1/2 INCH STAPLES WITH A MINIMUM OF 1" PENETRATION EACH ENO OF STRAP OR 10. MIN. COORIDOR WIDTH IS 44 INCHES. A. ROOF = 30 PSF 11. MIN. CORRIDOR FINISH IS CLASS B( GYPSUM ). 12.- WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE TO BE SUPPLIED AND SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 13. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S. TO BE DONE BY THE LOCAL FIRE C 1O N R Q SAFETY INSPECTOR. C. CORRIDOR= 100 PSF OVER 30 INCH C 20 INCH AREA 14. PORTABLE FIRE EXTINGUISHER PER N.F.P.A.-101 INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 15 THIS BUILDING REQUIRES A FIRE SEPARATION DISTANCE IN ACCORDANCE WITH TABLE 602 OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014). 16. WHEN LOW SIDE OF ROOF PROVIDES LESS THAN 6" OF OVERHANG GUTTERS AND DOWNSPOUTS :WILL ROOF SNOW LOAD: N/A BE REQUIRED, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION. 17. IN WIND BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE PROTECTED WITH AND IMPACT RESISTANT COVERING OR WITH MINIMUM 7/16" WOOD STRUCTURAL PANELS PER SECTION 1609.1.4 F THE FBC. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARD ARE PROVIDED PER TABLE 1609.1.4 THE IMPACT RESISTANT COVERING OR WOOD STRUCTURAL PANEL 1. 146 Vasd/188 Vult (HVHZ) WIND SPEED (MPH) ARE TO BE PROVIDED ON SITE BY THE BUILDING OWNER SUBJECT TO LOCAL JURISDICTION AND AN PROVAL. WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER INE WHERE THE BASIC WIND SPEED IS 110 MPH OR GREATER AND AREAS WHERE THE BASIC WIND SPE : -:D,, IS 120 MPH OR GREATER.' 18. ALL MATERIALS USED THE CONSTRUCTION TION O F THE BUILDING WHICH ARE COVERED BY THE FLORIDA 3. II BUILDING CATEGORY APPR BUILDING COMMISSION CHAPTER 9B = 72 RULES SHALL HAVE CURRENT FLORIDA PRO D O AUCT L. 19. THESE PLANS COMPLY WITH THE CODE IN EFFECT AT THE TIME OF CONSTRUCTION. - I 20 H . THE RAISED SEAL SET OF PLANS ARE O NF ILS IN THE THIRD PARTY AGENCY S OFFICE AS DIRECTS RA , BY DPBR. 21. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT ISATLEASTAI GCpI =0.18 INTERNAL PRESSURE COEFFICIENT. AVERAGE OF 1 FOOT-CANDLE AND A MIN, OFA FC MEASURED ALONG THE EGRESS AT THE FLOOR- EVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 C AVERAGE AND A MINIMUM AT ANY POINT O .06 FC AT THE END OF THE EMERGENCY LIGHT TIME DURATION, A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. 6. 0.85 WIND DIRECTIONALITY FACTOR (Kd) ELECTRICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODES ( NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECE SED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACEMOUNTED 8. MAIN FRAME STRUCTURE OVERTURNING INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FI RES SHALL HAVE A MININMUM CLEARANCE OF 6 INCHED FROM "STORAGE AREA" AS DEFINED BY NEC 4 0-8 (a). 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIS -,UIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWr CH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TOTIIE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED" OFF "POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE (ROOF) Pr = 123.70 PSF DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READI Y ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER PW = 55.6 PSF ZONE 5 PW = 40 ZONE 4 MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY obw X LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SU ECT TO LOCAL JURISDICTION APPROVAL. � � m 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. IN HEIGHT. 