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1921 W Sevilla Blvd (vault) MAP SHOWING SURVEY OF I LOT 11_ BLOCK SEVIL_i_A GAQC)EtJS VtJ (T Ot.JE ACCORDING TO MAP RECORDED IN PLAT BOOK 45 PAGE (f• CoA OF THE CURRENT PUBLIC RECORDS OF puyAL COUNTY, FL, SCALE: I", 20 FOR 1Ati/ 'Z>' f �/ier/NiA M, M�cLt-r/NAS/ DATE 9-13-90 CEfz.rI r-Y To - 5ECUR.I R;Y FEDEP-AL. sgvltjCa S LOAN DAtjE,F TrrL-F—: Aa -rcz,4c7- Pn,¢T oc .I SSEC. 9 ® a9 _ R S. . z� c 33 g I���L�. Fvv co./c . 4' Mme,/. ?.a. r"uY)—x F0 -, 1994 Z.7' o4p 32L 34'(PLAt, Quildin, and Zoning o z ti 0 N t v 0 � r o � D p m Z L o T Fo��� bc,•O 9 a P OF PP E s ♦ 7A k.b 401 J P 0 t 0. D �t ti3 L��o�� I y.b ?•8 a{ rnYLM�• Fvo iS••/,I, of y N 7g oLP 9rop� /�p ` L t� �V1 r �i, yi1.r. J ' TF3M - 1JAIL IQ SASS OF SG••� OAK• FLf 1 .74 f �Y LOCATFO AT PRUPEPTY LAVE /O•r ro• CITY OF ---- 4&4#d4e Beac.4-0;lat4-4& Office of Building Official REQUEST FOR INSPECTION 01 O 11 - Is Date Permit No. Time Receivedv P.M. District No. 45rv,IlQ vive%N Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab D Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION �i+�-r� Mon. Tues. Wed. Thurs. F( rlday Inspection Made Inspector Final Ins Certificate of Occupancy Date PSR-3844 8946 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION LOCATION INFORMATION..------ Permit Number ! 8946 1921 SEVILLA BLVD WEST Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FLORIDA of Wotk : ADDITION LEGAL DESCRIPTION Constr . Type: ALUMINUM Section, Proposed Use: SINGLE FAMILY Townshir- RNG: �=rel l i nas : 1 -Ode: 0 Subdivision : sevilla gardens Es t i ma t ed Va I tie : $3900OQ Improv . Cost : 50100 Total F-- - $4-5 .00 Arnott 845 . 00 -AUf _"AT I ON APPLICATION FEES PERMIT 4 5 0 -'T FEE C,r) - LA BL`:L' WEST WA * !MPA,- T C oz S -1 t4 PAZT FEE rl A T FL0,P 1 DA 3,,,,, # +ikl T A P RADON GAS-H .R. S. S0 . 'ON71 T0k,,'-'j N FORMATJ ON RADON CAB 5% $0 . 00 HuDME IMFjR.W, ,. NT(- CAPI,TAL IMPROVE. $0 . v, -iILLTPlllPARKWAY DF SEWER TAP 1,10 1 Of" li AC KSii)W I L L E FL 32256-Ito CROSS CONNECTION $0 .0C 17� Type : SEI,' H IMPACT FEE $O , CONST . SUR:'-,'HARGE $0 Fl-T47 trt!'t'/ATL`­ C—Wl rv' NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000(0 (K)OOCK)O(K) $45.00 14 ATLANTIC BEACH BUILDING DEPARTMENT Date: 9/07/94 01 Rcpt-. 0079222 CHECKS 11978 By: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address-/ ? SF_ V/e-e-t+ ee-Vo, Date el- / T Heated Square Footage @ $ per sq ft = $ I� Garage/Shed @ $ per sq ft = $ Carport/Porch �UJ @ $ per sq ft = S J r4 ' Deck @ $ per sq ft = $ Patios i�� r @ S per sq ft = $ TOTAL VALUATION : $ /s oo $ /S o Total Valuatkon 1st $ Oo — 0 �s-_o s � s' o � Remaining Value $ . ctper thousand d portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15. 00 $ BUILDING PERMIT FEE $_ yS�.0 WATER IMPACT FEE $ SEWER IMPACT FEE $ _ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ _ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: i CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Orqt'l)l Address :_ �"T D� � 5��� � l� ajild /A) Phone : Lot #�_ Block or Unit # Subdivision:9'ey('4 6 -rd s Contractor: �6)oorr bbifle. tm"��gffxof� Address : ty9ag Phl i I,OS f 1Y' yjq br. 0. Phone No: tV coa-15-1 Describe work to be done: ,Kf U o erg d Oija- Present use of building Y 1no')'. Valuation of Proposed Construction: i2QW Proposed use: 'Scr o (20C/0u /-('— Is 20Ct!0u / ('Is this an addition? f If yes , what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled? New electrical (or increase )? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: A&I Date: — Signature CONTRACTOR: Date: G AP P R 0T g�CH pStPN J C,P F13VFC.r,,tr q Y: ZOp11P!f OFFICE ���` J s L,f 1994 r Building and Zoning RINANCIAL PRINTING,->APANN 110tice of commencement (rRVARL IN DUPUCAT[) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property ----------------------------------------------------------------------------------- ---------Lak ---E------ Ll --- � s----un%-I-L-e------------------- ---------------------------------------------------------------------------------------------------- General description of improvements -----------------------—__—_------------------------------------ -------- -----;-----------------------------•---------------------------------------------- M Qccenn Owner --- --L_�A_1_1_1.-----------�----------------------------------------------------- Address -----------C 9aL---LV If rL_,i6—!VQ� - --=----------------------------------------------- Owner's interest in site of the improvement ------- ' -----3900____________________—_ --------------------- Fee Simple Title holder (if other than owner) ------------------------------------------------------------- Name --------------------------------------------------- ----------------------------------------------- Address ----------------------------------------------------------------------------------------------- Schnorr Home Improvements Contractor Address -------------------------------------------------- 6928 Phillips Parkway Dr. N. Jacksonville, FL 32256 ------------------------------------------------------------------------------------------- Surety (if any) ----------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. =CHNOFF' HTIE IMP . iEL : 1-904-262-1436 Aug 11 ' 94 16 :02 No .004 P .01 SCHNORR HOME IMPROVEMENTS A(,28Phillips Parkway Drive North Jacksonville, FL 32256 (904) 262-1517 or 733-6133 To- DEPT: FROM: y UU Sr ki.y o U� ., `S� 'q(`J DEPT: Thts is page #1 of pages. Date Sent: Time Sent: To acknowledge transmission, or if you do not receive all pages of this transmission, please call : Name: at no. - Please distribute copies of this transmission to: Special Instructions: 7�)tj ��.P. �►L1n,�A� � +'� A L Aof, For RETURN rAX; dial 1-904-262•-1435 n AE DCn SCHNOPP HOME IMP . TEL : 1-904-262-1436 Aug 11 , 94 16 : 02 P1o .004 P .04 ESIGN _LOAD R_E_QUIREMENTS_FROM TABLE_1205 . 2B__SB_C 1991__ oad case I . Roof slope 10< a > 30 {Minus coefficients Uplift load) END ZONES INTERIOR ZONES NCLOSED BUILDINGS WALLS ROOFS WALLS ROOFS --- --- - +0. 7 --1 . 4 +0. 8 -1 . 0 TIALLY ENCLOSED +1 . 1 -1 . 0 -0. 7 -0. 75 AR UILDING +0. 3 -1 . 8 -0. 9 -1 . 4 - _M_P_L_E_T_E_L_Y OPEN 1 . 4 -I . 1 -1 . 2 ILDING -- - _- N/A -0. 7 N/A -0 . 7 N/A -0. 7 N/A -0 . 7 e below listed loads reflect the worst case load condition for the efficients listed above. TABLE 2. DESIGN LIVE WIND VELOCITY LOADS UCTURE_TYPE VELOCITY JMPH�11 — LOAD IN_dt/SF . SCREEN/VINYL ROOF ALL +/- 7 . SCREEN/VINYL WALLS ALL +/- 13 . GLASS ROOMS SOLID ROOF SOLID WALLS 95 -27/+19 -27/+19 100 -29/+21 -29/+21 110 -35/+29 -24/+18 120 -41/+33 -28/+21 SCREEN/VINYL ROOMS AND ATTACHED/FREESTANDING CARPORTS A. SOLID ROOF 95 -13 N/A 100 -15 N/A 110 -18 N/A 120 -21 N/A } All calculations for beams and upright assumes a rigid connection at the point the two members are joined as well as splices . For connection details see corresponding drawings . When converting a Screen Room to a Glass Room the adequacy of the roof member must be checked against the appropriate Glass Room roof table. For Screen Rooms that are to be converted later it is recommended that the Glass Room roof tables be used initally. SCHNORR HOME IPIP . TEL : l-9i14-262-1436 Auq__ 11 , 94 16 :02 Na . 