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SUBMITTED PAPERS_1
c OFFICE USE ONLY: / DATE FILED: gnat -27 PERMIT NUMBER:y �-y V PLAN REVIEW FEE: ��� RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. a 9. 10. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue +� N e Ft. Pierce, FL 34982-5652 v �� ii �o� o%� 772-462-1553 "/V/v St L4 SF� APPLICATION for BUILDING PERMIT CZe c CERTIFICATE of CAPACITY/ZONING COMPLIANCE °4�t� PROJECT INFORMATION LOCATION/SITEADDRESS: 441 SE Sol4z Avenue Port St. Lucie PROJECT NAME: SITE PLAN NAME: PROPERTYTAXID#: 3419-545-0037-000-7 r FL 34983 LEGAL D/-ASCRIPTION (attach extra sheets if necessary): - e/2.( '-"7r 2 - 12-5-7 Z �--4 � I ( 1 PLAT BOOK 12 �NO. 2 8 7. BLOCK NO. 8,. LO NO. 19 PARCEL SIZE (ACRES/SQ FT.): Ci LOT DIMENSIONS: 'Ts X COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 7-e- ZiJe� obi 11. SETBACKS (ACTUAL) FRONT: .95.0 L�-e,. e v -6—. : Y7 7-�— RIGHT SIDE: 12. TYP OF CONSTRUCTION (Check all appropriate boxes) [NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) ,n , 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: f 3 Z C LEFT SIDE: 7 [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 77, bc>c> The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: Steve and Crystal Piva ADDRESS: 441 SE Solaz Avenue CITY: Port Saint Lucie STATE: Florida ZIP: 34983 PHONE (DAYTIME): (7 7 2) 8 7 9- 2 0 0 0 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): a CONTRACTOR INFORMATION OJ ST. of FL REG.CERT #: C{.9��Y/ I S 1 i () $ 1 ST. LUCIE COUNTY CERT BUSINESS NAME: Emporium Homes QUALIFIERSNAME: Julio Forero ADDRESS: 1249 San Diego Avenue CITY: Port Saint Lucie STATE: Florida ZIP: 34953 PHONE (DAYTIME): (5 61) 9 2 9- 6 8 8 7 FAX NO. Email: ARCHIT/ENGINEER. V11 ADDRESS: sc lzc>X-"e J 13 CITY: /�'(o — PHONE (DAYTIME): ( qq'2' % / BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: 3i&I STATE: STATE: STATE: f6W72397 ZIP: 3 ? 4n$ ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. t CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE.JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF St . Lucie The foregoing instrument was acknowledged before me this 14thday of July 20 11 , by Steve Piva who is personally known or has produced CONT TOR SIGNATIJW STATE F FLORIDA COUNTY OF S t . Lucie The foregoing instrument was acknowledged before me thisl4th day of July 12011 , by Julio Forero who is personally known or has produced Driver's License asiO mWication. ver' s Licens s' n 'fication. Si ture of Notary Si ature of NotarL)6613 Commission No. EE 0 2 6 613 fission No. E BRtTTANYSMITH ;=gP' BRITTANYSMI MY COMMISSION # EE 026613 i.: * MY COMMISSION # EE 26613 EXPIRES: September 16, 2014 �: ���°.` EXPIRES: September 6, 2014 Bonded Thru Notary Public Underwr ters, -Bonded Thru Notary Public denvritei NOTE: TWO (2) SIGNATURES AR MUST BE NOTARIZE .Eq In THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: /J D Y - -00 7 7- SECTION �$ TOWNSHIP %a 6 RANGE Li O MAP NO. `34&QJs ZONING LAND USE LOT CVG % I . Ca TAZ NO. FLOOD ZONE FIRM MAP # v �QO 1ST FLR ELV 1 , ciV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS "" WATERS tA11 SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE ` I AREA FEE FEE (RADON)- LIBRARY PUBLIC .BLD ' J PUBIC BLD PARKS IMPACT IMPACT IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING JL FEES DATE SENT TO ADDRESSING: / / u Fort MUM, Fit 34982 772-462-2172 Fax 772-462-6443 CERTIFICATIE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT 308 ADDRESS: 4(,tt R.: BUILDER/CONTRACTOi6iv1�afi" S PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #: X11 R We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 3 3 Percentage of solutlori: Date of Treatment; 1 '3 ` 71/ `-'Footing/ �1 Treatment Re -Treat Driveway —es; Treatment Re -Treat other Is' Treatment Re -Treat Chemicals used; Zaa-L4 Total gallons used: Time of Treatment . /e� �S(ab Treatment Re -Treat Pools V't Treatment _Re-T'reat Perimeter For Final Inspection Signature of Exterminator Note: There must be a compIsmd f M7 for each required trewment or ►e,t wnwnt and this farm meet be on the joG site to be picked up by the laspedor at lime of each inspection or the scheduled /nspectfon W111 fell and a re-InRxnYon fee dwyed. FBC1O4.2.6 Verffflcate of PmtectlW Treatment fear prOventlon of termif A weather resistant foPsiite posting bird shall be prnvided to mcA a duplicate Tresbnent Cetillicates as each required pm&-cl!ve heatment is evmpkied, pmvbyng a copy for d" person the pelmlt Is issued to and another copy for the hulJding permit files The Treatment certl mate shall pmvoe the product user!, ldenthy of the appilcator, time and date of the heatment, site lactation, area Austad, chemlPGB! wed, perwnt conw0adan and number ofgallons used, -to a sUbllkh a verifiable Ord of p►OdeM a treatment. ,If the loll dremIcal battler method for t ennife prevention ,is used, ffnal exterior treatment shall be cnmpJe W pntgr to final bu/iding appr+vvar. St Lucile County requires fair the final #nspecdon fbr CO, a Permanent 3tldffir to be Placed on 09/12/2011 14:45 772871� `<I Plant: I ("ih Lalpging: I To Job: EMPORIUMCONTRU"'711-Tr ! PAGE 03 I CC_MC"_x 53918173 Arrive Job: Start Unload: I Flnlah Unload: Leave Jbb: caastdi�ek� U6 CVe AGRIUM HOMES CORP' Customer Job Number Project Code: Proiacl Name: Prcq*O P.O. Number: TlutoSid•1 ia/ 11 o11141 y�ddr.&E, SOLAZ A'VE DafiWiROSS: SOUTH OF FIR I MA VISTA TO BON I TA CT LEFT TO SOL.AZ RIGHT TO JOB ***LOAD GETS RESIDENTIAL, FIBER*** Due OnLlt%,, l a I slump n .. U79 Otd6aGd / Den: i') Q $ % 1 O(aWQ. rit Der: Map Pa&7 1 Mls6fl4.U"o,e c) DisPalc&M W i 11 i a m s o n Ticket Number- 1797778 End Vile LOAD CUMULATIVE ORDERED MATERIAL Co0E PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY OUANTITy QUANT{7Y _ • - _ • W . W _,t �_. W 00 12576331 F `8 R 7. `�l,.Lti BACK r� v 1 • c�Ct 1247818 FUEL. SORQHARGE 1. f:lU 12na749 ENVIRONMENTAL_. C11A GE — I Cash ChaFk e r AM Coda; Signature of Driver Rebeivrng Cash! C7eh Received: Total COD Order Amotit,t 10 C0111i1 crack Without Standby Chargaa: ChafQe COMments WATER ADDED: GAL YARDS IN. DRUM; ... __ WHEN ADDED. �S EQ AT OWNFR*S/AGSNT'S REQUEST: 0 LOAPOWAS TESTED BY: SIGNATURE Notice Our drivers will make every effort to place materials where the Cvetomer designates. but the SPECIAL T MS: Any -Star added Is at Customers own risk. If water is added On Job. WnCfete Strength Company assumes no responsibisty for damages inslge Curb or properly line Ctrelo+ner 3groes to the is no longer guaranteed, W NING: Protlucl miy cev6e Skin Sndfor aye eritraron. CAUTION: f�laleral terms of sale and delivery and iGGepiB COn[rele as is. Due l0 impbrtnnl (actors which are out of our may be I1Btardbuz Iq y0uf fely and heattn, PIBBBB refer t0 the backslde of this ticllel for important control Sller delivery. this Company will not at:Cept any responsibility for the finished results No credit for safely handling informeli d to the malarial safety dais sheets for additional MfOnnapon, raiurned cangrille. Buyers 011SOPliOns and claims shall be deemed waiverj unless made to us in writing AUTHORIZED 91GNATUR -thm one bvilmeSe day after Ihg reteitil of metgrlglS, 6OUNIVERSAL ORIGINAL 08/12/2011 14:45 772871!c'- Sri i EMPORIUM(30NTRUl-.----)N ! PAGE 02 J/ZrWGMGX 53918174 old 71 Plant: ��glfl •LdKellMg: To Job: Arrive Job: Start Unioad: finish Uillond: Leave Job: Customer Job Num Custom of Code. Cullom N �149108 EN�IUM HOMES CORP oer: protect Cede: Pro!en Name: le'"(11 P.O, Number: Titkrtt Dale: OMlva Addro (39/08/11 SE OOLAZ AVE Nl'AlP96 SOUTH OF r'RIMA VISTA TO BONITA CT LEFT TO SOLRZ RIGHT -rO JOB ***LOAD GETS RESIDENTIAL FIBER*** Dun fJob RR J7 Slump' t . Tru Drlygrp� r oriygrN vC S I EMS LOAD QUANTITY CUMULATIVE QUANTITY ORDERED OUANTt7T MATERIAL CODE PRODUCTION DESCRIPTION 1 f;l. 50 21. t7(,) 31, 51 1 152538 2500 REG 1. 00 `. 0t� �. f I") 1257631 MONO FIPCR 7. 