8. REFERENCE STATE APPROVED PACKAGE FOR ELECTRICAL RISER DIAGRAM. aIL 9. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES ABOVE THE FL OR. FIRE ALARM HORN / STROBE DEVICE SHALL BE WALL MOUNTED WTH THE BOTTOM EDGE 80 INCHES SEISMIC LOAD: N/A ABOVE THE FLOOR. LL 10. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR TIMER. FLOOD LOAD: 11. ALL RECEPTIC ALS INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (W.P.) CO - ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS �" INSERTED OR REMOVED, SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD 12. WHEN NOT SHOWN ON THE PLANS PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EXIT J DISCHARGE EMEGENCY LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE B ILDINGS OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL. LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. STRUCTURAL LOAD LIMITATIONS: DESIGN CODES LDING CODE 5TN 2 H EDITION FLORIDA BUI ( ) C N IW- ASCE 7-10 CODE 6i■ W Q 000 BUILDING DEAD LOADS W� 0 Z ® A. ROOF = 10 PSF O W Y O M J B. FLOOR = 10 PSF C. WALLS= 5 PSF BUILDING LIVE LOADS A. ROOF = 30 PSF B. FLOOR = 50/100 =2000# CONCENTRATED LOAD. C. CORRIDOR= 100 PSF OVER 30 INCH C 20 INCH AREA LOCATED ANYWHERE ON FLOOR. ROOF SNOW LOAD: N/A WIND LOAD CRITERA: 1. 146 Vasd/188 Vult (HVHZ) WIND SPEED (MPH) 2 I w = 1.0 WIND IMPORTANCE FACTOR: 3. II BUILDING CATEGORY - 4. ENCLOSURE CLASSIFICATION: ENCLOSED GCpI =0.18 INTERNAL PRESSURE COEFFICIENT. 5. C EXPOSURE FACTOR 6. 0.85 WIND DIRECTIONALITY FACTOR (Kd) 7. 0.85 GUST RESPONSE FACTOR (Gh) 8. MAIN FRAME STRUCTURE OVERTURNING LOAD Pr = -93 PSF 9. COMPONENT & CLADDING LOAD: (ROOF) Pr = 123.70 PSF ■ O 00 0 T o ( WALL) ti PW = 55.6 PSF ZONE 5 PW = 40 ZONE 4 obw X 10. ENCLOSED BUILDING ENCLOSURE CLASSIFICATION 00 (0 m A C0 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE � � m UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. aIL SEISMIC LOAD: N/A LL FLOOD LOAD: CO - THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR` �" SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD J PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. Q J r 0 SITE INSTALLED NOTES: NOTE THAT THIS LIST DOES NOT NECESSARILY LIMITS THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSULATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 1.. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3, PORTABLE FIRE EXTINGUISHERS (S). 4, DRINKING FOUNTAIN, BUILDING DRAINS, CLEAN -OUTS, AND HOOK- UP TO PLUMBING SYSTEM. . ELECTRICAL SERVICE HOOK-UP ( INCLUDING FEEDERS) TO THE BUILDING. 6.. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS ( MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINES (S) - ( MULTI -UNITS ONLY ). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN 9. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE, 10. GUTTERS AND DOWNSPOUTS (IF APPLICABLE). 