004 F .03 X_ ALUMINUM_STRUCTURES SIZING MANUAL BY LAWRENCE E. BENNETT, P. E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P.O. BOX 4368 SOUTH DAYTONA, FL 32121 1 (904) 253-9960 }" FAX# 1 (904) 255-6049 �EhGINEERING PRINCIPLES AND ASSUMPTIONS This manual was prepared to select the various component structural parts of Aluminum Speciality Structures . The manual applies to the Southeastern United States and other areas having the same Wind Load characteristics as found in the "STANDARD BUILDING CODE" Chapter 1205 1991 Revisions. The following is the designers interpretation of ° said code. All values are based on a mean roof height of 0- 25 . TABLE 1 I-WIND VELOCITY WIND LOAD IN #/SF 95 MPH 19 #/SF 100 MPH 21 #/SF 110 MPH 25 #/SF 120 MPH 29 #/SF less local codes require a specific wind velocity load, this designer leets a wind load of 110 MPH for the coastal areas of North & Central orida South to Lake Okeechobee and 25 miles inland. For the inland eas previously described, a 95 MPH wind load is selected. For the area um Lake Okeechobee South a wind velocity load of 120 MPH is selected. 1 tables furnished are for extrusions most common to this area and ilable to contractors and suppliers . The aluminum alloy that all Pliers and contractors should specify when ordering is shown of the licable table. If a 95 MPH is allowed, multiply the span or height wn on the 100 MPH wind load tables by 1 . 06 and use those values d loads for Pool Enclosures , Screen Rooms and Vinyl walls are the e for all wind conditions . i Q9 _ An . ec SCANOPP HOME IMP . TEL : 1-904-262-1436 �Hu.9 11 , 94 15 02 No .004 P .02 i" LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121-4368 TELEPHONE 904/253-9960 i . OWHOM IT MAY CONCERN is letter is to certify that the these span & height tables have been spared in accordance with the writers interpretation of the codes goited to in the following pages . Structures sized with this manual e designed to withstand wind velocity loads , walkon live load, and/or ads as listed. This manual is reproduced in reduced form on drawings at;-corresponds to the type structure the spans or heights are for. The ok` is for ease of reading and does not require signature of every page comply with Florida Statutes governing Professional Engineers . Such ems",as this may be certified using a certification page if the pages e numbered. CERTIFIED MARCH 3, 1992 BY: Lawrence-E. Bennett , P. E. F. P. E. Fl # 16644 ; Ga # 9536; Ky # 17050 i TABLE-OF-CONTENTS UCTURE TYPE PAGE # DESCRIPTION TYPES 1&2. Design Theroy & Various Load Conditions Used L ENCLOSURES 3. Design Example (Pool Enclosure) it4. & 4a. Pool enclosure Roof Beam Spans 5 . Upright Heights , Minimum Upright to Beam, & Min. # Screws for Rigid Beam to upright connections SS ROOMS 6. & 6a. Glass Room Pan Roof Spans 7. Glass Room Composite Panel Roof Spans N 8. Screen, Glass , or Vinyl Room Upright heights 9• to of It Front Wall Beams Spans CHED/FREESTANDING CARPORTS , EN/VINYL ROOMS 10. & 10. a Pan Roof Spans to 11 . Pan Roof Spans 12. Roof Beam Spans 13. Roof Beam Span & Thru Bolt Schedule 14. Carport Post & Isolated Footing Capacities 15. Capacities of Aluminum Post used as Support Post for Coventional constructed house pourch i SCHNOF E<, HOh�E IMF . TEL : 1—1-14-262-1476 Aug11 .94 16 :02 No .004 P . 05 TYPICAL CALCULATIONS FOR SPANS Mean Roof HeiOt 0 - 25 Feet Load Conditions Roof _ Walls Extrusions: 2'x4'x0.44' Properties: 6063T-6 W/ Knee Brace w/ Knee Bracp A=0.83 in.' ry S=1.10 In.' W W=0.98lbs./l.f. a a � l=Span v a Fb=15,000 U) p.s.i. Example: Root @ Roo! at 4' screen. /p Knee Brace w/o Knee Brace Panel Spacing Moment Diagrams W=Windlood x Spacing + Beam Weight w/ Knee Brace w/ Knee Brace — l f b /o Knee Brace w/o Knee Brace w=:7x4'+0,98=28.98 + Find I Max. Mmax=Mall=WI1/120=1=bS max @ Edge M max @ Top 12'xFb x S 16,500 w12i12 Wt'/12 t=` ` 12w w Mall=FbS Mall=FbS 1=23'-10' TE: For knee brace, add length a x 2 to beams and length a to column or uprights. A 1 ri GIs rf •� r I CM t - C ° < CL a mv LO t 0 N •� O MAP SNOWING SURVEY OF LOT !_ BLOCK SEVIL-L-A GArzDEtJS UNIT ONE ACCORDING TO MAP RECORDED IN PLAT BOOK 45 PAGE &• (-A OF THE CURRENT PUBLIC RECOADS OF DUVAL- COUNTY, FL. SCALE: 1": 20 FOR IAA-/ Ji l/ieG/n�iA M, M�cLL-r/NAn/ DATE 9-�3-90 CER.l-I C-Y ro -. 5ECUR.f TY P7i Rr-�'r FEDEpAL SAvi1JC-:>; 5 LOAN i DAfvEl-,E=-- Tf TLS A 6 ` TRACT PAG-, oc 3 FC 33.84(O � x V v 0(-A,) Fo.1 ,Z P051994 7-77' 0 5199 I - z7• o4e 32 ,, v :; ding and Z <<► Q J A 4 � Z N 0 m � W z j d N r'. D D A p,P V IBSNO" m J Q\ �� CITV OF ATS A�T" B OWCIE�/ Z e y.0 P� NNiNU N �. o T + p a1 �k2 �i� 7J rpa � 2� G t�►°Pti• i J P •T'. �V O` b �. D ?o t l: � a moo . •o YL IRA l e, 7g a� atiop �l/' �P�T (n •• `\v�i L- O T Tf3M - 1JAIL W 9ASFs of OAK P1t 11.74 • ��J LOCATFO AT PRUPEP_T`/ LINE J&l..A. Fasten SuperGutter to fascia AttoCh the above L's to fascia through with V4"x 1/2"laq w/washer S.G.w/2 3/8"logs ea.L min 2"bite. 2"x 2"x 1/6" 1/2"FVC SCH40 angle clip each Attoo eo angle to S.G.lip w/3 N'8 FERREL L (TYP) side of upright 1/2'SMS. FASCIA and 2"x 2"with 2" S.M B. O 4 N°8 SKIS ea Add I"12 angle to bring queer plumb leg ea.side. Option toobove 5" SMB 3/8"x 8"Lag with wosher angle use 4 N° ® p ht each beam once one at IOx I'SMS of m p Truss foil each mid spon. internal screw bosses 4 ea. "x 2' 2"x barge. I"x2"cgnt. along SuPerGutter with 1,1/4 side 8 total. X 1-1/2' thru bolts 2 o.c.into SuparGulter Use I N°IOx 3" � 5"Super Gutter Ig SMS at 24" 1/6"x 2"x 2"angle clips with o c. balance of 1/4"thru bolts each side of beam 2"x 2"to 3 g. conne`tion Super Gutter to be ottoctred first w/13/8'x 8 w/1/2"bvc 3/4"x fascia Locate closer clips ferrel inside 2"x 2' wherf desired use N°8 SMB CONNECTION TO SUPERGUTTER xI/2 SMSatl-1/2"oceo.sd. ALTERNATIVE SUPER GUTTER TO FASCIA 1/6"x 1"x Super Gutter"W"L use 2 L's/beam set and ('x4-3/4"x31ggx I L per mrd span of Super Gutter beams see below Z 1/8"thk Luse 2L 2"x2"or 2"x 3"or 2"x SMB Post � bean set and IL/ W / rid space of tm.: 2"x 2"x 1/8"angle each side a(toch to post and Locate closer concrete In accordance with schedule. j clips where I" Truss toil desired use a NOTE No footingrequredexceptwhen ground N°8x1/2" 2%SMB a A '- 2"xborge orcund structure as shown odj SMS at 1-1/2" -N°8x1/2" o c ea.side SMS 3/4"fast j Super Gutter I"x 2"o.b_ -----r II/8" 4"mn min 2".2".1/8" L clip each side of SMB Attach I"x4-3/4"x 3"long 1/8"thk 2500 psi conic_(min.)with with 4-N°8x 1/2'each side. Lttrough SG angle(if needed)and