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HomeMy WebLinkAbout4330 20th St (40)201 01' 51 OII IV O" 15 O" 25' O" I6' 13O 6" -------------- ---------- -------------=------------------- -- 12"CONCRETE CURB I 1 I •:, -----_---- � � 42"X-02" F " G. 42 X42' F.G. „ 48`X42 S.W. 24 X42" F.G. - .9 12" CONCRETE CURB .,... r------ ----------------------.--------- 05 VERTICAL REBAR WITH FILLED i 61 211 2' 011 6' 101, 1 CELLS FROM FOOTINGS TO TOP 1 I I 1 COARSE OF STEM WALLIL 1 1 x Q- p GRASS DRAIN FIELD AREA 3, O„ I 41 F "� r2ESTRDOM for GRASS DRAIN FIELD AREA �� x FORMED POURED CONCRETE STEPS WITH 5 RISERS 6" TO CONCRETE I I I ♦� •_---s:S---� •- - 1._ - - - 1 1 II O - - in LANDING. VERIFY IN FIELD I - ----------- ----- - 1.- - - - - - _ - - - - - 1 I :. I .. - '. .. - - 5 RISERS a 6 � TO - '. CONCRETELANDING t t •-------------------.- -_------------------------ - - - - ----------- - 12" CONCRETE CURB SEPTIC TANK LOCATED BELOW LANDING AREA WITH LID LOCATED 2 V.T.R. Nil 48"X42" S.W. 24°X42" F.G. 12" CONCRETE CURB HERE 5' Q11 B` 0n SEPTIC TANk LOCATED BELOW LANDING APl WITH LID LOCATED - HERE 6' O° 6 ol 20' Oil 5' 0" 15' QII 20' O" FOUNDATION 4 FLU„ 51NG. PLAN 1/4" 11 011 FLOOR FLAN 1/" ALL EXTERIOR WALLS ACT AS SHEAR WALLS Phase be advised this review of plus suturfftted is �t dMy review to assist i'the contracto< in ©ompiiance VA applicable fire safety codes. This review is not interxded to be a final approval of the submitted plans. ft is the contractor's sole responsibility to ensure hat the plans are in complete compliance with all applicable III codes and local ordinances. In the event that firth I5 O 210II i 2"X 6" 16 GA STEEL �2'0" I STUD JOIST 16" OC ai ~ Q 0 �MJWJ o x X iv tlf x � x N - 1 15' Q11 3" PVC PIPE THRU ROOF AT ALL ATTACH VERTICAL 2"X3 5/9" 16GA STEEL CORNERS FOR WATER RUN OFF STUDS AT SIDE OF ALL 2"X6" STEEL STUD OF ROOF TO GROUND BELOW. JOISTS WITH (S) 012-24 TEK 5 SELF DRILL SLOPE ROOF TO THESE AREAS - SCREWS - ROOF: JOIST FLAN 1/4" 1' 011 ELECTRICAL LEGEND LIGHTED EXIT SIGN CEILING ;LIGHT EMERGENCY LIGHTING LIGHT SWITCH 220 OUTLET BATH EXHAUST FAN 110 OUTLET QUAD SMOKE DETECTOR 110 OUTLET DUPLEX (GFI 110 GffllFI OUTLET DOUBLE 40WATT FLUORESCENT er exam+nation or site inspection reveals arm of non complism, # ;gam bg the contractor's sole mspon* ty, at heir soie a to bring those areas in compliance. The try am es no ------------------------- -- tsd�lyrha thettracor'sf+etabem aN appk" WPA C0dgS and b * . ALL RAILING TO MEET tt PLAN(S) HAVE BEEN D ALL A.D.A, CODES STUCCO FINISH BYE PAD B'-"" +�C� Date:— YRMLL"S � iHAV v n WED H,Y.,4.C, FLAN 1/4 112 11 011 GOODMAN MODEL. r MSGISHRNI SPLIT AIR CONDITION SYSTEM WITH HEATER. CONDENSER UNIT ROOF MOUNTED TO EXISTING BUILDING - - - - MAIN ELECTRICAL PANEL, - -- - - - - - - - _ - _ _ - _ _ ROOF JOIST ------<--------------- ------------------- ------ WA H GHT" 12" CONCRETE CURB TO BE MOUNTED t I \ ABOVE WINDOWS gyp, 2EONDUIT IN SLAB iTd'kIJB PANEL _ APlf Ay E4tJ YINF>=1�I1Jr - � - � I�IVR►'"RV L R1VV6� 1 IVY FLORIDA LICENSE