11. SINK AND CABINETS 43, THEFOAAL STATE CODES: FLORIDA FLORIDA BUILDING CODE, 5TH EDITION (2014) FLORIDA MECHANICAL CODE, 5TH EDITION (2014) FLORIDA PLUMBING CODE, 5TH EDITION (2014) FUEL GAS CODE, 5TH EDITION (2014) 2011 NATIONAL ELECTRIC CODE FLORIDA ACCESSIBILITY CODE, 5TH EDITION (2014) FLORIDA FIRE PREVENTION CODE, 5TH EDITION (2014) OCCUPANCY BUSINESS CONSTRUCTION TYPE V -B DRAWING INDEX: C1 COVER SHEET Al FLOOR PLAN A2 ELEVATIONS A3 BUILDING CROSS SECTION A4 FOUNDATION PLAN V U .fICU Q0 C)Li!d g LO R VI�,'U`IVEfit , ` a, - Structural x Electrical " Et Plumbing 04 Mechanical P &ZQ J Forester � r{ Ii(, 0 CONSULTING ARCHITECT - THOMAS L. MELTON FLORIDA# AR0017033 REVISION DATE: DATE: 03-22-2016 . F DRAWN: R.L.G. � t ' JOB M 614662-3 SHEET NO. >� o 001 �� s {wx C 1 © COPYRIGHT 2013 -MODULAR PLANS DESIGN, CO. C N IW- 6i■ W Q 000 J W� 0 Z ® IJi C6M O W Y O M J V U .fICU Q0 C)Li!d g LO R VI�,'U`IVEfit , ` a, - Structural x Electrical " Et Plumbing 04 Mechanical P &ZQ J Forester � r{ Ii(, 0 CONSULTING ARCHITECT - THOMAS L. MELTON FLORIDA# AR0017033 REVISION DATE: DATE: 03-22-2016 . F DRAWN: R.L.G. � t ' JOB M 614662-3 SHEET NO. >� o 001 �� s {wx C 1 © COPYRIGHT 2013 -MODULAR PLANS DESIGN, CO. 56' 49' COLUMN STRAPPING SCHEDULE A INDICATES TYPE OF STUD T1 INDICATES TYPE OF TIE DOWN STRAP * INDICATES WITH RIDGE BEAM BEARING STIFFENER( SEE RIDGE BEAM NOTES FOR SPECIFICATIONS) r) STRAPPING SCHEDULE (2 2x4 SPF #2 THIS HALF O(2) 2x4 SPF #2 EACH HALF 0(3) 2x4 SPF #2 THIS HALF OD (3) 2x4 SPF #2 EACH HALF O(4) 2x4 SPF #2 THIS HALF O(4) 2x4 SPF #2 EACH HALF O(5) 2x4 SPF #2 THIS HALF O(5) 2x4 SPF #2 EACH HALF I (6) 2x4 SPF #2 THIS HALF J (6) 2x4 SPF #2 EACH HALF K (7) 2x4 SPF #2 THIS HALF L (7) 2x4 SPF #2 EACH HALF 0(8) 2x4 SPF #2 THIS HALF O(8) 2x4 SPF #2 EACH HALF NOTES. 1. ALL COLUMN STUDS SHALL BE NAILED TOGETHER PER NDS AND FASTENED TOGETHER WITH 100% PVA GLUE COVERAGE. 2. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. 3. INSTALL ONE TIE DOWN STRAP FROM RIDGE BEAM TO COLUMN AND FROM COLUMN TO FLOOR RIM JOIST FOR EACH STUD OF COLUMNS. (ie: 3 STUD COLUMN WILL REQUIRE 4 TIE DOWN STRAPS) 4. STRAPS SHALL NOT BE OVERLAPPED OR DOUBLED UNLESS SPECIFIED OTHERWISE. TIE DOWN STRAP DESCRIPTION T1 20 GA. X 1 -1/2" GALV. STEEL STRAP WITH (7) 0.148'10 X 3" NAILS EACH END. TWO 26 GA. X 1.5" GALV. STEEL STRAPS MAY BE SUBSTITUTED FOR ONE 20 GA. X 1 -1/2" STRAP. NAILS MUST PENETRATE 2" MININUM INTO ALL MEMBERS. PENETRATION MAY BE REDUCED TO 1 -1/2" IF 8 NAILS ARE USED IN LIEU OF 7. IN NO CASE SHALL SPLITTING OF WOOD BE PERMITTED. • ■ 0 00 `- O � ODi;U cow (AMF5) OD OD 1 8 3 00 m Z 0OD aoo EMAX A aQ 10-2 2,4,5 REG./LI61-IT5 20AIP w Z ® Q a. w Z C Lo O U) N J W wQ Q� oO J �L.L 0c ® LL g �tWo I,- Y 0 0 0 QM J co 00 45, r;71 F71 ELEGTRIGAL LEGEND / VN r cdv 2B e.DUPLEX REGEPT @ 16" A.F.F. EXHAUST FAN ,. [==e:26 ELECTRICAL 5CHEOULE s� NOMENCLATURECIRUIT (AMF5) Cu, NM. A/6. 1 8 3 HVAC PEP. MFR. 5PEG5. 6,8 EMAX WA2P 10-2 2,4,5 REG./LI61-IT5 20AIP 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H, TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL 5CHEOULE s� NOMENCLATURECIRCUIT (AMPS) CU. NM. W/6. 