5LB 1.Of,I ' 1247818 1"UEL SURCHARGE 1. Ott 1 i�02749 ENVIRONMENTAL. CHARGE Cash Check a r Auth Cade: Signature or Driver Receiving Cash: Chack Charge Commef,tS WATER AD Irb: f Old ode / Dale: t.19%uFii 1 1 OrWf 1-I r: Map Pegs-1.M'lUoCl� Dlepal ((�� t'Iwi I l 16LIi15On 'ticket Number• ,3l797851 End Use, B!._DNG: SLAB UOM I UNIT PRICE AMOUNT YD3 -- ,. •.. BAG Cash Received: Tobl GOD Ortlo ArnouM to colhal without Standby Chatgaa: YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE U LOAD WAS TESTED BY: Notice Our dh.rers will make every effort to ptege malerlela where the cu;lomer designelea. bul the SPECIAL PERMS. Any water added le at customers own risk. if water Ir added on lob. concrete strength Company assumas no responsibility for damages inside Curb or property line. Customer agrees to the Is no longer guaranteed. WARNING. Ptoduet may cause skin and/or eye irritation. CAUTION: Maledal terms of Sala and delivery and acgpls concrete as is. Duo to importenl factors which are oul of our may be ha{ardous 10 your safety and hoailh• Please refer to the backside of Ihis ticket fim or portent control after delivery, MIT- Company will rtol accept any faepOitSibitily for the finished �QsuI1S No credit for safety handling Information, and to the material safely data /heats for addilionef information ,elurned ooncrete BUYUS esbeptions and palms shell be deemed waived unless made to us in writing AUTH IZED SIGNATURE: -th,n one bi,sinese day Omer the receipl of materials 98UNIVERSAL PREV TRN.: lt.lO��.:r483 LORD NC1M: nR1rwel 09/12/2011 14:45 7728711- EMPORIUMCONTRU7777'7N1 PAGE 01 //C C'. hys, M a X, 53918175 / / c, loo., znc 7 1 Arrive Job: Start Unlbad: FiiilWh.UHld�d fl!%iriva Jdb%:"G" CuelorperQdda:• - Cua�o+IM!tN�»!i'r 1 ! .�� , ,t..Iy11;'r. � ' �'' ('f•' Customer fob Number: Order'ptpggtf Data: �. •y � project Code: project Name; Prcq'Kt P.O. Number: ordarm, N",- Ticks, O&Y. i'. Dellufily97��: : �(l`I`l'} ! O rp f ft1('1 t:.! . 1) 'ff'3 !'!'+.!? t ;C ; ;' l' 1 l'f,J Ulepele, j<•..i1,. ! t•l�Fil i'!t ,1U1:yi%�l l J.it�arsl4Gn r .. i_ : 1!'}.. i�� •I.. rTH , 01 Ticket Number: tt I Cash Chock 011 Aulh Coda: Wlonelura of Driver Recelvitlg Caah; check Chetoa Comments: Cash Received: Top! CDo Order Amount to C011eet Without Standby Cherpea; WATER ADDED;. - GAL YARDS IN DRUM:.,,,,,,,, WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNERVAGENT'S REQUEST: SIGNATURE 0 LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where Ihs cvslomar designalas• but the SPECIAL TERMS; Any water added is at Guetomera own risk. it water is added on yob. contain atryNth COmpeny esayme9 ne raSponpiblety for damages inside Curb Or property line. Customer agrees to the Is no longer guarante9d. WARNING: PrWUCI may cause skin andfor eye irritation. CAUTION: Materiel terms of sate and delivery and pocepts concrete ee is, Due to important 1910ora which are out of our mey be hakerdous to your safety and health. Please rarer to the bnckslds of Ihie ticket rot Important conrtot after delivery. this Company will not accept any responsibility rot the finished mouji s. No Ctedil for Safely handling information• and to the material safely data sheets for additional Information. rel-Ild concrete. Bvyam exceptions and dairns $hall be deemed waived unless made to us In wrifino AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O •' I I, . 6WUNWERSAL - - A//Cc mcx 6tog t4rc1 7 7 53918173 Plant. Begin'Loading; To Job: Arrive Job:. Star@.Unload Flnishlkoad:- Leave Job: 'Return Plar%tr CusGTWf@e1 c_)6 CUsFpr R&R I UM HOMES CORK Customer Job Number: Project Code: Project Name: Project P.O. Number: TickOigtd.O a/ 1 1 Deli4ry AbdreG -E S O L A Z A V E DeliQJIRQ&Q: SOUTH OF PRIMA VISTA TO BON I TA CT LEFT- TO. -•:- - SOLA Z RIGHT TO JOB ***LOAD GETS RESIDENTIAL FIBER*** FIRED - i Ord&68@ / Date: Ord4kb. tFuuGer. MapPaa71 Q/7�S&6l2o -DispatcGMW l I I 1 am s o n Ticket Number: 31797778 �e n)Job� - Slum J o J _' - r p: Tru ti -- Driv r. -, Dri a �J End Use: J LOAD CUMULATIVE ORDERED JANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION 1e 00 1. ���) �,, tali 1257631 " Fr8ER 7. 5LB r u ��„• 1. 00 1 c47818 FUEL SURCI-IARGE-- 1, 00 t, 1202749 ENVIRONMENTAL_ CI-IARGE UOM BAG UNIT PRICE I AMOUNT Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: r; WATER ADDED: GAL YARDS IN. DRUM: WHEN ADDED. t, • ! 3 6S;J SIGNATURE RB E CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAVASSTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL T MS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. W NING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your fety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safely handli returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing ng informati Ud to the material safety data sheets for additional information. AUTHORIZED form within one business day after the receipt of materials. O InoCII-rr)l./ �� I. 68UNIVERSAL ORIGINAL CEMEx 53918174 Plant Begih Loading: ' -'.To: Job: Arrive Job: ' 1 , r :.$tart Untbad: .., FIhish Unload: Lea"v,.e ,Job:; Return Plar►t 09c/ 1092 Customer Code: Customer Name: 31491(?6 EMPORIUM HOMES CORP' Project Code: Project Name: Customer Job Number: Project P.O. Number. Tick��r9/08/11 Date: DeII4 Address: SOLAZ AYE DerrIROSO : SOUTH' OF PRIMA VISTA TO BON I TA CT LEFT -TO V SOLAZ RIGHT TO JOB ***LOAD GETS RESIDENTIAL FIBER*** POSTED Order Code / Date: 580 ()9/04B/ I I Ordf�U. ?rrgjter. Map Page:M,gpRow! o rpnL _ Disyat e . kWi11iamson Ticket Number: 31797851 Due Jo Slump: Tru a(c Drivor 4 bar' Dr r End Use: 11l1 a�7 ,, (_�(� `�i`if`�,f.. 332 yd tb14. j3{��7'� S I E M S BLDNG: SLAB LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 10.50 21.00 31.51 1152536 `50i � REG YD3 1. � 0 2.00 3.00 1257631 MONO FIBER 7. 5LB BAG 1.00 1247818 FUEL SURCHARGE 1. (jib 12o2749 ENVIRONMENTAL CHARGE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Check Comments: WATER N: Cash Received: Total COD Order Amount to Collect Without Standby Charges: YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTED BY SIGNATURE SIGNATURE Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in wriling AUTHQjtIZZEED SIGNATURE: within one business day after the receipt of materials. O In�C/\"y _ 68UNIVERSAL PREY TRK: 10U`3483 ORIGINAL LOAD NUM: I F '• �F .--J- cc -max //OS' 0d77 53913175 PIanY Beart ':Loading ..I To, Job: Arr'ivt3.Job S,ta►t Unload': Finish Unload Leau,.erJobs Ret:um Plant Custoler,! od% CustQmQrltuarM 1' f Irai I !Flml r, i al Jilt , Customer Job Number. Project Code: Project Name: Project P.O. Number: Tiicket'Date: t };:, '; Delivery.'f ddrei@b f, ! jf-!4 i`a ! Deuve"ryifr�lruyfions,: S,(*ji.i D t IF 1'1I i `i .ts'' i A .S i Pl N 7 ~4 (i L L..i FT To ��f ` t:. n _�� ��t,nrl Ertl. ;-rPER n . POSTED Order'JQogeJ/ Date: r1 j •` (,1 ; 1 i. Order f ps. NUq"r. Map Page:— j M&Rbd /E411Lf� Dispalche v,IJ j i 1. 1 j. ,_, M a h 1 t Ticket Number: '. 11 ''Ell c11'_ Due On Job: } s Slump: :-, . +.-; Truck.t+iurfibeCf i ' : ',• Driver Noln`tie): Ddvb4 Nb '.d:!e . i '. i i _ f J '! J.+ End Use: J ;.._j, i' I 3, LOAD CUMULATIVE ORDERED QUANTITY QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT t. f_i _., i.+ ,�, �. '..J - -. .. ,.! d .f. .i, t.!C:: �. f•..:�'r.'% , . '1 rr t +t i _ti. .'T' 1)11' rA Oil`;;. Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safely data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O J._iz. '_'.' ! 4.t. ...,, � + 1.J1 +i.:. i �i t.'•t... , '1 !1 �,t �. ._, 68UNIVERSAL PLANT 20,592442 `� C C- M G x Delivery Ticket#: Date: 09127/2011 n It -F I 09= U Sold To: EMPORIUM HOMES CORP Plant: Gypsum Supply - Ft. Pierce. Phone *: 561-929-6887 Port Saint Lucie FL Deliver To: 441 SE SOLAZ AVE Ph: 772-460-0504 PORT SAINT LUCIE FL 34983 #1236 Job No. 13423792 Driver Name: No: Delivery Due Time: Carrier# & Name: Shipping Instructions: Orderfi 1015443785 Customerfi 3149106 Job#: 441 SE SOLAZ AVE PO#: 441 SE SOLAZ AVE Loadfi 1 Type: FOB Total Load Wt: 57.000 LB Load Order Product Quantity UON Quantity Code Product Description Units UGH 3.000 ROL 3.000 1337026 F1-FO1L,AA-2,VAPOR, 249,HIGH PERM 3.000 ROL Cumul Daily Oty 3.000 J � -5-- (-( /,,,- /ti") - z1r Additional delivery or stocking instructions: CURB LINE Loadercheck AT OWNERIAGENT REQUEST Driver check "I INITIALS Foreman/Manager AUTH t RIZIED SIGNATURE PRINT NAME THE SIGN URB 0 qE SIGNIFIES RECEIPT AND ACCEPTANCE OF THE LISTED MATERIALS AND ACKNOWLEDGEMENT OF AND AGREEEN� TO THE TERMS AND CONDITIONS ON THE FACE AND REVERSE SIDE OF THIS TICKET. Delivered/Dron/ I Shipped By; 7Driver's Signature Date DRIVER CERTIFIES, THAT ALL MATERIALS WERE DELIVERED IN GOOD CONDITION MSDS PROVIDED UPON REQUEST 69L)niversaI2 See over for Product Warning rll-qT[)MFR r-C)PY This Delivery Ticket incorporates herein by reference Buyer's previously executed (7--dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatic A- 9-- any, and Seller s Order Confirmation (il ling limitations of warranties), as if fully set forth on this Delivery Ticket ("Agree t"). Seller will protide-the Standard Ternui and Conditions upon r . equest-Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. . Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to -fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste'. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega include comp referencia a] comprador. (ya previamente ejecutada en su aplicaci6n de cr6dito); cualquier t6rmino estdridar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor prove6 rd los t6nninos eshindares y condiciones detal- lados en caso de asf ser requeridos. 'Con. este documento, el comprador acepta los nii.smos ya antes mend,onados y que las cantidades y materiales fucron entregados como se expresa en el mismo. Acepta pagar el monto de 4cuerdo a] contrato; at menos que se identi- fique con una nota al fiente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO 1 CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcAnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaffilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolornita, granito, rota volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (.fly ash) la cual puede contener rids de 0.025% desilicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en pie] y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pubdo, corte y/o perfo.raci.6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhatados. En caso de ser ingeridos, mantenerse en temperature c6lida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La burnedad puede causar la li.beraci6n del arnoniaco. La inhalaci6n del arnoniaco puede causar toser, irritaci6n. o quernaduras en la nariz, garganta y pulmones. Acudir inmediatamente al. medico. El Tiesgo, en la salud depende en la duraci6n y el. nivel de ]a exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las rnanos con jab6n suave y agua despu6s del inanejo de materiales. Evite inhalar auxilios: polvos. Si se expone. a polvos mits de los limites recomendados, use protecei6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatarnente fluya agua en la parte afectada par 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos; la'velos a fondo con agua. Acuda a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 conibinado Houston, Texas 77024 06/10 Para m6s infon-naci6n visita www.comexusa.com. I A L, P ' SPECfALSER IG S CUSTOMER INVOICE Store 6934 PORT ST LUCIE=SOUTH GA'i'LIN> Phone:.(772) 204-9829 BOULEVARD Sales - a-r tfi i itd`thR" a y POAT ST t;UC)E; f✓1.34953 ` Person: JM13610 Reviewer: ibis is oin(Y a (�l11TEfQr the merchandise and seirvices printed below. This becomes I reement upon payment and an endorsement by a No Depot register is be tiones -an EMPORIUM HOMES CORP JULIO FORERO H«�artme . ' Address 1249 SW SANTiGO AVE - (561) ----- 887 w work P►mne (561) 305-8031 • cmopanyNane ` ty PORT SAINT LUCIE s� FL Zip "'c'"- ROOFING & DOORS ETC 34953 CD1* SAINT LUCIE oa 1.litJ 1 R18 897-148 75-nn EA 1/; Check your current order status online at www.homedepaicom/orderstatus Pane i nf.q. Nrn Q04if_wi On-Y MERCHANDISE AND SERVICE Page 1 of 3 140. %34-413i, SALE L2rLfji�� CUSTOMER AGREEMENT T 41387 RECALL AMOUNT SALES TAX XXXX;XXXXXXX3683 HOMELDEF-OT A� ITN CODE' i Q 684i i,6(t°v331 QUOTE is valid for this date: 09/16/2011 We reserve the duht to limit � WI to customers�2L= _ ( �© W00 Y Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax: 772-462-2522 Request for 30-Day Temporary Power Release Date: Permit Number: / ® 0 B b b 7�q. Project Address: 441 SE Solaz Avenue Port St. Lucie, FL 34983 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. SLCPDSD Revised 06/14/2010 Aikcamax 53624086 F POST f- 4 s.A 7 � Plant: Begin Loading: To,Job • Arrive Job: Start Unload: Finish Unload: = Leave Job: Return Plant: ..1 ; Customer Job Number: Customer Code: Customer Name: ✓ a r ? " ✓ t. Project Code: Project Name: Project P.O. Number. Ticket Date: Delivery Address: Delivery^ Instructions: ' r tHS .J ` TO E !*4."(:y y Tg4St4Lit! „, f +? t I I,t f,I. T it A3'€ , .-t Order Code / Date: Order P.O. Number: Nu PIL) Map Page: Map/Row/Column:.-, Dispatcher: Ticket Number.. r' Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use:; f::f"? ill}f.�i-r r'r Zi f}�i {a.l.._ S11'31jU1r.:7 f �_�)l i`I'; U1fi4.t_ LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 5!_!t.}ri°t5 3000 Frl..t"-I t.>•A��"`f44^rS'� ._. - .. .. - `'ir.V,:i:, " y �.._ ,f 1241,7818 F-IJEL -BURCi Et!RG Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash ReFelved Total COD'Order Amount to Collect 7-1 Check Without Standby Charges: Charge '^. F Comments: 1 - WATER ADDED: GAL YARDS 1N.DRUM: WHEN,9DDED. X SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED hy. Notice: Our drivers will make every effort to place materials where the customer designa es, but the SPECIAL TERMS: Any water added at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING:' roduct may cause skin and/or eye irritation. CAUTION: Material Perms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any, responsibility far the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to. us in writing AUTHORIZED SIGNATURE: Within one business day after the receipt of materials. O 68UNIVERSAL s„IR {i CUSTOMER _ ,�,� • This Delivery Ticket incorporates herein by reference Buyer's- previously executed (-dit. Application, if any, Seller's Standard Terms and Conditions; Seller's Quotati--- `f-any; and Seller's Order Confirmation iding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre it")'. Seller will provide the Standard Term., and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement.. Y AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring' materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other z1eeous materials. Cement pre Portland cement, masonry, pozzolan (Type I:P), roof. tile, and stucco. Concrete products include Portland ceme e products including limestone, dolomite, granite, volcanic rock, sand, gravel, and i�ther siliceous materials: These 1 ding fly ash, may contain more than 0.025% crystalline silica. 1 Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. jDry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and./or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation i or bums of the nose, throat and lungs. See physician. Health risk depends on duration and level. of exposure. safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to A • 'dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. 1n case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh { aic If wet cement contacts skin, rinse thoroughly with water. Get proper medical. attention if irritation persists. V5 combined • 06/10 CEMEX 920 Memorial City Warr, Ste. 1.00 Houston., Texas 77024 For further information, please visit www.cemexusa.com.. Este ticket de ciarega .inclaye cnmo referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier tdrmino est{uidar, copdiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaci.ones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los tcrminos estandares y condiciones detal- lados en caso de asf ser requeridos. (-',)n este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados come , expresa en el mismo A r:epta pagar el rnonto de acuerdo al contaato; al menos Clue se identi- fique con una nota,al rente de este cto:.amento. AGREG.ADkk.)S / CEMENTO / PRODUCTOS DE CONCRETO / CE(IZAS VOLANTES Los producill'- f--rcgados son materiales naturaley Como piiedra cal.iza, dolomita, granito, rok-volcanica, arena, Brava y otros tnatcrial : `; a ins productos de cemento incluyen Cemento de tipo Portland, de n albarnizas a, pozzolan (tipo IP), azulejo de azots,'. [ :a.+<�, ..,,s productos de concreto incluyen cemento Portland y productos de agrdos como piedra caliza, dolomita, oruc,i : �1 Nlr- W-pica, arena, grava, y otros materiales si-licios. Estos productos incluyen c volantes (fly ash) la cual puede cone: ;,.: ,. riff tt,025% de silicio crystalino. Peligros:: M.ezcl.a de cemento fresco y/o cenizas 4olantes pueden. causar irritaci6n en. los ojos,\clRemaduras en pi.el y ojos, y reacciones alcrgicas on la piel. Concreta ,=,oco y polvo de agregados, pueden causar irriaci6n en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales si.l.icos, .los cuales pueden causar silicosis pul.m.onar y cancer si son inhalados. En. caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la l:beracibn del anZoniaco. La inhalaci6n del arnoniaco puede causar toser, irritaci6n o egetratzatl': quemaduras en I nariz, garganta y pulmones. Acudir inmediatamente al medico. El. riesgo en la salud depen.de en. la duraci6n y el nivel de la exposici6n. A, =.,t .• Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa 'Prirneros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del. manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si. se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco ti.ene contacto con sus ojos, .lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinad.o Houston, Texas 77024 06/10 Para mas .in.formaci.6n visita www.cemexusa.corn. 11/01/2011 08:24 7728716459 - Termite Inspection - Termite Pretreatment • Pest Control - Rodent Service • Fire Ant Lawn Service •I" A 0 1 d EMPORIUMCONTRUCTION--* PAGE 01 772-323-7921 Termite fart.1 i-MR-5000 & Pest TerEmail: Evictabug@gmail,com Control Inc. 266 SW Port St. Lucie Blvd. #323, icense nsure Lic. JB175775 Port St. Lucie, Florida 34 Notice of Preventative Treatment for Termites ��� (as required by Florida Building Code (FBC) 104,213 and Broward County Chapter FBC 105.2.2) PEST PREVENTION t l FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE (} f V tl TIME ` 1. t) J� ".� ; �- ('� C�C� DEVELOPMENT,NAME (PROJFCT) • CONTRACTOR'S NAME CQ)`I T PERSON ;. STRUCTURE ADDRESS (LOTIBLOCK) Ref , CITY, STATE, 21P C07 COUNTY CONTACT PHONE NUMBER NOTES' ❑ FLOATING ❑ MONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION • CUTOUTS Cl FOOTER ❑ FRONT ENTRY 0 EXTERIOR PERIMETER FOR RENEWAL 13 OTHER 0 TAMP & TREAT ❑ TREAT ONLY ,�65`NAL ❑ RETREAT ❑ BORA CARE TREATMENT PRODUCTS 043ASELINE ❑ PROBUILrD TC ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT 9) ` W CONCENTRATION .06`yo ❑ .12% ❑ .25% ❑ ,5% ❑ .23% ❑ OTHER GALLONS APPLIED SQUARE,E40Ti9G.E LINEAR FOOTAGE // f"S'� c•!I $QIJA.QOTAGE VERIFIED #-YES ❑ NO •11;L�L►1'Ld7;I!31ti[7:E�i� 1� MEASURED OR VERIFIED PER PLANS DETAILS LU; i.n r.0 ork FL As per 104.26 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Com lie ance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per Florida Building Code,) If this notice is for the final exterior treatment, initial and dale this line c r ': :` + d• SHALOM !1 ELECTRICAL PANEL 0 WATER HEATER moment Terms: Payment due at time of service. Date dr Date Bug T ite and Pest Gedi 1, Inc.) .1..•�A- y Owner or Agent) r . INSULATION INSTALLATION CERTIFICATE Name: ���� �. �_ s�ti i ✓c �/�Pv ��� l`? :,/� ��` Permit #: 1/49$-00 77 Address: / �5 2 11 Lot: Block: _57 Subdivision: -11- —2-1 z 4-e The undersigned hereby certifies that insulation as been installed at the above described property as follows: 1. Exterior CBS walls have been insulated with ........................... () Spray on cellulose which thickness, according to the manufacturer: Fi-Foil, () F'ISerglass blankets ` (Density N/A) will yield an R value of 4.1. (uminum Foil O Other Exterior Frame wall have been insulated with .......................:. () Spray on cellulose To a thickness of 6.25 inches, which thickness; -according to (,):Fiberglass blankets the, manufacturer, Certain Teed, (Density N/A) will yield an () Aluminum Foil "R" value of 19. () Other 3 • 2. Ceilings — Level - have been insulated with .............. ........... ( Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to () Fiberglass loose fill the manufacturer, Certain Teed, (Density N/A) will yield an () Aluminum Foil "R" value of 30. () Other Cellulose SAB Ceilings — Cathedral — have been insulated with ................... () Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to () Fiberglass loose fill the manufacturer, Certain Teed, Density (N/A) will yield an () Aluminum Foil "R" value of 30. () Other Cellulose SAB 3. Interior knee walls have been insulated with .......................... ':; O Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to () Polyurethane the manufacturer, Certain Teed, (Density N/A) will yield an ),9pray on cellulose "R" value of 30. (tT Other 4. Garage partition walls of conditioned iving areas have bee , ( ) Fiberglass blankets insulated with ................... 1�., ........4()Spray on cellulose to a thickness of 6.25 inches, which thickness)according to the ( ) Polyurethane manufacturer, Certain Teed, (Density N/A) will yield an ('). Other "R" value of 19. MULTI -FAMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows — Frame/Metal stud walls R-11 (Min); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code Rev.1/87, paragraph 903.2(b), on pages 9-17, latest edition. These "minimum levels of insulation" are not included the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the PCF (lb/ft3) average of three (3) "DRY SAMPLES" of actual installation. e57�lf '�?' 63 Print Name of Insulation Contractor Signamire of Insulation nt71 rho 8 9 7-I't l Certification Number _,-) �� Date of Certification is "JCJ , P ` 14 1� a ELITA D. LUZZI Notary Public - State of Florida N4 My Comm. Expires Feb 19, 2013 Commission # DD 863027 11111111 ... INSULATION INSTALLATION CERTIFICATE Permit #: %/0 _ off, Lot: Address: 5 E ` Eiock: U �L J Subdivision: The undersigned hereby certifies that Insulation as been installed at the above described property which thickness, according to the. manufacturer: Fi-Foil,as follows; (Density N/A) will field an () Spray on cellulose Y "R" value of 4. . () Pberglass blankets (' Aluminum Foil Exterior Frame wail have been insulated with •,.... ()Other To a thickness of 6.25 Inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will "R" value of 19. yield art Ceilings — Level - have been insulated with .... ;; ;' C.,- to a thickness of 10.0 Inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 30. Ceilings — Cathedral -- have been insulated with to a thickness of 1o.0 inches, which thickness, according to the manufacturer, Certain 'reed, Density (N/A) wiil yield an "R" value of 30, 3, Interior knee walls have been insulated with ...... to a thickness of ,1G.0 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 30, 4. Garage partition walls of candid ned Pi insulated with ' ` ng areas have bee p en to a thickness of 6.25 inches, which thickness 1,11according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 19, () Spray on cellulose () Fiberglass blankets () Aluminum Foil () Other (PI Fiberglass blankets () Fiberglass loose fill () Aluminum Foil () Other Cellulose SAB () Fiberglass blankets () Fiberglass loose fill () Aluminum Foil () Other Cellulose SAB () Fiberglass blankets () Polyurethane () ray on cellulose ( Other () Fiberglass blankets () Spray on cellulose () Polyurethane (} Other MULTI -FAMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) wails separating different tenants shall be insulated as follows 1 rarne/Metal stud walls R-11 (Min), requirements, See Energy Code Rev.1/87, paragraph 903 2(b)aon pages 9- 7 lat latest editncrete walls R-3 f nY These "minimum levels of insulation" are not included the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the PCF (fib/ft3) average of three (3) "DRY SAMPLES" of actual installation. '51,1f c) P/ Li /-.) n� 1..:.�.' r Print Name of insulation Contractor /f/ � mortification Number I � Date of Certification p�•-� ELITA D. LUZZI Notary Public - State of Florida My Comm. Eftplres Feb 14, 2013 Commission a DD 063027 A. M. ENGINEERING AND TES f iNG9 INC. 590 N.W. MERCANTILE PLACE PORT ST. Lum, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 REPORT OF FOUNDATION PAD COMPACTION Client: Emporium Homes Corp. 1249 SW Santiago Avenue Port St. Lucie, Florida 34953 Site: 441 SE Solaz Avenue Port St. Lucie, St. Lucie County, Florida Foundation Pad Report Date: August 26, 2011 Project No: 11-1220 Lab No: ---- Technician: R. Marchand Permit No.: / j O $ - Ov 7 7 Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations'in the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were performed in general compliance with ASTM D 6938. The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. Density Test No. Date Tested Location Elevation feet (feet) Dry Density (pcf) Percent Compaction P In Place Proctor 1 8/24/11 Southeast Corner 0-1 108.9 110.0 99.0 2 Center Area 0-1 108.4 110.0 98.5 3 INorthwest Comer 1 0-1 109.1 1 110.0 99.2 * Elevations are below bottom of slab. The depth of the fill was approximately 6 inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557). No soil borings were performed below the recently placed fill. Distribution: Client - 2 DWWah Submitted by: A. M. ENGINEERING=AND:TESTING, INC. nald �/oe.E. Florida Registration No. 60675 Merver-amelcompanylC.O.D. JobslEmporium Homes Corp441 SE Solaz Avenue, PSV I1-1220 - Pad w. FULdoc A. M. ENGINEERING AND TEaaNG, INC. 590 N.W. MERCANTILE PLACE PORT ST. LuCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAx: (772) 924-3580 