into 6x6-IOx10 welded win fascia w/2 3/8"loos(nur 2"bili see loS detail S.G.tobeatt FFrsrw/I-3/8'bg24 POST TO CONCRETE DETAIL SELF MATING BEAM CONNECTION TO SUPERGUTTER \N\\ 4 —008 wall 5 I 1 I Space /2 Spacing /2 Spacing /2 Spacing /2 5" Beam set spacing Becm set spacing 5" SUPER GUTTER ANGLE LOCATION FOR 5" SUPER GUTTER REINFORCEMENT Pon roof attached with N°IOx 1/2"SMS at 6"oc /composite panel 1/4"S.S x panel thickness-I/2" with washer and neoprene gasket 24"o c pan 45° '4"Concrete slob Screen roof beam and beam. / TYPICAL CABLE CONNECTION AT SLAB 1/4"thru ball and o 1/2"PVC FERRELL E at 24"o c super gutter 2"x2"or varies vones I/2"- 2"x7"x0 135" smb cutcn45° e. i N• 10 sms i I-Bott c p or s.s.for cable tension 2"x2" � 1750 Ib stainless steel cable = TYPICAL CABLE CONNECTION AT CORNER FRONT WALL, DOMF ROO 2"x2'x 1/8"x 6" Long U channel "B" Attaches to existing buildixlwith 4-3/8" logs of wood with 3-1/4 anchors at concrete. • 2"x2"x 1/8"x6"Long U chapel"B"attoches to W" 2"x_smb •:\�/ Perimeter member Screen typ. 'COD, 2 0 (V Detail 2 typ. O -- 711._ "B" O 0 Cables typ ed see schedule. u Existing N 2"x2"chair r DOWN BEAM CONNECTION TO WALL Grade I"x 2 Detal 3 typ - 2"x2"xl/8"xB"Iolongles "0i' TYPICAL FLAT ROOF ELEVATION Attach to fascia with 2-3/8 N.T.S. logs at each ongle ea.side Existing fascia "L' Existing structure ,tb ac 1 2 pe< 1 gutter I 2}t 0 0 Aluminum beams —I 0 0 See table I O O Notch angle opt 2'• o •2., 2"x 2"x 1/8"x8"long Onales"A" attach to Must remonforagle strength. 2"x 6"smb with 4-no 10 sms of each angle each side DOWN BEAM CONNECTION ENLARGED Aluminum columns typ. 2"x d SMB See Tolle I S� TYPICAL FLAT ROOF ISOMETRIC NTS NOTE 2"x 3" "A13> 2"x 2"patio or snap for 2"x fastened to beam w/2 2"x d SMB See Table 3 2"x 6" SMB min Self mating beam N'IOKI-I/2"SMS See Table I crews DS denote A"=Super Gutter I SMB d 2Rxi 3{uprightsscrew pattern Ogen screw HDS denote "B"=Overhong dimension 2'x4"upright and lorger / screw patten 2"x4" St. 2"x2"purlins attached 3/4" 2"x5" Sh. I"x$"o b or snap fastened 2 x6 St, that be grrss vs/2 n"IOx o o i to 2'x 2"w/N"IOx I I/2" 2 x 7 SA SMS at 24"o c or cont ° snap sections 2x8 SF. 0 10 0 2 x 9 SA 0 I0 °I 1%2"o b fosteged to SMB 2"x2"X a w/2 N"10 1-1/2"SMS 2"SMB 2"x SMB Post See Tab 2 O 0 1 o NOTE Screw posterns are for general local ion and spacing as min upright required to achieve moment connection. Tt 2" I Channel o N"10 x 3/4"SMS 3/4"o c- center column of screws should be deleted when N°of possible screws recpred and every other scr.pt.for When ° BEAM TO UPRIGHT CONNECTION DETAIL No I BEAM TO UPRIGHT CONN 2"x2" AND 2°x3" KNEE BRACE CONNECTION DETAIL NOTES FOR RIGID CONNECTION OF DETAIL No I, 2 I 2"x3" Upright must be notched to reach top of beom to achieve i 2 N"of screws trust be as shown spacing 3/4%3/4"min.spocng c TADLB �c MINIMUM 1I2139 FOR POOL ENCL999RE E_N_EE BA69H9 3 See Table 3.for W of screws and minimum size of upright/bear AMD ANCHORING R99-IR ALni!vM 6063 TT=6 ALLAY ExTRUS10N ANCHOR SYSTEM 4. Hex head self topping screws ore on acceptable substitute.for S.M. V- 6• 2"x 2'x 0.050" 2" H-CHANNEL N/ 3-I f0/ 1/2" EACH SIDE TO 3'- 6" 2"x 3'x 0.030" 2" H-CHANNEL N/ 3-I 10/ 1/2" EACH BIDE TO 4'- 6" 2"x ♦"x 0.050" NOTCH SMB OYER BEAM I UPRIGHT SEE TABLE 3 FOR 0/ i 312E OF SCREWS TO 3'- 6" 2"x 6'x 0.050" .SAME AS ABOVE NOTE u ' POOL BCREENF MM�M,a,L$ ALUM ijIIIM�Q6�7=6-All„OY¢ TABLE 3= MINIMUM f SCR6x3 F�7R CONNECTING I1 F.AMS TO UPRIGII'CS A"♦plF 1• MAXIMUM SPAH$C4R ALUMINUM 6047 T-6 ALLOY_6 HT SIZE MIN` :.toI1 1� 7- OOU13LE SDR BEAM SIZE MIN. UPR' SHEAR USING SCREEN PANEL WIDTH 'W' FR011 DRAWING SELECT SPAN -L- SHOWN ON DRAWING 2-X 31 2"X 7- _ 2"X 1• 2-I 7" S a' 10 I 1/2- DOUBLE SHEAR MAXIMUM SPALL 2.X y- 2"I 3" 6 • l0 11/2" DOUBLE SHEAR WIDTH -W- = 3' 1' S' , 6' 1' 8• -�-- 1"X 6" 2-1 ♦" 6 f 12 I 1/7" DOUBLE SHEAR UMIJA IN _ 1-X 7- 2"1 4" 12 f l2 X 1/2" DOUBLE SHEAR 2-X 6" 2'X 4- 14 f 12 I 1/I' DOUBLE SHEAR 1'x 2-X 0.040- 9'- 4- 8'- i 7'- 7 6'- 7 6'- 1 5'- 9- 5�- 6 1-I S" 16 f 17 X 1/2" DOUBLE SHEAR 2-x 2'x 0.040' 12'- 6- 10'-10" 11 - 8- 6'-11- 8'- 2_ e'- 2_ 7 - a REFERS 7"X 3"X 9"To DOTH 9IDE9 OF 171E CONNECTION OF THE BEAM i UPRIGHT 2"x 2"x O.ObO' 13'- 6' •11'- 9" 10'- 7' 9'- 8" !'- 0 8'- 5' 7'-11- - 2-x 2-x 0.060- 14'- 9- 12-10 11'- 6- 10'- 7- 9'-/0 9- 2" 2"x 3"x 0.050" 16-11- 14'- 9- 13'- 3" 12'- 2- It- 3- /0- 7" 1G'- 0- 9A L IMAUNO BEAM* 2"x 4-x 0.120- 27'- 4- 23'-10' 21'- 4- 19'- 7- 18'- 2- 1T'- 0" 16'- 0- 2'x 5-x 0.154- ----- 29'- 9- 27'-Il- 25- 1- 23'- 7- 22'- 5- 211- 5- SLAB DETAILS ADDRESSING EROSION �2'x 6� --- 32'-10- 29'- 25'- 1- 23'- 6 22'- 2- 2 X It 0.130- ----- 35'-11' 32'- 3- 29'- T 271- 5 26'- t 24'- 3 2'% 8'X 0.224- ----- 48'- 0- 43'- 3- 39'- 9- 36'- 1- 35'- 4" 34'- 8- 2' Min 2-x 9-x 0.224" ----- 50-10 46'- 9- 42'-11' 39-11' 37- 6" 35'- 5 Before 2"x 9-x 0.310" ----- 58'- 2- 52'- 4" 18'- 0- 44'- 7- 41-10- 40'- 1 slope SNAP EXTRUSI 2'x 2-% 0.044" 14'- O- 12'- 3- 10'-11" 10'- 0- 9'- 2- 8'- B' B'- 2" 3-1/2"1 2'x 3'x 0.045- ----- 16'- 1" 14'- 5- 13'- 2" 12- 3- 11•- 5" 10-10- 2'x 0•-10 2'x 4'x 0.045- ----- 20'- 0- IB'- 1- 16'- 6- Is- 3- 14'- 4- 13'- 6- 2-x 6'X 0.064- ----- 32'-10- 29•- 6- 27'- o- 25'- 1- 23- 6- 22'- 2- - FLAT SLOPE/NO FOOTING 2-x T-x 0.076- ----- 37•- 9- 34'- 0" 31'- 2- 29•- 0" 27•- 2- 25'- 8- 0- 2"/12" TAULF 2' MAXIMUM HEIGHTS FOR P49S_$.gRE6f! MALL-MEMSERS ALUMINUM A963.T-6 ALI�OV� 1 USING SCREEN PANEL WIDTH -W- FROM DRAWING SELECT SPAN "H- SHOWN ON DRAWING B _ MAXIMUM SP/ _. �-3 WIDTH -W- = 3' 4' S'__�0'�7�__----S_____9. B 1 ne.31 Bar con) ,cXTRU IQN,5 �v� 1"x 2-x 0.040" 6'-10- s'-11' 5'- 4" 4'-l0- 4•- 6- 1'- 2' 3-111- MODERATE SLOPE FOOTING 2-x 2-x 0.040- 9'- 2- 7 -11 7'- 1" 6'- 6" 6'- 0- 2-x 2-x 0.050- to'- 2- 8'-10- 7'-10- 7'- 2- 6- 6- 6'-.2' 2"x 2'X 0.060" 11'- 1- !'- T" 6'- 7- 7-10 7'- 3- 61- 9- 61- 5- 2'X 3"x 0.050' 12'-10- it'- 1- 9'-11- 91- 1" 8'- S" 7-10- 71- 5- NOTE- Fiber mesh coat. does not require wire mesh $ELF MATING BEAMS 2-x 4-x 0.120- 20'- 6- IT'- 9- 15'-11' 14'- 6" 13'- 5- 12- 6- 11'-10- 2-x 5'x 0.154" ----- 20'-10' 18'-10" 17'- 5- 16'- 4" 14- 5- 13•- 9- 2'x 6-x 0.135" ----- 24'- 8- 22•_ 20'- 2- B'- e" 17'- 5- 16'- 5 r / _ 17_' 2-x 7'x 0.130- ----- 27'- 1- 24'- 3- 22'- 1- 20'- 6" 19'- 2" 18'- '-_ A P P R O V E D 2-x 8-x 0.224- ----- 36'- 8' 32'- 1- 30'- 0- 27'- 9- 25'-11' 24'- 5 C OF ATLANLIC Bim' In".44 Bar cont 2"x 9"x 0.224- ----- 39'-10' 35'- 7- 32'- B 30-11- 28- 2 26•- 6- BUILDING.OFFICE STEEP SLOPE FOOTING SNAP EXTRU9]ON§ _ >1'-10, 2-x 2-x 0.044' 10'- 6- 91- 1- 8'- 2- 71- 5- 6'-10 61- 5- 6•_ 1 UG 17 1994 2-x 3-x 0.045- ----- 12'- O" t0'- 6- 9•- 7" 91- O- 11 - 5 B'- 0- 2'x 4'x 0.045- ----- 15'- 1 13- 6- 12'- 3- It'- 4- t0'- 8- 10'- O 2-x 5-x 0.064- ----- 24'- 8- 22'- 1- 20- 2- 18'- B- 17'- 5- 16- 5- 2-X T'x 0.078- ----- 28'- 8 25'- 8 23'- 5- 21'- 8- 20- 3- 19'- 1 NOTE All spans and capacities ore hosed on worst - case of uplift(Gads due to wnQvelocit es 0 O Additional cable brocirlq 9 Z required when screen panel INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE exceeds 300 sq ft.additional ALL ICOble/3ddltanol3005q.rt PROPERTY (IF LAWRENCE E. BENNETT AND MAY NUT HF. REPRODUCFO/COPIED, OR USED IN ANY MANNER WITHOUT HIS wRiTTEA PERMISSION. INFORMATION IS NUT YAI,ID WITHOUT Mr. MF,NNF.TT'S SIGNATURE AND EMBOSF.D SEAL ON 2"x 2"support purlins. A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. 