1$3 HVAC PER MFR: 5PEG5. N/A EMAX 50A 2P 10-2 2,45 ` REG./LI6HT5 20A 1P -12-2 ALL PORTABLE APPLIANCES, INCLUDING AlH. TO HAVE D15CONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL s� O W (3) r C Lo U) x vJ Q N J 0 0 DATE: 03-22-2016 DRAWN: 7c #: 614662-3 EET NO. f Al R SECTION A -A RIM MEMBER 10 SYP #3 uNc EXTERIOR MALL FlNISH: ALUMINUM SIDING RGA.p TF L U PP N 0 TO P I TLY INAAL T1 DS „ , TRAP 5 1 .1 U OS O p A sF (8) 2 STAP S S U U 2 »SI ADS: 0 5 T E8AB �8 MORD Rqj SMALL STRUCTURAL BRACING co M R Cl I coo o TH T �SIST OFA A M TINU o ° m A Z SILL PLA 2 TE 2x4 SPF a # EE 1U U T�IT a APPROVEDTRUSS DESIGNX 0 LL GTH ¢ �- gAFTBACK ALL TRUSS MFG. ALPINE ENGINEERED 66LIAIT TRUSS DWG. NO. 25389 O V� BEL C Z N L. STUDS sui A- 2 _ 4 F2 ALLiX SP1 J � V� h�� /�* '1di �'Sr7i'�i�'it�t�'E-�" �At��Y`n "hI'"iha nn►In►i ►iAu e AILS $�b C.-EbGE$MY$" D.C.- TlElff TH 100LUE' 00• ��GE: � PER VER J 2 X 4:SPF BOTTOM PLATE 11 FLOOR INSULATION NR END S N T Z o NN A 0 o i� N o 102 — --- — ` — _:-.'!T'— nn nL..vZT/n e��rrn nTnT11.�A��irA11. --------= �.��...--�-----�._.-..a.,�........::...-.,-.,..a.,,l... L J S W Sg PP y 2 NN U R THE E J �- A OR ALL FR G. 5 BRACING MATERIA b/8ATE SHEA I G -2 > Q OR 5CA APpp g I . F �jEQ,CAELD COON¢OR G. B& N . GE AVID 6 ¢ 00 J o: u o� uJ- Z 0 w Y O J M 1-3 I Iv I i-vvl% VWIIJI TH 16D NAIPER FLOOR JOIST.2x6 tAST OND SPEED (EXP. C} 6-8" MAX. MODULE *DTH 13'-8' MAX. (MODULE *DTH 11'-8" MAX. MODULE *DTH FIRE STOP SEE FLOOR PLAN FORIST VININUM RAIL SIZE STAPLES PER RAIL MININUM RAIL SIZE 1 TH 16D NAILS SPACED 5 O.C. BLOCKING BET" ALL STUDS AT ACTUAL OVERHANG LENGTH 8 2X8 7 FLOOR JOIST CEILING LINE 2x6 SYP #2 STUDS 0 16" O.C. SCALE:1 = l'-0" END VV ALL DETAIL CONSULTING ARCHITECT SCALE:1" = 1'-0" THOMAS L. MELTON FLORIDA # AR0017033 1 - 1 I nnuen\ICAIT WIAin 1 nen Gunn nm -IWF rr1vi-w 01.144 1 _ 1- - RAIL AND RAIL FASTENING CHART OND SPEED (EXP. C} 6-8" MAX. MODULE *DTH 13'-8' MAX. (MODULE *DTH 11'-8" MAX. MODULE *DTH ININUM RAIL SIZE STAPLES PER RAIL VININUM RAIL SIZE STAPLES PER RAIL MININUM RAIL SIZE STAPLES PER RAIL 188MPH 2X10' 8 2X8 7 2X8 6 REVISION DATE:,' ;> t DATE: 03-22-2016 �A =- -- r-, DRAWN: R.C.S. t* 171 n � U NIT#: 614662-3 . < a' _ PREPARATION. ._ _ SOIL &SITE RING PRESSURE 0 F IL BEA L. � ALLOWABLESO � .J l_ � FOUNDATION DESIGN IS BASED ON AN � I-. � � _1 I_ J I_ J �-- � 1. FOUND - --- - - Yl U 1 1\ U1IVUUL i11U 1W <111W1.aL1 \ l v viiv .. i.. 7 -- v M♦� W00... � 00 M PAD. BASE (n . - I - 1. PTF,R FnnTTNC TYPF, A SHALL BE 18"X16" P ABS PAD OR 16 X16 X4 .2500 SI ri n.. NOTE: MAXIMUM OF (2) LAYER5 a 5 1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT, O SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM THE FOUNDATION. 2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE SHALL HAVE NO VEGITATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED - PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION r"x2 5 P MULTIPLE LAYERS ARE USED . 