NUMBER 31296 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION R I T"i TELEVATION ARE IN COMPLIANCE WITH CHAPTER 16. SECTION 1609 O F THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND *UST) iI _ 1 n WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 1/4 - I 0 FLORIDA BUILDING CODE AND ALL 2005 4 2006 SUPPLEM ENTS Ny y Zy44 V �mM�CC O q Q tow°^ v I P W RWQ"'�O WH��W O Ull w z x -c-' z�A d 0 � (] p `!Ul O� � � U n� 0-4) r O a d W ui d a z Q fa r rA O y tL z z W a S u- LU U. ` C:) :Z A Z � Cn n l"u W W LL a O O V LL N BUILDING 135 LANDING 45 PG 1 OF 3 ARKAY - - - - - - - - w�lllil •,.:Il ��,i" d.l'- � —..�ti�_—«�I.a-�-=- m..�r - mdalis dal,diuL�'a.�iuL�r�.I�aixl�,�C_.a�c �Grn9U�Lsul....la_la..a".:�uGGul�lu�n1�➢[M I�IP I I � �,i�.l ii�)�d..ildivn G ��9� t� �e�� i i..�.��i ilCiia.iu$'3w liat.l�lil�itllu.weWts �1� 7ai�AStl In'�u�k.esa�.a �.iuu.i�,:v`i ,Il.�i n•bs: I. �i1..7.,6>3LLr-1� ,llnu&i��.u,_te_ �r N12ediY � c£a.l�I"It..mly-lull#�16kYensMlYiMilli! Te4[„-;ML..,.uu[�.ws-ia,tu:iuulcMw:rrtlul;mlxluMl COVER ROOF DECK, BACK SIDE OF VERTICAL STEEL STUD MANSARD ROOF EXTENDING OVER TOP WITH DURO LAST RUBBER ROOF SYSTEM COVER TOP WITH WHITE PAINTED INSTALLED PER MANUFACTURES SPECIFICATIONS CAP TOP OF VERTICAL STUDS ALUMINUM U CHANNEL CAP 1/2" CDX PLYWOOD ON ROOF DECK, BACK SIDE WITH 3 5/8" 16 GA STEEL TRACK OF STEEL STUD MANSARD ROOF ATTACHED WITH WITH (1) 010-16 SCREW AT EACH SIDE #8X 1 1/2" SELF DRILL SCREWS 6" OC ON EDGES AND IN FIELD ROOF CANOPY ATTACH Z ^fO STEEL ==L STUD UD JOIST TO I OF WALL WITH (1) UNI CLIP WITH (9) 012-24 CAP ENDS OF 2"X6" STEEL STUD 1 TEK 5 SELF DRILL SCREWS IN JOIST AND CHAMPER STRIP JOIST WITH 6" 16 GA STEEL TRACK i (4) IN TOP OF WALL 16GA STEEL TRACK WITH (I) oio-iro SCREW AT EACH SIDE ..................................................... ... llcicic 2 X& 16 GA STEEL STUD JOIST im 16 OC ROOF JOIST . . ....................................................................... ... ... ... ... M R-19 FIBERGLASS WALL HEIGHT INSULATION BATTS i7 1/2" CEILING TYPE i GYPSUM BOARD GENERAL NOTES: r ATTACH VERTICAL 2 X3 518" 16GA STEEL INITIAL SOIL POISONING TREATMENT SHALL BE DONE At- TER ALL EXCAVATION STUDS AT SIDE OF ALL 2"X6" STEEL STUD THIS BUILDING HAS BEEN DESIGNED To CONFORM'TO THE 2004 FLORIDA BUILDING CODE BACKFILLING 4 COMPACTION ARE COMPLETE JOISTS WITH (5) #12-24 TEK 5 SELF DRILL AMC) ALL 2005 AND 2006 SUPPLEMENTS PER FBC 3 20.1.2.) SCREWS R-11 FIBERGLASS ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLO Rir->A PROFESSIONAL STRUCTURAL ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED BATT INSULATION CUT SOFFIT VENTS e uo" or- IN ALL ENGINEERING COMPANY, HAS APPLIED RATIONAL ANALY 616" FOR THE STRUCTURAL r,>Eslc.N INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320, 1.2) OVERHANGS AND COVER WITH 4"XI6" OF THIS STRUCTURE ALUMINUM SOFFIT VENTS 1/2" G.P, DENSGLASS GOLD EXTERIOR SHEATHING BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE ATTACHED TO STEEL STUDS WITH 08XI" BUGLE HEAD THE BUILDING (INCLUDING rs ALL COMPONENTS