REPORT OF FOUNDATION PAD COMPACTION Client: Emporium Homes Corp. Report Date: August 26, 2011 1249 SW Santiago Avenue Project No: 11-1220 Port St. Lucie, Florida 34953 Lab No: ---- Site: 441 SE Solaz Avenue Technician: Permit No.: R. Marchand l f D$- oo 7 7 Port St. Lucie, St. Lucie County, Florida Foundation Pad Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations'in the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were performed in general compliance with ASTM D 6938. The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. Density Test No. Date Tested Location Elevation (feet) Dry Density (pcf) Percent Compaction In Place Proctor 1 8/24/11 Southeast Corner 0-1 108.9 110.0 99.0 2 Center Area 0-1 108.4 110.0 98.5 3 Northwest Corner 0-1 109.1 110.0 99.2 * Elevations are below bottom of slab. The depth of the fill was approximately 6 inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the modified Proctor maximum dry density (ASTM D 1557). No soil borings were performed below the recently placed fill. Distribution: Client - 2 DWM/ah Submitted by: A. M. ENGINEERING_AND TESTING, INC. nald �/6e.E. Florida Registration No. 60675 IIServer-amelcompanylC.O.D. JobslEmporium Homes Corp1441 SE Solaz Avenue, PSLIII-1220 -Pad w. Fill.doc ::7Ec�t141»Y:L:c'217�;�•-'�..:2e'.u•�; tk`3i.�'�- - ;'�1^.C.Y-.i:�'�_ti::. 'acur-,r.-.T,,1:3'+:tTi'��3�,-CI��CC=cilY.�:ii�i`71i9a'�:.�" 2006•INTE�a:'TION Date::': SIDENTIAL:CODE . Valuaiion:: �.... - - nu':nnr : AN MA—i" atvrTr V i)WF.T ,T;T1Vf ...:.............. . ...._ .....-._ . -_,. _ ...._.. CORRECTION LIST Code DESCRIPTION Section �T%�ucT c/Q D I/C/li fQR�S SilC . ISC_ ...� z -7 -a 9 0 Al C AGa OtT<u, ®)96 dcI — v — /«fi CAD .57 �vL��` Caro/✓l � pyefi.l� o CCR7 �J i,L �/'il LL f�r2 l (/ el i/ i ✓� S/ lr/ C /� 7 kSU /t irv�rc�l� i n. RAd5uL Z �'/G�lz'� �Lf/ A/ 91 p fv P� Fl ti.l O (�f1 7 r��d�r^ fa .t Alif 7 "� 16A - /✓rirr��r�-- T n it& ,Z yr.r-7 k (L < 01107 CORRECTION LIST... . _. r Code DESCRIPTION Section r, S, m a x 6 0A 7 , cz'c Lfi�7 f.rc. A C PLC (,,OL-7 J W'7 L 7 �� A ieh u —r3�za C.U'� �a'7e1 g I; v rye i,ai f r 4A 0 1 r9 '00 N '7 !�! 7 �� �� a N� j'( l� lJ i�<�4/�=� aai i t�6. R��"4 i � /C ►�'Ir � � R/I 1179 No InI Sex.4.4 0• S'�u U !i� L �P.1 D ins ,D �'ac ®il. .cvA�c C, Bc icr. f`s�is,6s Pt-69yd FLf�/,+ S O'�.6�1a Sr!'►� it .O�vvi� ' cvao K ct- C R to 'it it( orl I,vJuc �7i�z/ 0��lr;JA E iz d f,,, ��.�/�s , ®a `f rF�c Smaw, wR7 �,LFiC-7 1 C Nf L f3✓ X fs� A, I? , lOa ja Q v 0 afd C L lfG I *1-1 L ISAV/L-fit�C���fCFIC /(I�cdv/ end! 1-d C v N/ v� 6 a G F S�40A �!►?If'A I4 l� / SP / SO4�VOL 17 dt 7' � "9 L"A gr As -2- NOTE: •Entries to this Plan Review Record that recuire a field check or inspection of the installation must be coordinal-a.wr!h the inspection phase (R109) of the project. BUILDING PLANNING (Chapter LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301'.5) psf Roof live load (Table R301.6) 3 0 psf Ground snow load n. /4 psf Basic wind speed ! `/y mph Wind exposure category (R301.2.1.4) High wind design criteria applicable .(R301.2.1.1) Seismic design category (SDC) AIM R301.2(2)J SDC C&D provisions (R301.2.2) f -' !-4 onnne of nNNINr; RF011IREMENTS (R303 Use Area ft2 Width Living 120 7'-0" Dining 70 7'-0" Kitchen N.A. N.A. Bedroom 70 7'-0" Bathroom N.A. N.A Weathering Frost line del Termite area Decay area Winter design temperature Ice barrier underlayment required /✓/A Flood hazards tN AR EXTERIOR WALL LOCATION (R302) than 5 feet from lot line (R302.1, Table rior walls located less R302.1) gg fections (R30openings/penetrations 1,nTablepR302 1) ns and pro- ;eilin ceilin li ht Natural WI MIarrur r 7,-0". 5%4" 8% floor area 4% floor area 7'41' 5'-0" 8% floor area 4% floor area 7�-0lf 5'-0" 8% floor area 4% floor area 7'-0" 5'_01' 8% floor area 4% floor area 7,_0" 5,_0"t 3 square feet 11/Z square feet . ` See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-A" mi ver plumbing fixtures. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory • Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) N 1a Private disposal (Appendix 1) GLAZING. (R308) l mJ P Identification (R308.1) Louvered windows or jalousies (R308.2) f f"S f Human impact loads/hazardous*locations (R308.3/R308.4) 6✓ rR Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 1318" solid_ wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Floor surface noncombustible; sloped floor /61_� (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS (R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 2011 net clear width; maximum sill height = 44" (R310.1- R310.1.4) Window wells (R310.2) �!P Exit balconies (R311.2.1) Exit access or hallway >_ 3' (R311.3) (� One exit from each dwelling unit (R311.4.1) 1.7 Exit door >_ (310" x 6'8") (R311.4.2) �74Landings for doors (R311.4.3) Stairways; minimum width = 3'0'; maximum stair rise = 73/4"; minimum tread =10" with 3/4"-1114, nosing; minimum headroom = 6'8" (R311.5) A-IM Landings for stairways; minimum dimension 36" (R311.5.4) ful /A Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) /V A Ramp landing, minimum 3' x 3' (R311.6.2) Garage -dwelling separation; l/2" gypsum X re- A Ramp handrails; one required if slope > 1:12 board on garage side, except 'Is" Type(R311.6.3) quired below habitable rooms (R309.2) -3- 1L.Limu rL_,►nrivlrvL.7 tconro.l EGRESS (cont'd.) DWELLING UNIT SE[ JION (R317) Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type( or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor I urfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ARMS (R313) 7W- L t' n and interconnection (R313 2) Two-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317 Z4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) Al 0' Required (R318.1) / oca to r✓ Power source (R313.3) DE ND TERMITE AREAS (R319 and R320) L Protection required (Table R301.2(1), R319.1, FGAM PLASTIC(R314) ._R-320J) 1 w3-' Labeling (R314.2) (A Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLA CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULAT 316) F e spread (R316.1) -'� Smoke -developed index (R316.1) r Attic (R316.4) MATERIALS (R402) Noll' Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) j � Premises identification (R321.1) AC�CESILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS(R323) P✓ r-4 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Aq-.F-Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) %ilf-4 Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTINGS (R403) �/ Soil bearing value (R401.4, R403.1) Footing width (see page 5) f/ Footing edge thickness = 6" minimum; footing projection = 2" minimum, but < footing thick- ness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) -4- /yrA Sill plate bolting in concrete/masonry ='/i' di- ameter bolts or as required for unbalanced rill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) if &V Footings adjacent to slopes (R403.1.7) . fv l,A Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls (R404. f .1, R404.1.2) SDC D provisions (R404.1.4) _ Maximum wall height [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] r `. FOUNDATIONS (cont'd.) �J TARI F r7AAA 4 '� For SI: 1 inch = 25.4 mm, 1 pound per square tool = u.u4I V Kra A. Where mininwrn fnoling width is 12 inches a single wylhe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2 R404.1.1(5)] Structural requirements (R407.3) Minimum nominal.wall thickness [Tables — Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1) - �— R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] - Height above finished grade (R404.1.6) Sill plate size (R404.3) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) Steel columns (minimum 3" diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R406) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) If uninhabitable, see under-fibor space (R408) FLOORS (Chapter v) WOOD JOISTS .AND GIRDERS (R502) — Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (31) Species and grade (14502.1) (R502.6, R502.6.1) Joists --- Sleepin areas, LL = 30 psf _ Lateral restraint and bridging (R502.7, [Table R502.3.1(V R502.7.1) Joists — Nonsleepping areas, LL = 40 psf Drilling and notching (R502.8) [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.30) and Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)] — Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R"dv;i.1) STEEL FLOOR FRAMING (R505) Allowable span (Table R503.1) F "i End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) ..Thickness (R503.2.1) N—ZE Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (11504) Base course: 4" thick with maximum 114" N4: gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Cold -formed steel; applicability limits; in -line framing (13505.1) Structural. framing (R505.2) Material (R505.2.