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HomeMy WebLinkAboutSUBMITTED PAPERSDate: d i I Permit (-j2,V kb� Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 SPECIALTY PERMIT APPLICATION ❑ Electrical C Plumbing ❑ HVAC ❑ Fence ❑ Shed* ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits ��A --C)"e- 1. Location/Site Address: / A & (PEL 41 C H121 S Tl ILIA C T- r% nl Emc / Fl. -3 z) q 4 (7 - 2. Parcel ID Number: 1 /4 l4 -76l - 007,E � 000— Z 3. Complete Description of Project or Work: f5GLAR ID L I-AE TIN6- 5 STErn 4. Owners Information 5. Contractors Information Name: j )r_ 1 SAE/ 1-te IV /->a/C I'S FL Reg/Cert #: Address: l a�i (p avC-Z✓ A/ G°OU,e- C l County Cert#: City: F0/ZT PlEn CL State: Business Name: q7-3 e 12w/v n�uvn 1 iyU- uvc , Zip: 3 U-9 49 Phone:[-56v1) 349_ 32$'d Pbon '17?i Fax:�� 00 6. Value of Construction: S OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating motion n ing. RQt3OLT C aYQiy U PRINT OWNER OR CONTRACTOR NAME SIGNATURE OF OWNWOR CONTRACT STATE OF FLORIDA, COUNTY OF % A, U 0- 1,6 ACKNOWLEDGED BEFORE ME THIS 2C161 DAY OF _(JUGUST 20_L _, BY R Oa Cl'L7 C T2Y0 ti - WHO IS PERSONALLY' KNOWN TO ME I/ OR WHO HAS PRODUCED AS IDENTIFICATIO yMREUA DE PAW,A MIAS �aeel¢m A all, fiYl�lE.Ura 7�E PAL#-,4 f421 a V'UNOUrm. fx - M of 1. 2Q>t i� IiF��tmRt. fairs M>t►28.20f i SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY COItN11iW" # (E 875s BOOM ThMVP NO" " Am COMMISSION NUMBER F MEW `ALL RESIDENTIAL AND NONRESIDENTIAL STRUCTURES ARE REQURIED TO MEET THE FLOOD ZONE ELEVATION OR 18 INCHES ABOVE THE CROWN OF THE ROAD, WHICHEVER IS APPLICABLE. (see instructions on reverse side of this sheet) . Revised 04/17/2014 j� f 30C�,ii a'ce l 6ad 40L Cape Canaveral. 'ioeede 32920. Telephone- (40.7 -) 783-C300 FSEC. 51064 OCT 81 .Jul, Aq�athexm �andz:str-les, `=_aco Solar +mod s �_es 1985 R-utgers Uversity BkgJdo Flo —Director Pool Lake-uood,- New iersay OS701 eatiag System The system listed below was evaluated by the Florida Solar Energy Center (FSCC) in accordance with the Florida Standards Program for Solar Dornestic"Water and Pool Heating Systems (FSEC-GP-80-7) and was found to meel. ifile minimum, standards established- �y F. Collector Model units TO -Lai ® -y douatl?e7m' s Solar lndas o i i Op1 �s r�c�z red 36a v00 3tL 2 SQ�i2L�3Eii1; S a5'0�2i n� iS S a �2 a5 �1, a500 3`t 3 Aguatherm's Solar -laduse 11011 g` 22n100 Btu _ 4 csaztLs s Solar lads a -11051 `' �4i 000 Btu _ - 'Tank l\fjodel CaOaci+ © Direct 1 riot hag l lcdble M- int. bleat CXCh. 2. - 3HLE-%J%JPY - ct - u Controller -- -Model %.UUJM I v ® Differential Temperature i Solar Indust lee 202 �Eblt>♦N"� i7 Absolute TemperaiVre 2 Heliotrope M14.000-0 zl R FOR Q30 1 Nos By © Thermosiphoh 3 inde-Dende:.t: Finer C Ci Other a So? ametri.cs 3P1018F 0 PLAN . AN ERMIT MUIR BE KEPT ON JOB OR INCH INO'PgOITION wIL MADE Freeze Drotecti ou by automatic collector ds'aia-11 to as Other Major Components in addition to above 1. Flo Director s f . 3 iaay. valve 2 Heliotrope Flo-Ver-ter - valve 3 Sandy .Tyy1260 valve -il Ortega U valve If further inforro2tion--is required you may contact the Florida Solar Energy Center at the above address. 60 ON sum,�,,va S� =10MAKUPA..dUrlC38 �ffiP ��asFel Solar Induawes SPI-S {Sour Pool tie. -I g $OMM) 1940 Rut7w UFdeNVW,Mwd. Lakwood, New jersey `08701 10001-5 Tni�sotar CoileGb�' evaluated by jha RoridaS4lar L;etrTer EFaEC in aance t��rsds �dwas#or�.�? reset: the t»iniMum sbndaFds 9dSbMMd b V. i i$As �2IEte t s b3�9d soles' �1� PeTi etl aiHte Rio �` ' - ofthe Lesls isto derii'y im�iai perFatrrrance ' r:s a�dgo2Tty ofp�rtiCfion oflSY ibe ��9 �Oii Cocoa, Florida. of 11 �M Cr is not a g �9 Mist Gross Width 1.1a meters Grass pepiy 0.049 Meters 0.16 meat Doss Area �?.SBS sguare meters 47.20 Sguare 'feet Transparent FrantW Area 4.3M square Meters 47.20 sgEwe Test volumetric CapaCRY 12.1 Mars -3 2 .gamons, Wdight (e npiy) 9.7 lalograrns 21.3 pounds Recommended Flow Rate S'IS MW 5.0 gpltr iwdmuM operaft Pressr>im 241 kPM 35 'erg viiodmum Liltmd Load NotAppiicable Number of cover {Metes None Flog Pat�nt Parallel FoEced Ciedtrial'ror� Number of Flow Tubes Muffwbe mat MATMALS Enclosure None - Gtedng None ILE Absorber Polypropylene tube UV stab Absorber Coating None - Insuig Ci3on None Tested per ASHRAE 9&1980 (RA 1989) IncidentAngle t►AMMOr K-= = i.0 - 0.03 ease a Mdiency Equations = 85.8, - -gM (7 iTa)!I zl = SMS -'3A-2 CTI-Ta)JI = 88.3 - -IS21 � Ta)R - s2�-`s E 'c-T %I z1= f •^� _ti32Ei -gem I{T Twz Efnris of Ti-Taft are 'C I waWMI Unite of M-Ta arm °F•} Ekujhr-ftx?- RAMMG 'f he coilecbor has been rafsd noT energy oulpuE meaSu2d pry mrace and an a�tuare�a`'fd►' OW �Y iOW "TOO enemy an�able for tiie standard day is. aOA Wa&hDUM 2 DMD � dlaltlbllted flti@P a �a hDl i OuIput energy ratings -tor this collector based an the second -Miler dWMW exns are: C'e)Ie w Energy output Low Tempemlur% WC OW15 4,7fl0 tGajouieslday 47,200 Btulday irrterniedierm Tempera€ IM 5WO (1226F) I%ew lGojoulWday 17,80o Bfuiday Fligh Ternperalure, JWC (212°'F) _ t} i4cjodlestday - © BWday i��REAICg 92a?5 � �3429G ,l SOLAR VACUUM gurd 14 SENSOR RM.IEF VANE vprjuulm RELIEF NAIVE , ,v�WA BOOSTEIl`li PUMP (CPIIO�!I�an) �,�le�}}iCs11.i.in rC`T�C�isu F+ 69 OUT -DOOR F(DOLS a - Eva CAP ILI ,a g �, n LNLEi L}N� i O CG}�CTORS f .-�..� 0U7LE f LI}VE lSOLIiT !t"JN ELEiP.DNIO 6AU MAUVE CONTROL j r OW f` J METER ER HERiv1OrvIE T ER �9 rc�t!cnm) 72Qi'?-ncQ COST Eli,' � --- 'i LINE } -- s''U[v1P �'� i$C1L,iE?Oi�} CHECK VALVE (r--rZna1) �� i..:�IQiVI�L • -- "�� ~ HEATER BY -?ASS ry =1LTERgIrt LU N 'iceAN HEATGR .e���., thlFsi �s� rl°iECti .^,-t'VAY ! iaptle:a3t} � $=(aeon VALVE VALVE z s THERfv10ME', }�L PUEJlP r •� 3 op�li'o. c " .. p s, Ju = COLD i IEk T GOLLCC`PORS POOL POOL l� �1 . _.� 5Ri1S�Lt?i��viiRr I: iSAO Rutgers u ther ibi Bled. 3 -rvc=o POOL HREA-97Ne 925 VVAC,—t`lNi�-F, PLA�F g=ok-r PIERCE , FL 34982 772-465-0284 Rai, No. 19001 Rev. 2100 1 a LGti JIB Aqua1t!G01111 �W— , — • -.—.- -, r+.=. r, ACCEPTABLE ALTERNATE EXTEND THRU TO SHEATHING BELG".: ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES. 1/4" LAG ACCEPTABLE ALTERNATE OR #14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE S-5 CLAMP S-5 CLAMP P 7 3" PANEL < .032 THICK upper hold down STANDING SEAM CONNECTION PLEASE NOTE: LOWER CLAMP/SPRING ASSEMBLY ALL NARDMNIS STAN25S OR GALY MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN ASSEMBLY PANELS SHALL NOT BE INSTALLED IN CORNER ZONES OF ROOF ASSEMBLIES. y�A w RIDGE OL a 'ell] PANEL ROOF CORNER ZONE SHALL BE 10 PERCENT OF SHORT DIMENSION OF BUILDING OR 40 PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. 0 PANEL w 0Q3 RIDGE C� ROOF LAYOUT GENERAL CONDITIONS clamp see detail B 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT NTH ROOF SLOPES BETWEEN 0 AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION,jIS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WIND PRESSURE OF <= 67 PSF. THE INSTALLATION SHALL UTILIZE HARD- WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. 1/2" O.S.B OR PLYWOOD_) ROOF DECKING STRAP BRACKET III 14X 1 1/2-PAN HEAD OR HEX HEAD SCREW. ROOFING �7 \- MIN. 1/2" imos:e�08jtP SHEATHING ooD upper clamp assembly detail A SPRING ASSEMBLY AT CONTRACTORS OPTION - S # 14X 1 1/2-PAN HEAD F— OR HEX HEAD SCREW. ROOFING rri MIN. 1/2" O.S.B. OR PLYWOOD SHEATHING lower clamp assembly detail B NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE MOUNTING BRACKET #.14X 1 1/2-PAN HEAD STRAPPING OR HEX HEAD SCREW. --ROOFING — MIN. 1/2" O.S.B. OR PLYWOOD SHEATHING If - RAFTER MOUNTING BRACKET DETAIL C PROVIDE 12 SCREWS W CONICA SECURE AIIIIIIIIIII, ADEQUATfUNGTH TO BRACKET TO CEMENT TILE Pjh -in 12 FIL DRILL HOLE THRU CONC. TILE AND INSTALL SCREW SO AS W NOT TO BREAK TILES. PANEL RISER SYSTEM CONC. TILE TILE ROOF NOTE ENSURE TILE CAVITY IS FILLED COMPLETLY WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED: 180 NOMINAL DESIGN WIND SPEED: 140 RISK CATAGORY: 2 IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: C INTERNAL PRESSURE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES ('M 0s q}U (y) W q z W W~ D_ q >"Z,-, 1� YEJ ON � W LLJ _J w ,—, 3jc N WV),z-,a"= I Y U Q W Z IJ U JW 00 ::)w r. = Y 2 L7 ON q y (y7 ZWzWU7WN a- W 13 f () H I- " L7 (-1 H W Li. LLJ n Y z W W W C)z Z Z W REVISION WJ �� F_ W < Q O O <� 0 J 00 O Lf) z Fr O U z < DATE DATE 05-25-14 BY JCK SHEET NUMBER S-1 01 vo 'L 5 204