ANDCLADD INGS SHALL BE DESIGNED FOR THE FINE THREAD RUST RESISTANT SELF DRILL SCREWS FOLLOWING SUPERIMPOSED LOADS WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN I SIS"XIO" 16 CA C STUDS FIELD FABRICATED 3 518" 16GA STEEL 4" OC AROUND THE PERIMETER OF PANEL AND 5" ADEQUATE SIZE 4 DEPTH To ELIMINATE ANY OISTURBANC. E OF THE SOIL AFTER THE i E BOX BEAM HEADERS OVER ALL WINDOWS STUDS im I(." or- OC ALONG VERTICAL FRAMING INITIAL TREATMENT ( PER FBC R320.1,3) AND DOORS WITH DOUBLE 16GA STEEL STUD SLAB, AT EACH ENE) WITH (1) 1-1546 16GA H HEADER LIVE LOADS - So F,S,F, A MINIMUM 6MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL HANGER WITH (12) 010-16 SCREWS IN STUDS DEAD LOADS - to p.S.p. AND (15) IN BEAM AT EACH SIDE 1/2" GYPSUM DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL WALL BOARD ROOFS BE REQUIRED (PER FBC R320,1,4) LIVE LOADS (TRUSS TOP CORD) 20 P.S, F, 1/9" STUCCO EXTERIOR OVER GALV PAPER DEAD LOADS (TRUSS TOP CORD) 10 p,S.F, BACK WIRE LATH INSTALLED PER STUCCO DEAD LOAD (TRUSS BOTTOM CORD) - 10 11 F. ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL S ALONG THE FOUNDATION MANUFACTURE ASSOCIATION GUIDELINES AND ASSUMED TRUSS SELF WEIGHT DEAD LOAD) -I P.S,F. LOCAL CODES THROUGH DENSGLASS SHEATHING PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,11,15) INTO STEEL FRAMING WIND DESIGN ASSUMPTIONS. EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE BUILDING EXPOSURE - 5 WITHIN 12" OF: THE STRUCTURE SIDE WALLS (PER FBC R 320,1.6) BUILDING IMPORTANCE FACTOR 1,0 MEAN ROOF HEIGHT 30' OR LESS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION 16 SECURE STEEL -STUD WALL TO SLAB HEIGHT 4 EXPOSURE ADJUSTMENTS cOEFFICIE NT - 1,0 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE THRU BOTTOM I& GA TRACK WITH 1/2"X4" ENCLOSED BUILDING REDHEAD EXPANSION BOLTS 24" Or - VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320.1.w INTERNAL PRESSURE COEFFICIENT • + 0 ,IS SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDING 4" 3000 PSI CONCRETE SLAB WITH WIRE MESH AND & MILL VISQUEEN SIDE WALLS (PER FBC R320,71) OVER CLEAN COMPACT TERMITE SOIL BEARING 4 COMPACTION: AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM TREATED SOIL. FOUR REMAINING BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB CELLS SOLID WHEN POURING SLAB THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL SEARING CAPACITY OF MS, SHORING AND ANY OTHER CELLULOs E CONTAINING MATERIALS FINISH FLOOR TRAP BOXES, FOR 2000 PAP.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING PER (FBC =-A,)^ a -A I I i F - : I %J THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P,S.F, FOUNDATION LOADING E— --------------------------------------- --------- I -------- THE DISTANCE FROM THE WALL COVERING ( EX CEPTIONS: PAINT AND CONCRETE CURB 05 VERTICAL REBAR PLACED ARKAY ENGINEERING INC- A REGISTERED LICENSED FLoR ivA PROFESSIONAL STRUCTURAL CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AS SHOWN ON FOUNDATION PLAN. ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUT VISITING THE CONSTRUCTION AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 9," T 0 ALLOW FOR INSPECTION FOR FUTURE FOUR CELLS WITH 3000 PSI SITE NOR PERFORMING ANY SOIL TESTING TERMITE INFESTATIONS (PER FBC R104) ARKAY t:N(AIN1=tzKING INC SHALL NOT BE RESPONSIBLE IFO R THE SITE SOIL ABILITY TO SUPPORT EXTERIOR WINDOWS 4 DOORS: THE BUILDING LOADS GLASS DOORS OR ENTRANCE DO OR SHALL BE I ACCORDANCE WITH ALL EXTERIOR WINDOWS 4 C = TESTED N r-> I FOUNDATION 4 SLAB - ON- GRADE NOTES ANSI/AMMA/NWWDA 101/182 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS-., ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P,S,r-, FOUNDATION LOADING, SLAB 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING 6 USSTRATE SHALL BE PLACE OVER A rp MIL VAPOR BARRIER ON CLEA, N ADEQUATELY COMPACTED INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANuFACTURE ANCHORING RECOMMENDATIONS 4 AND TERMITE 7*oisoNEc> SOIL TO ACHIEVE THE DESIGN PRESSURES SPECIFIED CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHIA LL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF: 3000 P,S,I, ELECTRICAL, PLUMBING, 4 MECHANICAL: 10"X16" FOOTING WITH (3) *5 REBAR ON CHAIRS SPACED 114" REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I IDENTIFIED IN ACCORDANCE OC, WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL 05 REBAR , 30" FOR 06 REBAR 4 35" FOR 01 REBAR PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO PLANS ARE ENGINEERED FOR A MAXIMUM STEMWIALL HEIGHT OF 4 COURSES ( AFTER MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON CUT THRU IBUILDING SECT ION FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/NER REQUIREMENTS, EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION NOT TO SCALE AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 co URSE ARE REQUIRED ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "GFI" CIRCUIT A FOUNDATION SURVEY SHALL BE PERFoRmEr,> AND A COPY OF THE SURVEY SHALL BE ON SITE "AFI" CIRCUIT FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A OTRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET SACKS ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SH ALL ME WIREDINTO AN ARC -FAULT INTERRUPTER SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT MAO_^kI IIIAI I t0 BEDROOM fAIN&W OTHER rl=r% LIVING W0.4 CONCRETE MASONRY UNIT SHALL BE HOLLOW UNITMASONR Y IN ACCORDANCE WITH ASTM C-SO GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N, E,C, 3" PVC: PIPE THRU fROOFATALL AND SHALL HAVE MINIMUM F'M OF 1500 P,8,1, CORNERS FOR WATER RUN OFF MORTAR SHALL CONFORM To ASTMC -210 AND SHALL BE E ITHER TYPE M OR 6 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS 0 R CEILINGS SEPARATING THE DWELLING I ING FROM THE OF ROOF TO GROUND 5ELOW. GARAGE SHALL BE CONSTRUCTED OF MINIMUM N0.26 GAUD E SWEET STEEL OR OTHER APPROVED MATERIALS SLOPE fROO . F TO THESE AREAS REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE AND SHALL HAVE No OPENINGS INTO THE GARAGE ( FBC 2004 R309,I.Id WITH ASTMA-615, LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 