-1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) Thickness: 31/2' minimum; Concrete strength ,,195-06.1) fill — 8"; maximum sand or gravel fill = 24" 506.2.1) Base course: 4" graded with 2" maximum 'regale (R506.2.2) fy/vapor retarder (R506.2.3) WALL. CONSTRUCTION (Chapter 6) GENERAAL (R601) �V Design (R601.2) y Component and cladding wind loads [Table �R301.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD C NSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] / Stud grade (R602.2) Exterior walls (R602.3) I Stud spacing (R602.3.1) A/ Interior load -bearing walls (R602.4) r/ interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) 1 S 1 Drilling and notching — studs (R602.6) 12/+�1 � Drilling and notching —top plate (R602.6.1) A/S f Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.4 -6- 1tv Fireblocking (R602.8) GVl,4 Cripple walls (R602.9) �j Wall bracing method (R602.10.1 and �R602.10.3) C , Wall bracing amount and location (Table —::��602.10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) WALL CONSTRUCTION (cont'd.) J • SHEATHING (R604 and R605) \ INSULATING CONCWL -_ ,�:ORM WALL CONSTRUCTION (R611) Wood structural panels (R604) General design (R611.1 and R611.2) Particleboard (R605) Type of ICF wall design (R611.3 - R611.5) A�� MASONR CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION 1�L 1A DC C and D (R606.12) (R612 �/ Unit masonry (R607) Design basis (R612.1) /r✓ � Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R609) f A 5 General; window sills; performance; testing v Glass unit masonry (R610) and labeling (R613.1- R613.4) ' WALL COVERING (Chapter 7) INTERIOI WALL COVERING (R702) �(//A Wood shakes and shingles (R703.5) (� laster material (R702.2) Plaster support (R702.2.1) . Gypsum board material (R702.3.1) A//�t Gypsum board support, application and fas- �te ng .(R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6J Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 718' corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind;, 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) EXTERIOR WALL COVERING (R703) �� Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) G✓ f 19 Exterior insulation finish systems (R703.9) Wood siding (R703.3) �9: Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERA R801) _t�esign (R801.2 and R801.3) O`Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1* 11 Framing details (R602.' j. Rafter tie (4' o.c.) (R802.3.1) _ Collar ties (4' o.c., in upper third of attic) (R802.3.1) %V f-19- Lateral support and bridging ,(R802.8) fwf/ raming of openings (R802.9) od trusses (R802. L.A... _�5. Rooftie-down (R802.' 2. 9 CEILING JOISTS [Tables R802.40), R802.4(2)] Without attic storage, LL =10psf With attic storage LL = 20psf Spacing _ Species Grade Purlins (2" x 4" at 4' o.c. minimum) . Span (Figure Oi." .3.1 Size t43/ Bearing (R802..li: �S'� Cutting and notching (R802 Engineered wood products (R802A, b .� -7- - �"7%017-CEILING CONSTRUCTION (cont`,- RAFTERS [Tables R802.5.1(1)- R802.5.1(8)) STEEL ROOF FRAMING (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size HrlHR; Adjustment factor r5P Grade Thickness General (R804.1) Structural framing (R804.2) Material (R804.2.1) Ai/iL Identification (R804.2.2) �i Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOzVentilation 1LATION (R806) requirements (R606.1, R906.Z AT AC S (R807) Access requirements (807.1) I� RTW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)) 803INSULATION CLEARANCE (R808) R806 3 R8081) f A,f f installation (R803.2.3) Insulation requirements( - ROOF ASSEMBLIES (Chapter 9) ROOF CLASSIFICATION (R902) �oof covering materials (R902.1) WEATHER PROTECTION (R903) fdt� Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIAL 904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904, 4) :Tt FOR ROOF COVERINGS (R905) shingles (R905.2) Clay and concrete the (R905.3) A_7 4# Metal roof shingles,(R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) -8- Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) AModified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) 1 M General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) ------- _ .- .Cf' 0. IEYS AND FIREPLACES (Chapter 1C' MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcinglanchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstallation (R1003.11 and R 1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Fireplace clearance (R1001.11) _ Chimney crickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1.003.5) Changes in dimension (R1003.6) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) Additional load (R1003.8) EXTERIOR AIR SUPPLY (111006) _ Termination (R1003.9) All/�_ Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment 1101.2, N1101.3) i% Climate zone (Table N1101.2) C/ i ding envelope (N1102) Mechanical systems (N1103) 'See energy conservation plan review record MECHANICAL (Chapters 12.23) 5/ Appliance labeling (M1302, M1303) IlLlf Appliance access (M1305, M1401) 111VU ' p iance installation (M1307) eating and cooling equipment; heating and cooling load calculations (Chapter 14) xhaust systems (Chapter 15) .0 Duct systems (Chapter 16) A/%'9 Combustion air (Chapter 17) /yl f Chimney and vent location and terminations (Chapter 10 and Chapter 18) —/ pecial fuel -burning equipment (Chapter 19) 20) C/ Boilers/water heaters (Chapter Hydronic piping (Chapter 21) /�/ � Special piping and storage systems (Chapter 22) fl Solar systems (Chapter 23) /t'— Penetrations of fire -resistance rated assem- Jfe blies (R317.3) 0 FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) Pipe sizing (G2413) Piping materials (G2414) Appliance location (G2406) P' g installation (G2415 and G2419) oinstallatio requirements (G2407) support (G2418 and G2424) n (G2408) . aloes, controls, connections (G2420, G2421 and G2422) Clearances (G2409) G2425 - G2428 Venting ( ) Electrical and electrical bonding (G2410, Misc appliances (G2423, G2429 - G2453) G2411) y/6 Water service location and depth (P2603, a plyano-alslnuuuun-zy-atuir�-v--U. - — calm ilatinns (Chapter 29) & S1'00" Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) 5 Listed plastic materials (P2606) Drain, waste and vent pipe sizing and riser di- / agram (P3004, P3005, Chapter 31) �/✓ r�.. Sumps and ejectors (P3007) )'✓ % Backwater valves (P3008) I Fixture traps (P3201) (P 5 '�Pbingfixtures (Chapter 27) � Penetrations of fire -resistance rated assem- Water heater size and Location (Chapter 28) blies (R317.3) ELECTRICAL, (Chapters 33-42) / Feeder requirements and load calculations Penetrations of fire -resistance rated assem- (E3604) :Dlies ( Z. /^J/'' ed and labeled materials (E3303) Service equipment and location (E3501, 3506) (.,/—:Service size and load calculations (E3502) C/ ailable fault current (E3506) Wiring methods (Chapter37) Required lighting and receptacle outlets (E3801, E3603) b" Devices and lighting fixtures (Chapter 39) I W S/ Appliance installation (Chapter 40) ysfem grounding (E3507). t'_ /r. R Swimming pools (Chapter Required branch circuits (E36o3) � Class remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /j adopte�t102.5) �j—► Com �ON CONTROL ME AS ES WP Corr adopted (R102.5) -10- Appx E verified F) with Appendix F verified SWIMMING P.00LS, SPAS.AND NOT TUBS. (Ap^o"d1x G) Provisions adopted (R 102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) _ Provisions adopted (R102. PR ATE SEWAGE I: Provisions adopted NG BUILIDINW AN _ Compliance with Appendix H verified (Appendix 1) ;e with Appendix I verified pendix J) SOUND TRAN MISSION (Appendix K) Provisions opted (R102.5) Compliance with Appendix K verified NOTES -11- NOTES (contd.) -12- Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 08/23/2011 24887 EMPORIUM HOMES CORP JULIO C FORERO ' 1249 SAN DIEGO AVE PORT ST LUCIE, FL 34953 Permit Number: 1108-0077 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 441 SOLAZ - PORT ST LUCIE 34952 APPLICATION INFORMATION Permit Number. 