22"x2"wdh I"x2" `rYP tl) � er er nb LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT / South Da tono FI 321214368 - y /� X Corner cable PO Rax 368 S y 1 - reinforcefastened ment Phole 1O ( 904 ) 253-99602. `• reinforcemenlrates 2"x 2"with 1"r.-" SP of Corner end wolls 2"x2"chalrrail DRAWN SHEET 2 OF 2 S E A L E, SCREEN EWX.OSURI_ 1 ,VR Aluminum bebms tYP. W Detail 2 typ. Detail 2 typ. Screen IV 2".2" Cables typ .T see schedule Na- o- n 2 x2 t1: Grade Screen 1I • L typ. 0 Detail 3 typ Detail 3 typ. Cables lyp� TYPICAL DOME ROOF ELEVATION TYPICAL MANSARD ROOF ELEVATION T.S. NT.& Aluminum beam typ. Existing structure- see ructure Aluminum beams • See Table 11 see table I Perimeter member typ all arotind I-x2- typ Screen typ Aluminum columns Screen typ. Aluminum uprights See I table. Cables typ. See table I Cables typ lyp- Conc.slob and See schedule I"x2" typ see schedule fooling typ See table 2 TYPICAL DOME ROOF ISOMETRIC TYPICAL MANSARD ROOF ISOMETRIC NTS. NTS Ueright must be notched 2 roof purlins. 1"x2"ext fastened to 2%2"with N*10x I 1/2"SMS at 24"0C 2"x 2' purlins otto�h to beams 0 with 2 n..10 x 1 1/2' sms. 0 �3/4"min spacing —0 -o Cut for overlap NOTES W"z Screen panel spacing 1B 0 0 Cut for overtop 0 0 connection L"=Maximum beam span without knee brace is—4.-9 connection odd length of knee brace to span from span —0 1! 'IB ii—0 0 tables. IB 0 0 0 2"x sr—ft 0 0 0 0 -0' 3/4"min spacing H Maximum upright heights a — — "SW"=Side walls can De framed 0 Q 0 0 r 0 0 0 0 Cut for plate connection without top beam and can be 0 (plate inside beom) smallest extrusions ol lowed in span co to CO tables (min 2"x2%0.04") 2 2 2 NOTE Screw pattern for -v) in u) the connection using See Table 3 for r-imber notched smb will vary from the shown some-n.and ie of screws per cennect spacing applies 2 6 del -CTION DETAIL No 2 TYPICAL SIDE PLATE CONNECTION DETAIL N 3 ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, 0 USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID,WITHOUT Mr. RENNFTT*S SIGNATURE AND EMBOSED SEAL ON A MASTER FILE COPY 13FLONGING '10 THE PERSON USING A COPY OF THIS. 13 -i9d connection pattern,may vory. == IA Wnriection. LAWRENCE E. BENNETT CIVIL ENGINEER & DEVELOPMENT CONSULTANT PO. Box 4368 South Daytona , Fl. 32121-4368 Phone no. : (904) 253-9960 SP DRAWN SHEET OF 2 SEAL LWB 001650 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PER"r+ INFORMATION LOCATION INFOftKATIOH Permit "umber * 16150 Addre8s2 1921 SEVILLA BLVD, WE "Permit Type-. PLUMBING ATLANTIC BEACH, FLORIDA >A 4 Class of Worki NEW LEGAL DESCFftPTION Consty . Typei N/A Lott Block-. St--ction- Pjoposed Uqe3 SINGLE FAMILY Plat Booki Page; Dwellings: 0 Code 1 0 :3ubdivision: SEVILLA GARDENS Estimated Value: .00. 00 OWNER INFORMATION Improv, Cost -. $0. 00 Name% HEYWOOD DOWLING Total Fee4t $48. 50 Address: 1921 SEVILLA BLVD. WEI-31' Amotint Pairli X48. 50 ATLANTIC BEACH, FLORIDA if 1�3 w 1:4 N 6 r".!z APPLICATION FEES - - PERMIT $48- 50 WATEP IMPACT FEE $0. 00 SEWER IMPACT FEE llvo00 WATEP t(FTER 10. 00 RADON GAS-H. R. S. $0. 00 RADON GAS $0. 00 WATER TAP $0. 00 SEWER TAP $0. 00 HYDRAULIC SHARE $0. 00 RE-INSPECT FEE $0. 00 ENGINEERING $0. 00 nTHER e4o. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT C�eI6'�-o CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT �L�. JOB LOCATION: /� �/ v✓ �S� _______= ___1� 1_--____------___ ______U PLUMBING CONTRACTOR :__ ­G/ ------- �� ---------------------- LICENSE NUMBERS: C 0 Z 1 OWNER --------�� 1_(NO-2,D -------1a.0 ...................... BUILDING CONTRACTOR: TYPE OF BUILDING:------=J Y---------------------------------------------- _____/ _SINKS _SHOWERS ---LAVATORY / WATER HEATERS ---------- __-__2'__BATH TUBS -------/,-DISHWASHERS __________URINALS DISPOSALS ---------- -2l __CLOSETS / WASHING MACHINE ----------FLOOR DRAINS OTHER TOTAL FIXTURE COUNT J INSTALLATION OF PLUMBING AND FIXTURES MUST BE IH ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE. CITY OF ATLANTIC BEACH .. l BUILDING DEPARTMENT V INSPECTION REPORT PERMIT# JOB LOCATION SUBDIVISION 1602 1921 SEVILLA BLVD. WEST SEVILLA GARDENS ATLANTIC BEACH, FLORIDA 32233 PHONE i OWNER NAME (904)249-3440 DOWLING CONSTRUCTION PERMIT TYPE LEGAL DESC: LOT BLOCK SECTION CLASS OF WORK BUILDING -° Lu �► 11 PROPOSED USE NEW ¢ CONTRACTOR SINGLE FAMILY Lu z z w WORK DESCRIPTION z CONSTRUCT NEW SINGLE FAMILY PER PLANS ACCT4 230181 INSPECTOR z INSPECTION REQUIRED 0 3 SLAB AM a REJECTED ¢ /f/ APPROVED DATEINSPECTED BY z COMMENTS 1 CITY OF 1*&at z Fead - �7&vz r(4 716 OCEAN BOULEVARD -- ------- ------ -- _ P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 The Minimum Lowest Floor Elevation for L o t i s f/ A Survey indicating the "Lowest Floor Elevation" shall be submitted to the Building Department "Immediately" after the slab has been poured. No further inspections will be made until the survey is on file . No Final Inspection will be made and No Certificate of Occupancy will be issued unless the Minimum Elevation Requirement is met . Buil ing Department Representative APPLICATION FOR WATER METER DATE � 1 L � J_------- CONTRACTOR:_ ----------------------- BILLING ADDRESS:_/L26_=��— 1L ---------- --------------- SERVICE AUURESS:_�.yz_/_ --------- ------- LOT s__Z/___BLOCK: UNIT s SUBDIVISION. ACCOUNT NUMBERs_s— i METER SIZE: I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. ------------------------------------ CONTRACTOR t -------------- CXyY OF ATLANTIC BEAT% ,I 001602 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMi. ; i s LOCATION INFORMATION Permit Number : 1602 Address: 1921 SEVILLA BLVD. WEST Permit Types BUILDING ATLANTIC BEACH, FLORIDA 32233 14A44 At Works NEW LEGAL DESCRIPTION P-Rogtf! Typg; WOOP FRAH9 Lot : 11 Elcock . Sec ti oil I Proposed Use: SINGLE FAMILY Plat Book: Page- 0 Dwellinge: 0 Codes 0 Subdivision: SEVILLA GARDENS Estimated Value: $77283. 50 OWNER INFORMATION Improv. Cost -. $0. 00 Home: DOWLING CONSTRUCTION Total Fees : $1885. 70 Address: 1800 SEVILLA BLVD. WEST Amount Paid: $1885. 70 ATLANTIC BEACH, FLORIDA 322XI Date Paid: 10/24/89 Phone: (904)249-3440 . CONI.­:TRLICT NEW SIRC, FAV PER PLANS ACCT# 230181 ONTRACTOR S APPLICATION FEES PERMIT $2a8. 75 WATER IMPACT FEE $460. 00 9%E W E R IMPACT FEE $103`, WATER METED $WD. RADON GAS ALR. S. $16-1 RADON GAS -- 5% $0. eoijcl WATER TAP $0. 00 SEWER TAP $0. 00 HYDRAULIC SHARE $0. 00 RE--INSPECT FEE $0, 00 ENGINEERING $0. 00 )THER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.55 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: SEVILLA GARDENS METER �l 1913 SEVILLA BLVD. WEST 41365835 1917 SEVILLA BLVD. WEST 42492627 1921 SEVILLA BLVD. WEST 42492587 1925 SEVILLA BLVD. WEST 41365838 1933 SEVILLA BLVD. WEST 42492589 1937 SEVILLA BLVD. WEST 42492631 CITY OF ATLANTIC BEACH, FLORIDA Approv*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRIC CO., INC. P. 0. BOX 50398 JACKSONVILLE BEACH,. FL 32240.0398 ELECTRICAL FIRM: MASTER ELECTRICIANS NATURE / JOURNEYMAN NAME JDOW Q"" ���` ADDRESS: ('9Z� �0� `"R'FD BOX BLDG.SIZE BETWEEN: RES. APT. ( ) comm. ( ) PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( )) TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( q INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 2-00 COPPER ( 1 ALUM. ( "1 ZA SWITCH OR BREAKER ZW AMPS PH 5W C OLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY __ FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 001900 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT iNFORMATION L6tAT1UN IfIFORMATION - ,rmit Number , 1900 idress; 1921 SEVILLA BLVD. WEST Permit Type; MECHANICAL ATLANTIC BEACH, FLORIDA 32233 asq of Work: NEW LEGAL DESCRIPTf,ON .onstr. Type: N/A cat: Black- Section; Proposed Use: SINGLE FAMILY Township: RNG: 0 4ellinge: 0 Code: 0 Subdivisiont SEVILLA GARDENS E',E;timated Value: $0. 00 Improv, Cosf ; $0. 00 Total For $44. 00 Amount $44. 00 Tfll� NATION - APPLICATION FEES Nao4e z pg*j, CON,2'TRUCTION PERMIT $44. 00 Address- djO. 00 BLVD. WEST WATER IMPACT FEE Ir, BEACH, FLORIDA SEWER IMPACT FEE `�O. 0- Phone: WATEk "ETER $0. RADON GAS-H. R. S. $0. 00 CONTRACTOR INFORMATI(Iii RADON GAS $0. 00 Name: AIR ENGINEERS INC. WATER TAP $0. 00 10947 BEACH BLVD. SEWER TAP $0. 00 TAX. 32216 HYDRAULIC SHARE $0. 00 tuense: "MAR-634 Ty pte. RE- INSPECT FEE $0.00 ENGINEERING $0. 00, OTHER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF A'T'LANTIC BEACH, FLORIDA !, ! CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: DzNi► ���Y � ' 1 1 ' ' ,'; �It Building Contractor: Building Permit Number: Address : Legal Description : l� ,' . • !, • 1 ))� fir: � � I�I , ' � � Improvements to the above described property have been completed } in accordance with the terms of the permit and ia. certilied to be ready ;for occupancy as • ( � +I2. ,'iit , /1 i. I , Lowest Floor Elevation : V ------ ---------- • ' ---------- required as built ''i n/a Sales Tax Certificate: ------------------------ date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY.-THE-FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- Public Works c/ Planning Director ______________ --------------- ____-____�— 1 ,`iti ; Building Inspector ii •i'i.r 1 oil, ni V ~✓I CITY OF 4&444C Bp4C,4- Office of Building Official �) REQUEST FOR INSPECTION Date L/ Na r) Time Permit No. / (, Received A.M. P.M. District No. Job Address Owner's Locality Name j BUILDING C or ICAL Framing CONCRETE ELEFooting p /PLUMBING MECHANICAL Re Roofing p Rough Wiring [D/ Rough h / Slab ❑ Temp Pole ❑ g qir Heating 8 cT Lintel p Top Out ❑ Heating (�(� Fire Place Mon. Tues. v R INSPECTION 16' Pre Fa 1 A.M. Wed. Thurs. 3 Friday Inspection Made -� � q:M: ' Inspector . Fin I Inspection❑ Certificate of occupancy Date Ctrl. OF 'Q /-�eac,4 Off Date Ice of l Building Official � S !J Time EQUEST FOR INSPECTION Received A.M. fob Address P.M. Permit No. aline Ps District No. BUILDING Framing CONC Locality Re R C RETE Contractor Doting Footing Slab ELECTRICAL L' p Rough Wirrng o PLUMBING Mon. — G remP Pole Top o MEC!-IANIC P Out Air.Gond.g AL Tues. O Heating D W�OY FOR INSPECTION inspection Mad Fire Place Made Inspector Thurs.._ Pre Fab O l AM\ Friday P.M. Final Inspection o Certificate of occupancy Date N 1 z N p8•,4'5d pa�vE VA- 30 5�,.8C Dot MAap�1A ve�,�• RlW Gt{p:373• ERav 12.24.42" e o►.o SH Bad 8 rn i E,•vp` t foaMEa` c1 QAp 5,4.19 W Z S pl.38,5' ; w UE►j�• m z Ng h e U. O ^PC 313b1 <�s J� w N F C o In Oa 16e,2 5 �► W 3 cn o Q r N .3 �6 w e�'c ow '^ �5'l9 M.CS,La•9(1 N wCIO ui s rn Nw N I"Olt . L\ two H ap6L apt[ � 3SV VIMOt oog 'COD na mc a 9S'lZl NWa o ap5t W 3.rt.lf.fl Al «'s aU v m n o 7 B0 z n V � $ V o � oN cis W Z C, W001 CO Go z 3.91.x.10 N 00-06 3•sf,Zf.dl p �p$ Cfj J NQf11N0 O c l)J �► N��f)1 N � F <¢p1DU s s z \b 3 w q �^ xa > n o ui W g55a► L�:C1.01 S ti cn 66.6ZZ 3' Z o O �me<000 orn mr.o mmmomo<N<•� 0O<•!e7 b 000<O.h NO.�Oh'-m O: L =N���o.00n mvfevoie+Ni�nnn S/yy WWW WW WWWWWW WW WW3W' C.7 N0 Nb r•O.n u'f O�Oe'1am.7O♦�. w Z�</1♦.7�ONO'-ONN�ONNN _I �Q.�f NN�N�O N.7NN�ON•/)O�C ��OJ � ►yJ N O N N�N�O m b N�O b�^h r Ot- N VI N N N N N N VI V1 2 N N N N Z z U W W >• W F z O V O =:n 0 a >: O F aza ..E-.p.m4 W W OF = W Q W.ao W mal) V> OOOOImbn�Nn b^~Nu zwoo 2 > FWZWS>OV •z7. zQwO U, o.�:nb oornrnr.oa^� . • O UOa -W sOm V>W to-zmo•-<opV UH l7'+>•a Z J W W F O O^0 3 0 H z Z ZOlnh�hO01N�bOAbO�ten. W�NI.9�mmnmhb------- oz e uw�ZKO-t -•u>w W FWQUFaNmo " _ wQ aIn J aiow �mozQn owe UHw •oW 0QaooW�� U mm^F 4FI+•Um yIT,3a3aW :O��ou>a o Fawa zooms ar= W�3 VZ Wa.ai a7 off+ Noorno ma a•o 000000000. oWQW>OFO •-•-��O`t`^ Lt �_oonnnnnn0000o0000< U a'L•-•Z W U w Q z tL 3 I+• •O 2 W S U a 1J �NO��Y��,roo oo�n inn Oo< zn as w > nt, zQ oo amFQaQsrn vin. nn�nN�onn. t..v n- F ��.rmmmmmm�� V1 a Z oU a U w •O V•O W W O N N <O W O U (Y\ N N N N N N LW >•zrn3 uowms Nus ; oaa�zoQo I11 Woaax •ol.uzl Y +W m Ino>Q . . mmW nWH`> nOaQ wU VwmQ ZQ V `W OI VfmNNN'-q�b ON✓)�no< •CFO O�"Z Z U W a�G E+a •U W;r��-NN++on-o+.�•�r+rr< NWaFto m-rH to a KZ 2; SO W'CW knob+ in n-v.�oo Z:! W OOtn HI+•-+Z W.+E'm W FQ W HmY W .•»�--No��r�o� zm 20 FW• I Wv.H LLJ l7• U Q 1 W Om f"1 Fa�.vl•+ arEPCZ DATA SHEET r n DATE JCB ADDRESS C/'1Q r� - X3'1 }-A r 9Q-V,m -1 EPI 1. Type Insulation in Walls p ) 1 2- Type Insulation in Ceilings 2 ,-; I b 10I�' R 3. Type Insulation for Wood Floors �_�A R 4. Concrete Slab Edge Insulation )n o R 5. Insulation Around Ducts s In Condit. Space 6. Type Heating System Pni-F CCP 7. Type Cooling System - Q� P c,,+ LA,,r,,, rl Eft 8. Type Hot Water Heater - E )e.C,+r ► c, EF 9. Type Glass in Windows and Doors: DC y— OT SC* ST 10. Type Exterior Doors 11. Are the dimensions of all windows and doors shown? F__S If not, this is required either on floor plan, elevations or in a schepule. 12. Size of Roof Overhang 7 I. S' 1 13. Ceiling Fans in All Bedrooms and Primary Livinq Areas? 14. Is a multi-zone A/C System to be used? 15. Cross Ventilation in Main Bedrooms and Primary Living Areas? M 16. Is the building oriented on plot plan with compass direction? If not, draw in on plot plan. 17. Is there a whole house fan (attic-type fan with a CFM Rating of 3x Condition Area? L 1 18. Infiltration Package 11 12 13 19. Attic Radiant Barrier? (See 9E) I certify that the above is the correct data used to cal ate the EPI cn the energy form submitted, and will be incorporated 'in the ,jeet job. Signed c _Y / \_�� ( FORM 90OD-86 - DESUPER HEATER, HEAT RECOVERY UNIT (HRU) WATER HEATER EFFICIENCY CERTIFICATION TESTS CONDUCTED IN ACCORDANCE WITH ARI 470-80 WITH FLORIDA REGULATORY MODIFICATION LABORATORY: Applied Research Laboratories REPORT NO. 27636 DATE OF TEST May 12, 1986 REPORT APPROVED BY Dr. Moe Majordy, D. SC., MANUFACTURER Energy Conservation Unlimited, Inc. MODEL NO. DS06 CONSTRUCTION TYPE tube in tube RECOMMENDED FOR USE WITH REFRIGERATION SYSTEM CAPACITIES 11/2 to 6 TONS DESIGN PRESSURE: WATERSIDE 58.0 PSIG REFRIGERANT SIDE 210.0 PSIG TEST RESULTS AT STANDARD CONDITIONS: TEST REFRIGERANT DESIGNATION R-22 TESTED AT SYSTEM CAPACITY 3 TONS TOTAL SYSTEM HOT GAS SUPERHEAT 7435.8 BTUH TOTAL USEFUL HEAT EXCHANGE EFFECT 5381.3 BTUH WATER PUMP INPUT 35 WATTS NET SUPERHEAT RECOVERY 72.37 % ] FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 _ BUILDER: PROJECT NAME V11//-I-- PERMITTING CLIMATE AND ADDRESS: 1 [:] 2 ❑ 3 �� OFFICE: A ZONE: ��cqY% PERMIT JURISDICTION OWNER: � NO.: I LL1 NO.: O NEW CONSTRUCTION © IF MULTIFAMILY,NUMBER OF CONDITIONED SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA 1 I FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: SAVE OVERHANG � © FT PANE FT PANE SINGLE- ��SQ. SINGLE- �SD. MULTIFAMILY ATTACHED El CHECK IF THIS SUBMITTAL LENGTH J . FT. SINGLE-FAMILY DETACHED® REPRESENTS A WOR©ASE LENGTHRCH FT�,g FT. DOUBLE-PANE CONDITION: FTT. DOUBLE-PANE = FT NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG n R = s .FT. �.❑ FT ❑ �❑FTT [11 ❑11FTT. ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY L SLAB PERIMETER R ffl RAISED:WD❑CON❑ R = FO. so. a SFT �❑F0. DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN ©CENTRAL ❑ ELECTRIC STRIP © HEAT El CEILING FANS ® ELECTRIC ❑ SOLAR UNCONDITIONED PUMP SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ CROSS VENTILATION ❑ NATURAL GAS C HEAT RECOVERY ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ OTHER ❑WHOLE HOUSE FAN ❑ OTHER FUELS El DEDICATED HEAT PUMP AIR CONDITIONER PACKAGE TERMINAL FUEL ❑ ATTIC RADIANT ❑ NONE IN CONDITIONEDIONED HEAT PUMP ❑ NONE BARRIER SF/EF = ❑. SPACE R = ❑ NONE NUMBER OF U,❑ SEER/EER = ,❑ COPIAFUE _ ❑ MULTIZONE EF = BEDROOMS INFILTRATION ,,JJ X 1�� _ PRACTICE USED 3 �❑ ja a �1 ❑ #1 #2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 5 0 S., I her rtity h he pi s Review of the plans and specifications covered by this calculation indicates and specifications covere y calculation in c nce h compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code., building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: `d DATE: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Semon 9 An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must Comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local budding department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399 - PROJECT NAME BUILDER: PERMITTING CLIMATE AND ADDRESS: OFFICE: ZONE: 1 ❑ 2 ❑ 3 OWNER: , r �� �� PERMIT JURISDICTION . NO.: NO.: 1 0 NEW CONSTRUCTION ❑ IF MULTIFAMILY,NUMBER OF CONDITIONEDS0 GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA = FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: SAVE OVERHANG SINGLE- S0 SINGLE- SO MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH . S FT. PANE �❑FT PANE FT SINGLE-FAMILY DETACHED© REPRESENTS A WORST CASE I FNCT OVERHANG ❑.❑ FT D PANES 1 FT D PANES FT CONDITION LLL��111���111 III III NET WALL AREA AND INSULATION MASONRYR = FRAME R = STEEL STUD R = LOG RR FIT ❑.D FT ��f0 ❑ �❑FO u J CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED ViD E CON RR t 1LLLL1 WSJ FT FT ❑ ' = '•� 'FT ❑ FO —`—' DUCTS COOLING_SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN CENTRAL ❑ NONE ❑ ELECTRIC STRIP Ll HEAT PUMP ❑ ELECTRIC I ❑ SOLAR UNCONDITIONED SPACE R = ❑ ROOM El NATURAL GAS El OTHER FUELS El NATURAL GAS ❑ HEAT RECOVERY �I�101 El PACKAGE TERMINAL ❑ ROOM UNIT OR El NONE El OTHER FUELS ❑ DEDICATED HEAT PUMP WILL—C--CLONE--T101 AIR CONDITIONER HEAT GE TERMINAL EF = .0 SF/EF = SPACE R = m l C J•l J SEER/EER = ❑.❑ COP/AFUE _ ❑� .L�LJ NUMBER OF BEDROOMS Ffl = ❑ INFILTRATION PRACTICE USED 1 13"J/ 2 I I I `1 t ( I I A I X 100 ❑ •❑ FI tt1 ❑ "2 1:1 #3TO L AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Sedan F.S.,I Rity' the pla6s Review of the plans and specifications covered by this calculation indicates and specd�catans cove calcula e' lance wi the compliance with the Florida Energy Code.Before construction is completed,this Fionda Energy Code building will be inspected for compliance in accordance with Section 553 908 F S. OWNER/AGE BUILDING OFFICIAL: — — -- DATE_ - DATE: — 9A I PRESCRIPTIVE MEX URE Must be meta exceeded by all residences. COMPONENT E TI N REQUIREMENTS CHECK WINDOW 904 1 MAXIMUM OF 0 5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR b 904.1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, A A ENT D PANEL INSULATED,OR GLASS DOORS ONLY. EXT. JOINTS 6 904.1 TO BE CAULKED, GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 9042 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GA MUST BE PHQVICED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 9043 SPAS b HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST 8 SPAS HAVE A PUMP TIMER. GAS SPA 8 POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75°x. HOT WATER 9044 I'.SULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS IN SUCH CASES PIPING HEAT LOSS PIPE SH-LL BE LIMITED TO 17 5 BTU hUNEAR FOOT OF PiPE SHOWER HEAD WATER FLOW MUST BE RESTRICTED TQ NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 9032 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS 8 LOCAL MECHANICAL CODES, DUCTS IN CON TR T UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEAL HVAC CONTROLS 9047 SEPARATE READILY ACCESSIBLE MANUAL ORAUTOMATIC THERM TAT FOR EACH SYSTEM. INSULATION g04 9 CEILI'.GS-MiN R-19 COMMON WALLS-FRAME R-11 OR CBS R-3 FRAME COMMON CEILINGS 8 FLOORS R-11 -1. EPI= 91. 17% FLORIDA ENERGY CODE SECTION 9 NORTH ZONE 1, 2 , 3 900-A-86 HEYWOOD DOWLING, INC. SUMMER CALCULATIONS PLAN B AS BLT SMR. GLASS BASE SUMMER GLS DBL SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA CLR ' (9B) SMR PTS N 27 38 . 3 1034 N 12 38 . 3 0. 83 381 NE 57 .7 0 NE 57 .7 0 E 70 79 . 7 5579 E 21 79 . 7 0. 80 1339 SE 79 . 1 0 SE 79 . 1 0 S 90 66. 2 5958 S 30 66. 2 0. 35 695 SW 8 79 . 1 633 SW 8 79 . 1 0. 32 202 W 117 79 . 7 9325 W 66 79 .7 0. 92 4839 NW 57 . 7 0 NW 57 . 7 0 H 66. 2 0 H 0 267 . 0 1. 00 0 E 6 79 .7 0. 57 273 E 8 79 . 7 0. 31 198 E 35 79 . 7 0. 86 2399 N 15 38 . 3 0.87 500 W 15 79 . 7 0. 86 1028 W 36 79 . 7 0. 39 1119 S 48 66. 2 0. 86 2733 S 12 66 . 2 0. 68 540 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 1716 312 0. 83 22529 18586 16246 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1210 0. 90 1089 0 ADJ. 309 0 . 70 216 EXT2X4 Rll 1210 1. 7 2057 ADJ2X4 Rll 309 0. 