2511 FOR as REBAR 30" FOR 06 REBAR AND 35" FOR 01 REBAR, SAFETY GLAZING: Ii GROW FOR THE POURED r-=-L* AND LINTELS *HALL HAVE A MAXIMUM COURSE AGGREGAII: SIZE OF 3/911 PLACED AT 8 TO 11 INCH SLUMP AND HAVE A M INIMUM 29 DAY COMPRESSIVE STRENGTH OF THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF 2000 P.S.I. (WHEN TESTED PER ASTM C-1019) GLAZING ...... ...... .... PROVIDE CLEAN OUT OPENINGS ( 12 $0, IN, ) IN CELL 6 CONTAINING SPLICED REINFORCEMENT. WHEN (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PAN ELI OF SLIDING DOORS THE GROUT POUR Excmoa 5 FEET IN HEIGHT ASSEMBLIES ------------- (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM SOIL TERMITE TREATMENT: ROOMS, ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY P ORTION OF A BUILDING WALL THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERE D TERMITICIDES, INCLUDING PESTICIDES THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR wwr=Rl= APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR.OTWE R APPROVED PROTECTION LABELED FOR THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RAP IUS OF THE DOOR IN A CLOSED USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN & 0" ABOVE THE FINISH FLOOR OR WALKING SURFACE A CERTIFICATE OF COMPLIANCE" SHALL ME 18suw'70 T HE BUILDING DEPARTMENT BY A LICENSED (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA MEL OTHER THAN THOSE LOCATIONS PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED, THE CERTIFICATE DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT M EETS ALL OF THE FOLLOWING SHALL STATE: (PER 1I R320,I) (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 9 60, FT, (S) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR THE 5UILD4NG WAS RECEIVED A COMPLETE TREATMENT 1I R THE PREVENTION OF SUBTERRANEAN (C) TOP EDGE GREATER THAN B&" ABOVE THE FLOOR TERMITES, THE TREATMENT 15 INACCORDANcE WITH THE RULES AND LAWS OFTHE FLORIDA DEPARTMENT (D) ONE OR MORE WALKING SURFACES WITHIN Bro" HORIZONTALLY OF AGRICULTURE AND CONSUMERS sERvicEs OF THE PLANE OF THE GLAZING IF: A REGISTERED TERMITICIDE BAIT SYSTEM 18 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320,1,6 DO NOT APPLY, 14 8 IGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSfALLA TION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTAI I PRIOR TO FINAL BUILDING APPROVA L PER FBC R320,11,1) GUTTER GUT THRU ROOF SECTION NOT TO SCALE 'jiLan, I hl I lI 11111 111 1 111 1I h I I AIRK3jr ENGINEERI+NG INC. ST bTURAL ENGINEERS RIC-14A D L.h, Io� Mtn E. PLORIDA LICENSE NUMBER 31296 1 HERBY CERTIFY T14AT THESE PLANS AND SPECIFICATIO NS WERE PREPARED 5Y ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER Irv, SECTION 1609 0 IF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE AND ALL 2005 4 2006 SUPPLEM ENT$ N N -4 k %mMM�` tic Z�C^O M Z3 rr IOU jn%QfQ I m fc; (0111.10 �I0 cn co 0 FL Q) :z Lu ()!t tu tdO O W_ 0- Q o 7T cb cal cq cal z Lu A UJI I I- yj Z U— uj % Q Ali 0 to UJI 0 CL LLJ ujw 00'. z BUILDING 135 LANDING 45 PG 2 OF 3 ARKAY i. f El • l\� r