1108-0077 Activity Type: New Permit Type: Building Residential (SFR) REVIEWS AND COMMENTS OWNERS INFORMATION AVE STEVE PIVA 441 SE SOLAZAVE PORT ST LUCIE, FL 34983 Application Type: Master Permit w/subs OtherActivity. Stories 1 Review Type Status Reviewed By Date Started Date Complete Data Released Addressing Assignment Complete 08/17/2011 Lydia Galbraith Documents Missing Pending 08/18/2011 3 Comment ROOF SUBCONTRACTOR ON HOLD, PLEASE CHECK AGAIN BEFORE CALLING FOR PICKUP. Front Counter Review Complete Audrey Humphrey 09/05/2011 08/05/2011 Plans Examiner Review Pending Dave Johnson 08/23/2011 08/23/2011 1 Comment STRUCTURAL DESIGN FORMS SUBMITTED REFERENCE ASCE 7-98 ON TABLE OF CONTENTS PAGE AND 7-02 ON THE OTHER PAGES. ASCE 7-05 SHOULD BE USED. St _ Review Comments for Planning & Development Services Contractor Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Page 2 . Phone: (772) 462-1553. Fax: (772) 462-1578 naiggiqn11 9 Cnmment INDICATE DESIGN PRESURES. MODEL NUMBERS AND METHOD OF ATTACHMENT ON PRODU APPROVAL AFFIDAVIT 08/23/2011 3 Comment TRUSS PLAN MUST BE REVIEWED AND SIGNED BY FOR 08/23/2011 4 Comment NOTE ON PLANS DRYER VENT AND BATHROOM VENT TERMINATIONS ON PLANS 08/23/2011 5 Comment SHOW RETURN AIR TRANSFER GRILLS FOR BEDROOMS ON AC PLAN. NOTE. GRILL SIZE AND DUCT SIZE 08/23/2011 6 Comment SHOW SMOKE DETECTORS ON ELECTRIC PLAN 08/23/2011 7 Comment ALL 120 VOLT OUTLETS OTHER THAN GFCI MUST BE ARC FAULT PROTECTED 08/2372011 8 Comment PLUMBING RISER DIAGRAM DOES NOTE MATCH PLANS 08/23/2011 9 Comment NOTE ON PLANS WEATERING & TERMITE AREA PER TABLE 301.2(1) 08/23/2011 10 Comment NOTE ON PLANS FLAME.SPREADAMD SMOKE DEVEOPED INDEX FOR WALUCEILING FINISH 08/23/2011 11 Comment NOTE ON PLANS FLAME SPREAD, SMOKE DEVELOPED INDEX AND. CRITICAL RADIANT -FLUX FOR . INSULATION 08/23/2011 12 Comment NOTE ON PLANS GYPSUM BOARD MATERIAL CONFORMS TO 702.3 FBC R 08/23/2011 13 Comment NOTE ON PLANS CERAMIC TILE CONFORMS TO 702.4 F.BC R 08/23/2011 14 Comment SHOW WATER HEATER ON PLANS 08/23/2011 15 Comment. PANEL BOX DOES NOTHAVE CLEAR WORKING SPACE.IN FRONT OF IT 08/23/2011.16 Comment ASERVICE RECEPTICLE IS, REQUIRED OUTSIDE FORAC 08/23/2011 17 Comment ONE SET OF SOLOR WATER HEATER SPEC'S WERE SUBMITTED. IF SOLOR IS TO BE USED A SEPERATE PERMIT MUST BE APPLIED FORAND THE ENERGY CALC'S MUST BE CORECTED TO SHOW SOLOR WATER HEATER To Be Reviewed. by Zoning Complete 08/17/2011 To Be Review by Plans Exan Complete Zoning Review Complete Lydia Galbraith 08/23/2011 08/17/2011 08/18/2011 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 08/30/2011 24887 EMPORIUM HOMES CORP JULIO C FORERO - 1249 SAN DIEGO AVE PORT ST LUCIE, FL 34953 Permit Number: 1108-0077 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the, referenced building permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 441 SOL4Z PORT ST LUCIE 34952 APPLICATION INFORMATION Permit Number. 1108-0077 Activity Type: New Permit Type: Building Residential (SFR) REVIEWS AND COMMENTS OWNERS INFORMATION AVE STEVE PIVA 441 SE SOLAZAVE PORT ST LUCIE, FL 34983 Application Type: Master Permit w/subs Other Activity: Stories 1 Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete 08/17/2011 Lydia Galbraith Documents Missing Pending 08/18/2011 3 Comment ROOF SUBCONTRACTOR ON.HOLD, PLEASE CHECK AGAIN BEFORE CALLING FOR PICKUP. 08/30/2011 4 Comment SEPERATE PERMIT IS REQUIRED FOR SOLO WATER HEATER Front Counter Review Complete Audrey Humphrey 08/05/2011 08/05/2011 Plans Examiner Review Pending Dave Johnson 08/23/2011 ��r%triiP �4� Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Review Comments for Contractor Page 2 08/23/2011 4 Comment NOTE ON PLANS DRYER VENT AND BATHROOM VENT TERMINATIONS ON PLANS PVC PIPE CANNOT BE USED FOR DRYER & BATHROOM EXHAUST VENT PIPING 08/23/2011 16 Comment ASERVICE RECEPTICLE IS REQUIRED OUTSIDE FOR AC REVISE PLANS INDICATE A220 VOLT RECEPTICLE. CODE .REQUIRESA 125 VOLT RECEPTICLE To Be Reviewed.by Zoning Complete 08/17/2011 To Be Review by Plans Exan Complete 08/2312011 Zoning Review Complete Lydia Galbraith 08/17/2011 08/18/2011 APPLIC Permit##: 20110721 NOTICE OF VEGETATION REMOVAL. PERMIT EXEMPTION IS EXEMPTION POSTED ON -SITE AT ALL TIMES DUR NG: Fee: $55.00 Date Issued: 811/11 Property Owner: Steve Piva Date Expires: Upon completion of work, or 8/1/1.2, whichever occurs first. Contractor: Emporium Homes Corp. (561-929-6887) Parcel ID#: 3419-545-0037-000-7 Project Location: 441 SE Solaz Ave. Property Size: 0.19 acres Project Description: Demolition of existing .home (Building Permit #1107-0229) and replacement with new residence. Field Notes:., .... 1. HABITAT a :Uplands. ,Residential with non native vegetation (crepe myrtle, fruit trees,` and carrotiivood: tree). b.: -Wetlands:::None observed;,`' 2. WILDLIFE:--None:observed 3. SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC. FINDINGS.: None identified. Exemption 420110721 Provides authorization for removal of grass%sod only. No native vegetation is permitted to be removed at this time. Though .not:reguired. staff recommends the applicant remove the Category I invasive exotic species, carrotwood (see attached), which is located in the backyard on the south side of the shed. Post Clearing Requirements: 1) Mitigation: No mitigation is required (Land Development Code Section 6.00.05.D). 2) Landscaping: The landscape requirements of one native tree per 2,500 square feet of property, up to a maximum of 17 trees, must be met. As this property is 0.19 acres, 3 trees (measuring 2.5" diameter at breast height (DBH) & 12' HT), or a total of 7.5" DBH of trees is required to be planted on -site prior to issuance of a Certificate of Occupancy. PLEASE BE ADVISED THAT ANY NATIVE VEGETATION DESTROYED OR DAMAGED OUTSIDE OF THE LIMITS OF CLEARING DUE TO CONSTRUCTION ACTIVITIES OR FILL PLACEMENT SHALL BE MITIGATED AT A RATIO OF 4:1 (4 INCHES OF REPLANTING FOR EACH INCH DESTROYED OR DAMAGED). PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE f ,ROPERTY.. s wn La — '- , T. L • PLEASE CONTACT A PROFESSIONAL SURVEYOR TO. DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE PROPERTY OWNER AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND/OR FEDERAL PERMITS. ati4s aar�Lards Dirysio�r /�a�ra� Planning & Development Services Building & Code Regulation. Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 441 SOLAZ AVE City / State / Zip: PORT ST LUCIE Parcel # : 3419-545-0037-000/7 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1108-0077 Activity Type: New Permit Type: Building Residential (SFR) Review Comments FL 34952 Jurisdiction: St. Lucie County Lot # : 19 Block: 57 CONTRACTOR INFORMATION Contractor Name: JULIO C FORERO Business Name: EMPORIUM HOMES CORP BusinessAddr: A249 SAN DIEGO AVE City / State / Zir PORT ST LUCIE, FL 3495: REVIEWS AND COMMENTS Review Type Status Addressing Assignment Complete Documents Missing Pending Page 1 Owner(s): Steve Piva Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Reviewed By Lydia Galbraith iA Date Started Date Complete Date Released 08/17/2011 08/17/2011 1 Comment ONE OF THE SETS OF ENERGY CALCS WASN'T SIGNED BY THE OWNER/AGENT. CALCS MAYBE SIGNEDAT TIME OF PICK UP. 08/17/2011 2 Comment YOU ARE REQUIRED TO HAVE A VEGETATION REMOVAL OR EXEMPTION PERMITAT TIME OF PICK UP. IF YOU HAVEN'TAPPLIED FOR IT YET, PLEASE BRING IN AN APPLICATION AS SOON AS POSSIBLE. Front Counter Review .. Complete Audrey Humphrey 08/05/2011 08/05/2011 To Be Reviewed by Zoning Complete 08/17/2011 Zoning Review Incomplete Lydia Galbraith 08/17/2011 08/17/2011 1 Comment PLUMBING SUB CONTRACTOR IS ON HOLD, W/C IS EXPIRED ROOF SUBCONTRACTOR IS ON HOLD, LIABILITY IS EXPIRED.. PLEASE CONTACT OUR CONTRACTOR LICENSING DER TO UPDATE THE FILES. Planning & Development Services Building &Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 08/17/2011 2 Comment, THE PROPERTY IS Review Comments Page 2 I TO HAVE TWO PAVED PARKING SPACES FROM 10'X18' (SEE ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7.06.02 TABLE 7.20) THE PARKING SPACES MAY BE ON THE DRIVEWAY. PLEASE PROVIDE A CORRECTED SURVEY SHOWING THE REQUIRED PARKING SPACES. 08/17/2011 3 Comment PLEASE BE AWARE THAT IF THE DRIVEWAY AND/OR SIDEWALK IS DAMAGED DURING CONSTRUCTION YOU ARE REQUIRED TO APPLY FORA DRIVEWAY PERMIT WITH OUR ROAD& BRIDGE DEPARTMENT. 