7 216 0 DOORS DOORS EXT. 32 7 . 70 246 EXT WD 32 7 . 7 246 ADJ. 19 2 . 90 55 ADJ WD 19 2 . 9 55 0 CEILINGS CEILINGS UN.ATC. 1716 0. 60 1030 UNDRATC R30 1752 0. 6 1051 SGL.AS 0. 60 0 SGLASMB R19 1. 8 0 KNEE R19 130 1. 1 143 FLOOR FLOOR SLAB 225 -37 . 00 -8325 PERIM. R-0 225 -41. 2 -9270 RAISED -3 . 99 0 0 0 0 INFIL. 1716 8 . 00 13728 # 2 1716 8 . 0 13728 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 26625 TOTAL 24473 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS 1 (9H) (9K) (9L) CLG PTS . 46 26625 12248 24473 1. 12 0. 40 1. 00 10964 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 3 3803 11409 ELECT. . 88 3 3803 0. 58 6617 .a SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 jo. OH RATIO 0- 11 12-.17 .18-26 27-.35 .36-.46 .47-.57 58-.70 71-83 84-1.18 1.19-1.72 1.73-2 73 2 74, N 10 .94 91 87' &T .79 .76 .72 .69 .63 .56 50 CD i NE NW 10 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 42 w o EW 10 .95 .92 .86 .73 .68 .63 .57 .47 39 31 N SESW 10 .93 .90 .82 .74 .66 .60 .54 .47 .39 3 27 i S 10 91 .86 .77 68 .60 1 .54 1 .51 .45 .39 .35 31 ►OH LENGTH• Oft t iVl fl. 2 ft. 3 ft. 314 It. 4'h n. 5Y tt. fl. fi 14 I + *To select by Overhang Length,no pan of glass shall be more than 6 fl.below the overhang. OVERHANG RATIO= OH LENGTH HHIH T-� H L L H a I H -f 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R•VALUE WOOD FR yy NORMAL WT. LT. WT. NOR. WT.1 LT. WT. 0 .9 1 2.4 6 INH _ R-VAUE - X AN R-VAE EXT ADJ EXT EXT EXT 7- 10.9 .6 R-VALUE EXT 69 55 2.2 - 2.9 2.2 1.1 1.7 2.2 1.7 11 . 18.9 .4 0-29 1.5 7- 109 21 .8 - 4.9 1.3 .8 1.0 .8 .7 19.25.9 .2 3.69 10 11 - 129 IT .T 5. 6.9 1.0 .7 .8 .5 .4 26& U .1 7&Up 8- 13- _13• 189 1 5 .6 7- 10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-259 9 A 11 - 1 .9 .4 .4 .4 0 1 0-2.9 1.0 R__VALUE EXT 19-2 . L2 2 3.6.9 .6 0.29 1.0 TEE 26& U t .1 .1 7-9.9 .4 3.69 .7 R-VA XT ADJ 10&Ur 7&LID 6 0- 69 76 28 7- 109 35 1.3 11 - 129 2 7 10 9E CEILING SUMMER POINT MULTIPLIERS(SPM) t • 1 9 25 09 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 1 R-VALE §PM R-VALUE SPM CEILING TYPE 26& UD t 2 04 E30- 9 1. 10-10.9 2.9 R-VALUE DROPPED EXPOSED 9 11 -12.9 2.6 10- 119 32 35 9 .8 13- 18. 2.4 14-20.9 2.2 24 9 .6 19-25.9 1.8 21 & U 15 16 5 90 DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7.7 2. r EDGE INSULATION CONCRETE (See 903.2(e)) R-VALUE SPM -R-VALUE SPM R-VALUE SPM _ INSULATED 8.5 3.1 0-2 9 -41.2 0-2.9 - .8 0- 6.9 -1.0 3.4.9 -37.2 3-4.9 -1.3 7- 10.9 -1.1 5.6.9 -36.2 5-6.9 -1.3 11 . 189 -10 7&U -35.7 7& U -1.3 19& UP 9 913 INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) With Retum W/O Return INFILTRATION PRACTICE SPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE - 1 102 5.0-6.6 1.12 1.08 PRACTICE •2 80 6.7&Up 1.09 1.06 PRACTICE -3 52 DUCTS IN CONDITIONED SPACE 1.00 100 -3- WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS DBL. WOF GLASS ORNT. AREA WPM BASE PTS AREA CLR. ' (9B) WTR. PTS N 27 7 . 3 197 N 12 7 . 3 1. 25 110 NE 0 4 . 6 0 NE 0 4 . 6 0 E 70 -9 . 2 -644 E 21 -9 . 2 0. 46 -89 SE 0 -22 . 7 0 SE 0 -22 . 7 0 S 90 -28 . 4 -2556 S 30 -28 . 4 -0. 29 247 SW 8 -22 . 7 -182 SW 8 -22 . 7 -0. 19 35 W 117 -9 . 2 -1076 W 66 -9 . 2 0. 77 -468 NW 0 4 . 6 0 NW 0 4 . 6 0 H 0 -28 .4 0 H 0 -57 . 7 1. 00 0 E 6 -9 . 2 -0. 24 13 E 8 -9 . 2 -1. 29 95 E 35 -9. 2 0. 62 -200 N 15 7 . 3 1. 19 130 W 15 -9 . 2 0. 62 -86 W 36 -9 . 2 -0 . 96 318 S 48 -28 . 4 0. 94 -1281 S 12 -28 . 4 0. 78 -266 0 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 1716 312 0 . 83 -4261 -3515 -1442 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR. PTS . DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1210 2 . 2 2662 0 0 ADJ. 309 3 . 6 1112 EXT2X4 Rll 1210 3 . 7 4477 ADJ2X4 Rll 309 3 . 6 1112 0 0 DOORS DOORS EXT. 32 15. 4 493 EXT WD 32 15.4 493 ADJ. 19 13 . 3 253 ADJ WD 19 13 . 3 253 0 0 CEILING CEILINGS UN.ATC. 1716 1. 2 2059 UNDRATC R30 1752 1. 2 2102 SGL.AS 0 0 SGLASMB R19 0 2 . 0 0 KNEE R19 130 2 . 0 260 FLOOR FLOOR SLAB 225 8 . 9 2003 PERIM. R-0 225 18 . 8 4230 RAISED 0 1. 0 0 0 0 0 INFIL. 1716 7 . 4 12698 # 2 1716 7 . 4 12698 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 17765 TOTAL 24183 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS ' (9H) (9I) (91) HTG. PTS. . 59 17765 10481 24183 1. 12 0. 50 1. 00 13542 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 12248 10481 11409 34138 10964 13542 6617 31124 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 1 2 3 ► OH RATIO 1 0- 11 12- 1; i 1F 26 t 27-- 35 1 36- 46 1 47- 51' 1 58- 70 1 71- 83 1 64- 1 18 1 19--1 72 1 73-2 73 2 74+ SINGL-PAN,'GLASS N 10 105 108 1 12 1 16 120 124 127 131 138 145 151 NE NW_ 1 0 t 09 t t3 120 1.26 t 33 1 39 145 150 163 1 74 184 EW 10 67 50 16 - 20 - 60 - 95 -132 -1 73 -251 -331 -405 1 SE'SW 1 0 92 88 77 66 52 39 25 10 - 21 -48 - 74 U a S 1 0 95 92 1 84 1 74 60 46 29 13 - 24 - 54 -67 DQUBLF PANS GLASS _N 10 109 113119 C-2b 131 137 142 148 158 1.69 179 NE NW 10 1 15 1.23 135 146 1 58 168 1 78 187 209 2.28 246 1 E'W 10 85 77 6 46 28 12 - 05 - 24 -59 - 96 C:t 2 SE'SW 10 93 90 82 72 61 51 40 28 .03 1 -40 S 1 0 96 94 87 7 67 55 41 27 -04 -.29 -40 I- 10-OH LENGTH• 0 tt 1 It 1 w It 2 It 3 II 3h It 4Tit 517 It 6h!t 9h It 14 1t 20 It + '* soec .;O.e^a^-Le^-'^ re ca^-'-ass s^a: t-e rro•e t^a-c it t)e!an Me aver^a^a OVERHANG RATIO= `� ]T T_ �.L H L 9C WALL WINTER POINT MULTIPLIERS(WPM) CONCRETE BLOCK _ FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0- 6.9 126 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0. 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 . 18.9 35 0.2.9 4.5 7. 10.9 4.4 44 . 4.9 7. 5.1 6.1 5.6 4.9 19-25.9 2.2 3.69 2.8 11 - 12.9 3. 3 5. 6.9 5.7 4.2 4.8 4.3 3.9 26& U 14 7 13- 18.9 3 4 3.3 7- 10.9 4.6 3.5 4.0 3.3 31 R-VALUE BLOCK B INCH 19-25.9 2.2 2.2 11 • 18.9 3.0 2.6 2.8 2.2 ! 2.2 0-2.9 7.9 R-VALUE EXT 26&U 1.5 1.5 19-25.9 1.9 1.7 1.8 3-6.9 5.7 0-2.9 30 STEEL 26& Up 1.3 1.2 13 7-9.9 38 3.6.9 2.2 R-VALUE EXT AN t0-& Up 30 7 & Up 17 0- 6.9 15.1 13.1 7- 10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 - 12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY i CONCRETE DECK ROOF t - 18.9 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE_ 19-25.9 4.6 4 4 19.21.9 I (_20) 10-10.9 3.2 R-VALUE DROPPED EXPOSED_ 268U 27 2.6 22 259 -- t1 - 12.9 2.9 10• t3.9 2.9 3.3 26-29.9 13- 18.9 2.6 14-20.9 2.0 2.1 9D DOOR WINTER POINT MULTIPLIERS(WPM) 30-37.9 1.2 19•25 9 2.0 21 & Uo 1.3 11 38& U 9 26 8 Uv t DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS (WPM) WOOD t5 13.3 SLAB-ON-GRADE RAISED I RAISED WOOD EDGE INSULATIONCONCRETE_ See 903.2(e)) INSULATED I 168 145 R-VALUE WP R-VALUE WPM R-VALUE WPM 0.29 _-- tBB0.29 9.9 0- 69 B3 3-4.9 93 3-4.9 51 7. 109 30 -- 5 69 76 - 5 6.9 36 11 . 189 22 7 & U -C 7& Up 29 19& U 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return WPM Air Duct Air Duct (See Table 9P) -- 4,2-4.9 ? 14 110 PRACTICE ° 1 10.9 5.0-6.6 a ? 1.08 PRACTICE =2 :::=-, 6 7& Uo 1 106 PRACTICE ° 3 » ? DUCTS IN CONDITIONED SPACE 1 00 1.00 -5- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Heat Pump COP 2.5.2.69 2.7 2.89 2.9.3.09 3.1 -129 3.3-3.49 3.5.369 3.7 Up - HSM .56 .52 .48 .45 .42 .40 .38 Electric Strip HSM 1. Gas&Other Fuels HSM 1.0 (See Table 9J for Credit Multipliers PTHP& Room Units HSM HSM for COP 22-2.49 = .63. See above for COP 2.49. Minimums: Central Units 2.7 COP. PTHP& Room Units 2.2 COP. COP means Coefficient of Performance. 9.1 HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .96 Multizone HCM .90 Natural Gas AFUE .60- .64 .65- .69 .70• .74 .75-79 80-84.84 .8 - .89 90•U _ HCM .54 .50 .46 .43 .40 .38 36 Other Fuels _ HCM .84 .77 .72 E 56 _ Where more than one credit is claimed. multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) SYSTEM TYPE FOOLING Y T M_MULTIPLIER SEER 7.8- 8.0- 8.5- 9.0- 9.5- 10.0- 10.5• 110- 11.5- 120- Central Units 7.9 8.4 8.9 .4 10.4 1 .9 11.4 11 9 6 Up CSM .44 .43 .40 .38 .36 .34 .32 1 28 PTAC&Room Unit M CS r EER 7.5 7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13.000 BTU/H 7.5 EER,and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) Y TEM TYPE I E I MULTIPLIERS CCM -Ceilinci Fans 86 Multizone 90 Ventilation Attic Radiant Barrier .95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) ___SYSTEM TYPE HOT WATER MULTIPLiEn Electric EF .80- .81 .82- .83 .84- .85 1 .86- .87 .88• .90 .91 -.93 .94- . .97&UP Resistance HWM 4183 4081 3984 3891 3803 3678 Natural Gas EF .40- .49 0• .51 .52. .5 - .5 ¢ . 7 .58-59 - . 1 ¢U_UQ_ HWM 2259 2169 2085 2098 196 187Q_ 1807 174 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) _ SYSTEM TYPE ___ HOT WATER CREDIT MULTIPLIER Solar Water Heater SF 1 2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 With Air-c nditioner Heat Pu. Heat Recovery Unit* With .62 Dedicated Heat Pump EF 2.0-2.49 2. -299 -3.4 $ HWCM .44 35 .29 2 .A HWM must be used in conjunction with all HWCM.See Table 9M. SF means Solar Fraction. EF means Energy Factor. Form 90OD-86 must be submitted to obtain credt for Heat Recovery Unit 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(r)) -COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK -PRACTICE 'i COMPLY WITH ALL INFILTRATION PRESCRIPTIVE$ONPRESCRIPTIVE TABLE 9A. PRACTICE 12 COMPLY WITH PRACTICE "i AND THE FOALOWING: Exterior Walls and Floors Tolatenetrati ns sealed. Infiltration barrier installed. Sole plate/floor ip nt cau lked or seald Exterior Walls&CeilinQs Penetrations oint and cracks on interior surface caulked,sealed or ga keted. Ductwork Ductwork in un ndjtioned spaspage mut be sealed. Fireplaces Eauivped with outside mbustion air,doors,and Ifdampers. Exhaust Fans Eauipped with damiLers.Combustion devices Combustion Heating Combustion space&water heating systems provided with ours,de combustion air except direct vent apps ances -PRACTICE 13 COMPLY WITH PRACTICES "1 AND 12 AND THE FOLLOWING: Ceilinas Infiltration barrier installed. -interior Walls Top platen tr i n al r cracks on interior walls caulko,sealed or as k Recessed Lights I from conditioned space&insulated from ventilated tti c . Ductwork All ductwork located in conditioned s ace. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust bV-products to outside. Stoves see 903.2 . -6- f City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS .HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. / BATHROOM GROUP CONSISTING OF SERVICE 5I14K TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) WATER CLOSET VALVE _____WAT'ER CLOSET, TANK OPERATED (4) VALVE OPERA'T'ED (8) _1___BATHTUB/SHOWER (2) URINAL WALL LIP (4) _____SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) _____SHOWER STALL DOMESTIC (2) . LAUNDRY TRAY (2) ____LAVATORY ( 1 ) _____COMBINATION SINK AND TRAY (3) -1 __WASHING MACHINE (3) POTS SCULLERY SINK (4) _1__DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY ( 1 ) --/ --KITCHEN SINK WITH WASTE GRINDER (3) DENTAL UNIT OR CUSPIDOR (1) _ BIDGET (3) , URINALSTALL, WASHOUT (4) FLUSHING RIM SINK (8) -----COMBINAT10N SINK AND TRAY WITI FOOD DISPOS. (4) -____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN ( 1/2) LAVATORY, DARDER/DEAU•1.Y SHOP (2) LAVATORY, SURGEONS (2) SURGEOTJS SINK (3) _ ICE :MAKER • (1/2) WET . BAR (2) TOTAL FIXTURE UNITS _0 S!' @ 520. 00 EACH $ % JOB INFORMATION --------------------------------- - ---- ------------ Address _ lleated Square Footag @ $ ?�1�. Per sq ft = $ Garage/Shed @ $ �8 � —"per sq ft = $ Carport/Porde @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio per sq ft = $ e TOTAL VALUATION: Total is t $ Renain er Valuation 1/. er thousand or portion thereof ------------------------------- -----------I Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED i + k Filing Fee $ Fireplaces @ 15.00 $ Meclianical Pluming BUILDING 1PERMIT , , S_2 99 Electric/Netai-------------------------------------------------- Electric/Temp Septic TankBUILDING PERMIT Well WATER METER CHARGE $ ScvLu:ririg Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection' MISCELTNEOUS $ Sewer Connection Water Meter lacvrrti.on Ccrtific Ac GRAND TOTAL DUE $ 418 S 1-7d ---'------------------------------------------------------------ ----------------------------- CALCULATIONS and/or NOTES PLANS REVIEW CHECK LIST Address2�_ - J ---Owner- -- 1� Legal Description; ��r _ _ Contractor__-- License Number - ----------------------------- - License on File YES NO Section 24_101 * Zoning Regulations Zoning District � -_----- Proposed Use C� Required Lot Size_ ------- Actual Lot Size Setbacks Required Provided Section 24-17 front _ _ � ___ CORNER LOT INTERIOR LOT rear Flood Zone side-1 �� � ------- �.�_.__ Q Required Elevation_ Q side-2 - ----- -L�l Max. Height Allowed__� ✓ _ Proposed Height_ Section 24-82 * Minimum Lot Coverage Required Heated Area ,���a_-_ Proposed Area--,/-&Y-S_---- Section 24-161 * Offstreet Parking - -- -- -- - - -- --- - Number Spaces Required __ Spaces Provided Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by : ----------------_-------------Date ------ --------- Building Permit #---------- ISSUED DENIED � Y NORTH 3.3,84 rl �l►7.r. v /�..7• r1.3 / LOT 1 1 �• 00 W A A . � j• �A I 9.21 Q( 7 # 1924, 14 i► • A G L•��� {so[ w a M � v .SSV/L 1—A ui S rvt Y WE-ST � k ti� /9z5 : t � t vv r._. -- ^ 16.0' ADDRESS-----1%j-4- ,o& BUILDING PERMIT # j& 0,2- ----- --------- INSPECTIONS FOOT IIIG__//� ----- INSULATION-_ ,A STEEL ---- FRAMING FIRE �-3) '`�(� FIRE -------------- ------------------ FINAL BUILD C/O -----/------------- ELECTRICAL PERMIT # l9 4o INSPECTIONS ROUGH---/-31-1�0 ROUGH /'J1'�0 ---------------- FINAL PRELIMINARY SENT SENT TO JEA FINAL SENT TO JEA CALL TO JEA MECHANICAL PERMIT #____ 1 INSPECTION ROUGH --------------- PLUMBING PERMIT # 4jL,�� ----- ---------- INSPECTIO14S UNDER SLAB Y,1/��(��_ ROUGH--J-3/-CSEWER --------------- PUBLIC WORKS