19 x19 x3/4 AB5 PAD MULTIPLE LAYERS ARE U5ED 24 "x7/8" 4 AB AD AND FOREIGN MATERIAL. THEY MUST BE 5GREWED MODEL #3055 MIND MAN INC.)THE THEY MUST: BE SCREWED' MO #3083 (MINUTE MAK E (MINUTE ' DEL ( TE INC.)) �. AND GLUED TOGETHER. OR APPROVED EQUAL AND GLUED TOGETHER. OR APPROVED EQUAL) ( ) ( . A 1 x x MASONRY UNIT: �'�/ NOTE T LEAST 4 4 16 GA . NOTE AT LEAST 1 4 x4 x16 GAP O P O NOTE. AB5 PAD SIZE MUST • T L.L. NOTE. ABB PAD SIZE 55 1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPINDICULAR OR PARALLEL 1..1_ . L GK -MUST 13EUSEDAT ALL PIERS' BLOCK MUST BE USED AT ALL PIERS t► t�% OR C 2.55 S.P. MIN. EQUAL OR EXCEED 4.0 S.F. MIN n EQu�I' EXCEED TO THE FRAME. MAXIMUM OF 4 COURSES 32 HIGH UNLESS OTHERWISE NOTED. A PIER A O , ( ) Q SCALE: o �_ oLL f, 1 .�caLE. 3i4 1 0 B PIER B 2. TO WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE _ - 56>0 ::WOOD SHIM MATERIAL. _ _ . MAXIMUM WIND 5PEED PER CHART. PER A5015-1-10 _10 r 1. ALL WOOD BLOCKING AND SHIMS BECEDAR OR PRESSURE TREATED cn N AN HOR H HAVE MINIMUM 2 . A TI OW G 5 5 ALL E 47 5 LB ALL E D �/ LLI CAPACITY AND SHALL BE INSTALLED IN AGGORGANGE WITH A GROUND ANCHORS. Q ¢ a I AL THEIR APPROVAL VE 4725# MIN. ULTIMATE CAPAC & SHALL BE 1. GROUND ANCHORS SHALL HAVE ITY 909 DIMENSIONS NOTE: LESSEE/END USER 15 REPONSIBLE FOR LCTIN INSTALLED IN ACCORDANCE IT MANUFACTURER SPECIFICATIONS. _ OFOUNDATION ALL, UNDERGROUND UTILITIES AND Q85TRUCTION5. u- z NOTE. LE55EE/END USER 15 RESPONSIBLE FOR CONDUCTING 5T IF R auiR FOR P RM TTING TE E ED TIE DOWN STRAPS. . n v _ GALVANIZED STEEL - 1-H 1. THE TIE DOWN STRAPS SHALL BE 1 X 0.35 GALVANI D S S 78 TYPE 1 '�' QQ •g M � w o co o M A. MODULE WIDTH PIER TO LE B. ED GE G. STEEL BEAM SPACING A PULL E I r g M .. _ - -TIE-DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE FINISH. B GRADE 1. . 11 S 22 VARIES NOTE. LE55EE/END USER IS RESPONSIBLE FOR INSURING THAT _ .. 4725# MIN. ULTIMATE CAPACITY.. 51TE/501L CONDITION5 MEET OR EXCEED THE REQUIREMENTS 5HOWN. �. MAX. PIER SPACING MINIMUM 501L BEARING CAPACITY INSTALLATION SPECIFICATIONS: 03 _o 1. 2000 P5F O 5 SHOWN OTHERWISE (UNLES ) �1 _ scaLE. 3i8 - i -o�� 2 0 SOIL & SITE -PREPARATION: NOTE: MAXIMUM OF (2) LAYER5 a 5 1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT, O SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM THE FOUNDATION. 2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE SHALL HAVE NO VEGITATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED - PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION r"x2 5 P MULTIPLE LAYERS ARE USED . 19 x19 x3/4 AB5 PAD MULTIPLE LAYERS ARE U5ED 24 "x7/8" 4 AB AD AND FOREIGN MATERIAL. THEY MUST BE 5GREWED MODEL #3055 MIND MAN INC.)THE THEY MUST: BE SCREWED' MO #3083 (MINUTE MAK E (MINUTE ' DEL ( TE INC.)) �. AND GLUED TOGETHER. OR APPROVED EQUAL AND GLUED TOGETHER. OR APPROVED EQUAL) ( ) ( . A 1 x x MASONRY UNIT: �'�/ NOTE T LEAST 4 4 16 GA . NOTE AT LEAST 1 4 x4 x16 GAP O P O NOTE. AB5 PAD SIZE MUST • T L.L. NOTE. ABB PAD SIZE 55 1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPINDICULAR OR PARALLEL 1..1_ . L GK -MUST 13EUSEDAT ALL PIERS' BLOCK MUST BE USED AT ALL PIERS t► t�% OR C 2.55 S.P. MIN. EQUAL OR EXCEED 4.0 S.F. MIN n EQu�I' EXCEED TO THE FRAME. MAXIMUM OF 4 COURSES 32 HIGH UNLESS OTHERWISE NOTED. A PIER A O , ( ) Q SCALE: o �_ oLL f, 1 .�caLE. 3i4 1 0 B PIER B 2. TO WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE