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HomeMy WebLinkAbout322 Borada Rd (5)Pe.: snit # Job Address: E7 1 Description of Work: ~Sv C Historic District: CITY OF SANFORD PERIIIIT APPLICATION Date: Zoning: Value of Work: $ \�L(`"f"> a(jo Permit Type: Building Electrical Mechanical Plumbing Fire Spritilder/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Polo Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction 'Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than R) Parcel #: Owners Name & Address: Contractor Name & Address: N C� r6Wc�% Phone & Fax: \� 1 ��c(C\' \��\ Contact Person: Bonding Company: Addrpav (Attach Proof of Ownership & Legal Description) Picone: �`\G� �3Ci `r�S 1���\--�� StateLiceuscNumber: c C`l--rr�'•C -� Phone: UI(yi Mortgage Lender: q Address: o, 1 -4-1 M A i A M M Architect/Engineer: VIPPhone: Address: Fax: _ Application is hereby made to obtain a r}i�it, to 40 the Ip( Wrd installations as indicated, l certify that no work or installation has commenced prior to the issuance of a permit agd'thal aII_work w 1 Lbg pertQr edtJkocet standa`rds`ot�gll laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN, YELLS; POOLS, FURNACES, BOILERS, HEATERS, 'TANKS, and AIR CONDITIONERS, etc." •'-- • OWNER'S AFFIDAVIT: I.alli ,eertify fi l of i dreg %g�i fon�at on is accurata a.' rid that all work will be done in compliance with all applicable laws regulating construction and zoning: _W. IRNIN �11VN L O L AI U LE TO RECUILD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TT L ' C F1 T� �Q�1 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A TORNEY BEFORE RECUILDI G YOUR NOTICE OF COMMENCEMENT: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found he the public records of this county, and there may be additional permits required from other governmental 9tities-such-<6 water crKagement districts, tate agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the properti✓of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID Date \'A11 C� Date c� Date "gnciiu` csi+gQuE ry-SP6013M61EW"DEGRAVE Date MY G00I851% # DD 164260 EXPIRES: Novembor 12, 2006 �� `Oc Bonde T V t raServl es Contract�df/�ffg�r�t is_�csc�riilIu1%wn �o Meror `-L Produced ID`l ; ���.0 r3^ `\ �'� -'l1'� APPLICATION APPROVED BY: Bldg: DF 2 1L �Zoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (fnitial & Date) (initial & Date) 0� • 30 0" 20'0" - 1 -- In IN IMU r1 ENGINEERING REPORT ON THE VIKING FIBERGLASS POOL cc:F: i7- Z11 120•September 18, 1995 15 �u -/ This report deals primarily with the strength and characteristics of the fiberglass polyester material 1 1'0" CEO used in the construction of the Viking Pools. These pools are man CEO � x �v �.oGL �5_ / P manufactured by the Firm OMX00 10 0 � 6 � / VIKING POOLS S. E., INC., OAK HILL, FLORIDA 00l� 8� The ability of the pool structure to carry the loads imposed on it (which are primarily static loads, Sdue to water pressure, ground settling, and dynamic loads due to earthquakes) depends on the strength Key West � and energy absorption qualifies of the fiberglass reinforced plastic material o P composed of isophthalic Caribbean resin, vinyl ester resin, fiberglass, and ceramic. zs'r - - - To ascertain the mechanical behavior of the above material, tensile and flexure specimens were made from materials removed from the walls of existing pools. All of these specimens were tested at CLEARWATER / 'ONCE of IZErosE Columbia Research iAnd Testing, Healdsburg, California. The tests were conducted in accordance with Io•9 H " r+o INCREASED PKESSURE ASTM D-638-91 for "Tensile Properties of Plastics" and ASTM D-790-92 for Flexural Properties of '° SANTA BARBARA 12 11 12.5 ' 'J6"' ' " - ► on t'oo� WALLS 11 Unreinforced and Reinforced Plastics and Electrical Insulating Materials. P G.O. t SLOPE _� 1 126 � 12 6 -- 1 From the load tests in tension and flexure, the following mechanical properties were evaluated: M.D. t 1 (1) Tensile Strength. 8 ` "-7 " t (2) Flexural Strength. N 3 6" I 3'0" 8 I 6'6" SLOPE =o`er• I SLOPE I 5'O" M p 42„ 42„ The average value of these properties appear as follows: M.0. Tensile Strength (Ib/in.'): 13,308 Flexural Strength (Ib/in.1): 41,976 Ip��nRO �T7r� nPICAr The fiber reinforced pl?stic is strong, tough and resilient material. Compared to gunite, this material ABOVE GROUND is stronger under tensile and flexural loadings. INSTALLATION In conclusion, the Viking Pool, when properly installed in compacted ground against a compacted Y��` �-------_ -14-0 � sand cushion (compacted by wetting) can safely carry the loads due to water pressure and ground POUND DIRT movement. 24'0" WARIYUY AROUND POOL OPTIUNAI �' ( APPROX 6- rI�z' wOOD �L�r_ '71 �. �^ ,r � � •111=IILII�ILII-i �f, AQ ( 0 11'0" II 12.0. �E Opp TEXTURED SAND INSTALLATION I I 0 - 6 60TTOM 6- FIBERGLASS POOL SHELL The swimming pools consists of one-piece Bd-hamas II II i 9 P p ece fiberglass construction shop -formed over a mold. The material is F---10' 9"-_�i I 1 .1 ' 10" - ! fiberglass reinforced plastic, 1/4 inch thick, composed of iso hthalic R. p resin, vinyl ester resin, fiberglass and ceramic. p The surface finish is a gel coat. Viking Pools, Inc.'{ T duces various styles of swimming pools and spas, the overall Island Bre pool dimensions, depths and capacities are shown in table 1. The fiberglass has an average tensile strength of 13,308 psi, and an average flexural strength of 41,976 psi. The upper portion of the pools and spas is constrained by a concrete bond beam. Sun Coast, DAYTONA Some pools and all spas can be placed nineteen -and -one-half 1 1/_____-_(9 z) Inches above ground F 3' 5" (Sw 11.1- S PA►) Vertical supports consisting of 1 inch by 1'/2 Inches wood member Integrated in the fiberglass reinforced \1, ,plastic application process at four feet six inch (4'6") intervals are required. The spas do not require the vertical DELRAY STEPS-' supports. These pools and spas do not require concrete or wood decking. Fig. 2. . 10"14AX• RISER All plumbingand electrical work must comply with the code currently in effect at the construction site. 9 • 2 IIS file 10' HIN•TREAD ,I L 0 P 3'6" 3 _ 6 �-e LCL--1�=�t�l The pool orspaexcavation is to be performed to permit 5'0 r5 E _ p p excavation profile to coincide to the contours of the M•v w RE ro IIt"-111 0ool. The overexcavation is approximately 6 inches on the sides and 12 inches on the ends. At the deep end, the S EGIAI• PURPOSE POOL ND � - Nidth of the pool is over excavated from 8 to 24 inches in order that the first portion of the backfill may be manually _-1 � �+ HANDRA rL STA/L adjusted for the initial 12 inches of backfill. The overexcavation of the bottom of the pool varies from approximately f--- -25' 2"- �REp) _ 3 to 6 inches, depending on soil type. The backfill for the bottom of the pool or spa is accomplished by spreading 14'7• 11 3 layer of bedding sand. Compaction of the sand layer Is by means of manual tamper and water. � 00 -- --1 s TYPICAL CONCRETE DECK SETTING OF THE POOL 4-61- The pool is delivered to the pool site. A hydraulic crane is present to pick up the pool and lower it careful) - ----- --'-�- i 1 ° F IZ 0 M PLUMB (T'f P) 4 CONCRETE W/ nto the excavation. Mini pools and spas are usually manhandled into place. y 3'0- MIN +o Y CO11- Ic�to W' M' BEVELLING THE POOL SLOPE I/4 - e• OR FIBERMESN The qualified pool installers then check the level of the pool and its fit with the excavation by walking around t on the inside of the pool feeling for any voids that might be present. T vation an MONTEREY _ r x - ; III 6' The pool is then lifted out of the excad set back as many times as necessary to achieve a perfect 1 - `�..:- . -_ The perfect fit Is realized by S r,r, the foltu.. • - ,. „ 51 _ �; g it;;; ,I<dac:e of rhc, ;a, ,_,' t;; Trde: ;c _e where the pool is touchingaf.er it is removed and also walking around on the in:.We of the pool to detect low _ b �6 a 9 12' - spots. When the level of the pool is within one-half inch, the setting procedure is complete. I X11• - 27'10' _ _ III_ I I I I Th_ r� g of the pool with water and simultaneous sand backfill operations are then commenced. The sand i 1/1 GALVANIZED 1 I 280 Gallons _ is compacted with a tamper and water. Care should be exercised to insure that the backfill level and water level W w CHAIN 12" LorYq - !f 3}5 REgAR THRU CNA/n! P P , ' II = ( FbR ut-SIFT 2eSTAA�NT) t�, are approximately the sams throughout this procedure. 3- THICK COMPACTED (TPP. EACH GRAIN OF Faot) This pool is desi ned to be kept full at all times. The pool shell could be damaged if the water level is allowed l l 6 ---� _ III SAND (trPlcAt) to p p appreciable raw- own is noticed or if it becomes necessary to drain the pool, Freeport 5'10" l �5 L o PE 3 i Series Series - LRS contact VIKING POOLS, INC., or their agents for instructions. r1. D. WHEN CONCRETE DECKS ARE POURED -25' WHEN6' SAND Forms are now put up around the perimeter of the pool. Small sumps measuring12" wide and " _ FIG. 1 6 deep are 2' 6 I----1 O'- ---1 O' -2' 6'1 FIBERGLASS M YSTI G (lug under each chain along the sides of the pool. This will ensure a bonding or anchoring effect on the sides. Rebar I 10" POOL SHELL G�� p� G e or wire mesh shall be used in the event of adobe soil. - Co -(a tOGTA6ot l 280 GAS . r ff�� J J Concrete is then poured coming up to approximately 1/4" of the to of the coping 67" � 53.5" 1 (off _GCT,S►E�oA/ 42O GAL the pool. See Fig. 1.Cantilever deck may also be used. P P 9 with a slight fall away from 43" 20 J• TYPICAL CANTILEVER CONCRETE DECK A _ PUMP AND FILTER POOL NAME PERIMETER HAYWARD POOL PRODUCTS, INC. SP -607 116 FROM PLUMB (ALL ARCjUN0) 4"CONCR ETE VALVE SIZE GALLONS FEET wFAlAwol.,t..nw.,1w %rl�lwwwn"...wr,w...I-nom,••• PV SEP T ti --- -' •• FIXTURE HOUSING 2" SCH 40 TABLE ' INSTALLATION INSTRUCTIONS (PVC -NICHE) 3'0'MIN W��o Xao - �Ib W [� _ VINYLirI[tERGLASS I Slaw Ii. -t' 9- OR FIBEKh1E5H A •77­1EJ lCREW1-Ne IJ.IY' t'•!•SPIOUT 13' TcX T RC f � _ r "SCH 40 _ KEY WEST FELE ."PPI•.O. ;<8 uND _- ELBOW TOP, pNALI %LAT TEPP (+UOUND ix 12'0"x 25'7' 9,000 65 0onfous A .`nra _ `� 3.5-6•o Mrt qtr rDNA 1 I gA5.ET9 10 0- 9'3- v . III e• i .l' 1�• . `� WASTE TO 1Z„ SKIMMER Island Breeze 1511011x 3T0'� 24000 104 3.42' - 8.175',r r eorro�+ ' Alsc Ati�ely �r�o T•►o _ _ _._ N " CARIBBEAN • •' • -- -III=III= III 15'0"x 33' 15000 9 82 3 -6�; III II III = IIIA II 2- 8 S6 MA IN DRAIN5 DELRAY l 1' 10"x25'2" 8500 74 4,5' �- - yl 1 SCKEEN ENCL. I TIED TncgETNE(2 - 36'' _ 8000 65 3._5 -5.5 L•�,t,�,,� • I FREEP4RT 12'x 25' � , Sea Breeze 1 1 ;.•,•,:•; (BY OTHE Ir5) AP49 l F 11/2 VENT P/LF SEA BREEZE II 15 x34 ]• T►KK COMPACTED FIk TINE Hf7U ;IRO II I'�g t, , CAPE CORAL `�^.='a - SAND 40 To ATI SPNERC (3o'r>.4X. ' - 34`-- -- ---- :i+.;. �" N EE 15500 83 3.5'-6._5' PYC SNrLL(NICIIF) k r J<(O- �IowM rCOL LAs� CoNG.DEC W G 1O 17/ST;1fi�CE, MONTEREY IaEXrAE5w 10,000 69 10'- f _ oR t= � I 14'0"x 28' WALL- t ISAM Bahamas .L,Tx / I �, FACE RATE ,Or 5o SLOPE 78 --1 e- r1eERcuss _ INLETS (2) MIN. B 4 0 2,000 -�` r' 2. •M' HnLF 5 ON" I DIY R f. 11 I I11FL�- --- --� .--• 1 1 _ �,b' -- -- SPACF01"e•ROn [ECVnIN(ISMEW9, M.D.FIBER GLASS - � - _ -- - - - _. - �# JJ 1 41 ' 1 10' EE ° a °� CRYSTAL RIVER 12'0"x 24' 6,000 58 3.5- 515' COUNTEEISUNK Fn TF 8`!,e 12 hIDNo FTG• � IAN HEM w 2 - #4� oR CALF BREEZE 60 3.5 ro5.o L I2" 12'0"x 24' 6,000 srCLF N095E UPI 9CnEW sECUgRRygqq,ypry,C � PLUMBING DIAGRAM -SCHEMATIC ONLY No ,,,., rANHEAq RnAC"FT FIG. 3 3" �3 ©R 3'- U" Min. P- 6" Min. +, �fi l - 5� SC L r-uPPINO Main Drain Locations AI'F, CORAL 10'0"x 20' 3 750 48 3.o'-s.o' ;°.;';�"spAcED' Tee FOOTING FDfZ SCREEN ENCL. ALL MAIN DRAINS ARE TO BE LOCATED AT CI_EnRWfiTER 11'0"x 20' 4 000 ` ' fr TTHnuncrwWs (TPP) ASME/ANSI A 112:19.8M 1987 listed .� 4E I O CUTA(/AY THE DEEPEST POINT OF POOL. 57 3.0 - 5,0' IM t1STEDP1�0:FJ•7J•) � ,p E I I FROM p ,F, 2" ' 2" Grates with matching Main Drain Sumps ,�lQ 13ENcH 20'HAA• 14 FLU M� TPI') 8RICK Co/om NT 5 NOTES: DAYTON q wATFnrxxr SHELL ASSEMBLY '* ( 7'6"x 14' 1,200 37 .9 . 5• HAYWARD POOL PRODUCTS, INC. o (Typical 2 Places) 11 __-----_-_-- 6ELow wnTERuuE - J ---------.___------- N iuz"AtmosDhcriC Vent Lcn dh Tyblr (-TYPICAL) 1. PROVIDE MAIN DRAIN W/ ANTI -VORTEX COVER ROCf FORT 1, TAL OR F19EFICLASS PANEL CUTOUT CInCVUFI ►AN[L CUT WT.. lav: W" ,,.Yi y„ 2"x 1 ''/z" Tee t3 SecondItelease) ,/ 2. PROVIDE SKIMMER "X ,31' 12,000 78 3.5 -6.0' _ _ 1 -- - _ _ • tE 10l NOIE! ° Gait/ DEC/ 3. AS A SAFETY PRECAUTION, VALVE MAIN DRAIN ONLY SANTA B1 1011 p•,CW SHELL BACK ;�: N-,,,�In ,,�IE,�N,"ft* ,T �,�� r� a PuLnP SL�e Underwater 1 uth _ -' - - Q _ ---- Maximum distance to - - - - -- - 4_ PROVIDE AIR REFIEF VALVE AND PRESSURE GAUGE AT FILTER IRL3f"� 14 0 x 30 12,500 75 3 5 -6 5'"`E°'� lKLL rLeNOE F 1 ''/z" Vent Piping 1/2 t1I' l2 Ft. Max. I'Irl' I ., - LL _- ----- -"---- Vent Tee Connection - _ 5. ELECTRICAL CONNECTIONS AND BONDING SHALL BE IN ACCORDANCE WITH N.E.C. Rock ort / 680, CURRENT EDITION. 3/4 HP 19 Ft. Max. - /� Maximum Underwater length _- - FA5 - STO/`lE r ; .,) �f ( 6. SLOPE DECK AT 1/4" PER FOOT AWAY FROM POOL. 1' III `I 7_ FENCES, BARRIERS AND OTHER SAFETY REQUIREMENTS TO BE AS REQUIRED EY Viking Pools Southeast, Inc. 2" Suction Piping --•- I Ftp 24 Ft. Max. AtaxlAAutA of vent piping to be as noted - - � EXGbX� �, �I. =- - - 31 - a f 9 112' CoM�,4c7- so�c I I/2+IP 31 Ft. Max. FLORIDA BUILDING CODE. 155 Valencia Drive, 95 Qo D%zi Oak Hill, Florida 32759 f [�[ t3. ALL POOLS ARE NON DIVING. $$$-407-6657 • 904-345-3500 fax 904-345-4600 2 Hp 41 Ft. Max. 11 • 1 O, `1 Q'� , l , II I LENS/Tr 9. THIS DRAWING TO BE USED IN CONJUNCTION WITH VIKING POOLS SPECIFICATIONS Vent to Atmosphere in a n►anner Notes: I �I ' �.that the vent will not be blocked by 1. All suction piping to be 2 unless I ' I AND INSTALLATION REQUIREMENTS. �� • 0 infestation, debris build -rip, or- noted on plan. --- 10. THIS DRAWING IS PREPARED TO SHOW GENERAL INFORMATION REGARDING POOL 2. All vent ► in to be I 'h". 7.4" 62'� •G+yy `- GEOMETRY AND DIMENSIONS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ey��Q� (1 F 1 C ••'•;y�`ow microbiological contamination piping g ;:c.ir�jl: = Q MANUFACTURING VARIANCE NOR THE INSTALLATION ON A SPECIFIC SITE WITFOUT .� /. • Q` �] +,. Label vent: "POOL SAFTY DEVICE - 3. Maximum release time - 3 seconds. -- r l.��lCl�/ /O/N� 4DETAIL KNOWLEDGE AND INVESTIGATION BY THE ENGINEER. i T r + CND. 35631 DO NOT HANDLE" 42•E�. I III / 11. A SITE PLAN SHALL ACCOMPANY THIS DRAWING AND SHALL SP C v RTiS - ►71N 53 - SPECIFY SETBACKS, GLAIR, INC. BARRIER TYPE AND DECK SPECIFICATIONS INCLUDING DRAINAGE. 8259 N. MILITARY TRAIL, STATE OF SUITE f► . � 12. ALL POOLS ARE TYPE '"0 FLOOR SLOPE5 ARE CON5TANT (NO SLOPE BREAK) PALM BEACH GARDENS FL 33418 '•� O• P P •' ' LOR10 1 APPROVED SWIMMING POOL, SPA AND WADING POOL DUEL Plan dimensions are to outside edge SAND 13, STEPS TU HAVE 10" MIN. TREADt l2" MAX. RlSEIZ. Gxc�PT As sNowN� PH. _561-630-8534 FAX 561-6301-4570 ��� �t' •'°••.•••••' C�N°° Of pool coping. Coping width is 6" 14. H AN DRAL 'REQD. FOP Al --L POOLB. . MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT FOR EB - 5725 COMPLIANCE WITH 424.2.6.6 OF THE FLORIDA BUILDING typical ;waterline dimensions are, 6" FIBERGLASS POOL SHELL 15. POOLS ARE IN COMPLIANCE WITH, FLORIDA BUILDING CODE SEC. 424.2 therefore,12" less than plan CODE. dimensions. FIG. 2 olopher. KI Sinclalf, P L MA-.•.M1»nU.A-v.. ,.,. ..: M1.,.+A:as.M•w"•'MWs.4 .A.;.,f .'...NI¢r..:.AF.i;.&�Y...r�':a.,Y4�».,.._a.;Y....�..�....M.,-.. ,... ... .rPWbMIiMWwr :. . - • J i+'w"aitlWiMw.)..r:-i4livtlEIW-Y'w ':'i^ iluMd��"..di:aw•.iN:Y"YlfAbad.',-::,:,..ww: Wi.,lilk .sYnsx....rv::,-,.:.:.n•s..-m...am::sy WrypYeWkMKNiN.,..a.wLr. n:...YUWd ;;-'...y"YY...IIYr']In:.wwNM!:.?L.eYYYI�'n+M .:[so0 yyy ��yy .r • t., �,(nrlT ....._..�.�..�.���..,�.L.LL.L.....- y.�..I�•P� NOV IKVoLJ�Mlc^df .:., .:....�w�t+e.I.94.tivt.Wa.MYMY..wI.....-.Mu.....1�-,....._u..•.4..rT.r..r.... r....ww.rr.u..:.aur.....ww.....•.�.r.... ..�,,..._.._...-.:.w...�.:-