08/17/2011 4 Comment PLEASE BE AWARE THATABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS .EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. Lydia Galbraith From: James D. Beams, Sr. Sent: Wednesday, August 17, 2011 11:54 AM To:. Lydia Galbraith Subject: RE: 441 SE Solaz Ave Port St Lucie Good morning Mrs. Galbraith, This street is curb & gutter. The drainage is below the road. The.problem is when the house is removed, the heavy trucks break up the existing sidewalk and driveway. If they break the sidewalk or driveway this will need to be replaced and a (Driveway Permit) will be required. If they have no damage they can use the existing driveway without a permit. Permit fees for repairing existing drives are $25.00 From: Lydia Galbraith Sent: Wednesday, August 17,.2011 11:07 AM To: James D. Beams, Sr. Subject: 441 SE Solaz Ave Port St Lucie Hi Jimmy, The, house at above property will be demolished and a new house will be build. Do they need a driveway permit? If so will this be an upgrade, or a new ($ 150.00)? Thanks, L-IOdLa g.CaLbraLth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: gall5rdthl(astlucieco.om Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. r � ' 1 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY E will be using the following sub -contractors for the (Company/Individual Name) project located at �f/ 5 D /2 '6 Lie e,�' �'� s�C'1-4 L35�� (Street atHdress or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. i Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical ✓ f Y� 94 C � I` e'i; 2• Ce oncxf>3 8S Plumbing 1912ir��2G`�ilC . Zr��, /y27�`�✓� HVAC/ G Mechanical Roofing 2 !4 �z®� S �G��S t� t��l /lam �(G(G 13 2 Gas OFFICE USE ONLY: PERMIT Q ISSUE DATE: NUMBER: �, �8 r. o o-n PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUBCONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Z. —Ango State offlorida Certification Number (If applicable): eP—/ &,-Ehave agreed to be the (Company Name nrviaual Name) �Len GtA j e sub -contractor for ��t%�o/mod �� (Type of Trade) `l'445113;y COtSv$CtDo for the project located at ,11�%J .6 4!5 S 0 /a Pay S .1 Ls (Prosect Street Address s Psoptr fax #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, t witt immediaWY advise the Building and Zoning Department of St. Lucie County by personally fling a Change of Contractor•.notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL. SIGNATURES ARE RE, QUIRED Or % SzcN PKIN Y NADfE DATE B siness Name: Address: �(:f iV � '' �-� �- .mil/ ✓o'i�, � / �l � CityfState)Zip: Phone: email; PLANNING & DEVELOPMENT OPMENT SERVICES Building & Code Compliance Division BUILIDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: !A State of Florida Certification Number (if applicable): C U a /IV " p T 0/�(/jyI 111/G have agreed to be the Company Name/Individual Name) p p tJ '.77 �� sub -contractor for (Type of Tr(de) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) " BUSINESS QUALIFIER (Name of the individual shown an the Contractor's License) ORIGINAL SIGNATURES ARE RRQU1PX,D SIGNATURE AUNTNAME D TE r Business Name: Address: City/State/Zip: Phone: 1rTQU nIVI.V- email: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): J 11,W A N 1 r-i 1%- have agreed to be the (Company Name/Individual Name) A /Ly sub -contractor for Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ®RIGIN SIGIVAT ARE REQUIRED �, �0�Il�r�k 0Z-03-11 SIGNAT, SS PRINT NAMEDATE Business Name: 1`'L` 0 6r ` (Aqw— Address: �ZS �w �.�StiS Cc� s ST City/State/zip: PO R Srt"''� TL 3'%, a 3 3 Phone: ��Z' �BS^�l�$ email: nFFICF IT..qF ONLV: v PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT = - BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT F, •; .._, SUB -CONTRACTOR AGREEMENT St. Lucie County t Contractor Certification Number: O State of Florida Certification Number gfapplicable): G� � J 27 Zy �a . icy have a reed to be the / I �c�3- g (Com any Name/Individual Name) p IV v c� �� , sub -contractor for ��71y /-rl ] b � E`3. (Typ of T e) (Primary Contractor) 7 I for the project located at / 7 �� 4y (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: 3,57 /A �'J '1 City/State/Zip: `•�► s' �- .3 ``� / Phone � �y I — %� email: A? Gr,2.2 S !11 FTf F ITCF nNT,V! PERMIT# ISSUE DATE Planning & Development Services Department BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FT PIERCE, FL 34982 (772)-462-1553 JUKE 25, 2009 NOTICE TO ALL BUILDING PERMIT APPLICANTS EFFECTIVE IMMEDIATELY we will require all residential and commercial building permit applications (including additions, expansions, and interior remodeling) that propose to use central water and/or sewer to submit the following with their building permit applications A copy of the paid utility service receipt for water and/or sewer. EFFECTIVE IMMEDIATELY we will require all residential and commercial building permit applications for new construction to submit the following with their building permit application: A copy of the paid utility service receipt for electric or a letter from the electrical provider that electric will be available for the location. NO EXCEPTIONS. SLCPDS Revised 06/09/2010 l �QORT at CITY of PORT ST LUCIE �+ UTILITY SYSTEMS DEPT. P.O. DRAWER 8987 PORT ST. LUCIE, FL 34985-8987 ORID� Please make check payable to: City of Port St. Lucie PLEASE DO NOT STAPLE OR PAPER CLIP YOUR PAYMENT TO THE RETURN STUB. �11'�Il�ll��lllllll�lll'�Illllillllfllllllill�llll'111I10111'I STEVE PIVA 441 SE SOLAZ AVE PORT ST LUCIE FL 34983-8411 0000946825 0000946825 5111 946825 07/06/2011 Past due date applies to current charges only. Any previous balance is due immediately to avoid 51 . 11 interruption of service. DUE UPON RECEIPT ADD'L WATER/SEWER PAYMENT ADD'L LOAN PAYMENT TOTAL PAYMENT ENCLOSED 12355 30 PLEASE RETURN THIS PORTION WITH PAYMENT CITY of POINT ST. LUCIE PREVIOUS BALANCE PAYMENTS U 70.45 L .00 Account #: 946825 PIN: 7765 BALANCE FORWARD U 75.00 L .00 441 SOLAZ AVE SE U 4.55CR L .00 04/22/11 05/19/111 27 04/22/11 05/19/11 27 WA 85 SURCHARGE USAGE BALANCE FORWARD TOTAL DUE Codes: U = Usage L = Loan E 1 ti 3 34.53 17.98 3.15 4.55CR 51.11 NOTE: Usage is calculated in thousands. THE SYMBOL 11Ell NEXT TO THE USAGE ON YOUR BILL INDICATES AN ESTIMATED BILL. The U.S.Postal Service is requiring the City of PSL to use the National changge of address program for all large mailings. Therefore, effective immediately all change of address notifications must also be submitted to the post office to insure proper mail delivery. OFFICE HOURS: MONDAY-FRIDAY 8:AM - 5:PM - CLOSED ON HOLIDAYS. EFFECTIVE 10/1/08 All fees and charges must be paid in advance before utility service is connected or reconnected per city ordinance 07-145. The City of Port St Lucie has launched an internet Bicycles Pedestrian and Transit Use Survey to gather information on walking, bicycling,and transit ridership as part of the update to the Comprehensive Plan. To participate in the survey, go to www.ci,tyofpsl.com and follow the link. J /- y ' . ..... fir • - � ��'�' ..%vim$...' 'ems `. z�''�.,••�..'. .. �� . �h \�.+u J G. c��.i•PG it .. '{ �yj Pt se-r ue t thanget on the back,. -� 8 2,3, s7,B 4420.4-. 130949 STEVE PI". . 441 U. SOLAZ. AVE .. . > PORT • SA d:1Tt7' Litt ( E FL.-.34983-547 i Ttie amcilint'6ndbied iri tsd s the.fot#®i ra t�rPas1 :. FPL. care l`6 '81,46r... ..'... ...... g' . *i-®ri o. . ..� .. [viaife ctPr tPaVa [ td t=Pt,c...S.. and*rttail.MV-w tiPis j CwpsSri;;t ; For: MNj.r 2T.:2MI:to- :.tin' 7J 2011 (39 t aYs) .116,71 Jim .. Seruiee address' 441 s9 '.a�Ji tey:'AV- " . `..... �tevt P" ett;r,re*. difig:.:: du#' .11. F-- AMOUM of yv#!r Balance ftsirislirsttat Wore � JIew last bill Payments activity 'n 0aWW" r i . 79.7i? 80.00 CR 47 60 {{ .0. CR 110, �i�tei' tct3#� - i�5tns 3LC . Current reatiiP atJli43 . t PciP iris P9 ygPlti -q wj) •. 7s.7b Previous readini�.... � ���_�� ni mer'A. racy&ved.- TNnk'Yau kl", u'ted 1076..aix itc t�sr 3 tPea ei P t gsS � i?.3 : :' -charges kI-st This Now Mae: R8 1 'R2 stb&IdiiR:t-4fMfdEj' --.•- '{ear - . Year ear ... . t:i8ati`du"�3`ir'PGe��inautit '. .... �.9fi�i.'f9**..- k',rI7 this mantt: €fM . .10?6 StCP£'m charge Service drys 33 arras.,, ret-eipts'tax :2:ka' ' kWh a Y day :s7 33. _ 'E'ratte 3 'r3➢&EtCs� 5:�3 S (t3T:c,i r-GfY27-f]i�S incl deft iti "'follaioainq.atuves . Customer chbrge: 15. Tbtaf tM660,0a owe Fuel. 141, ��.,....-�...:---,Kr,:-------:.--.-.�_ .. Qf T.'sAle 1{s'f4i 3�` nd jCP�E".ci�_ffiUi#��i4? i}� Eaii� _`eCt'r�i�;cZd):tt3if d..C3�j3LiS b ...` 1 iBCi^fuel: ' Cam# oF{Psf t 7o ititi r .�dsi a. billing-, ' (over Iato fszvh at $0.069140P 'tot, number 4P1:didy6 tCluded tfi �C�'LPY' �iii•Lr�YP ldsid'}r'Bei:P713i`tP'td: Pa3c3Pttii.u"C1:{3ti'456"i'i't' u you use iTiB - arne i#nif unt of ener j per day, your billmaybe t7ii}�i� t. Last may , Moofh +attar.' WA WWI ba;Lp i am 2A <Wi-,t ft iz+sut'tti.w—'Y tat ts. . ��• N - hays.Visit susr�r.�FL'�srrP_ ';.- -When VVeather is the main cause of W or 0111s, 3t is bat oUtside' air. 't � �+` i. cesndi4ionerS. rtPei°r Pare tif�vn v bi21.9 caii be htoer. Tcx €c s bifis. siaWn, sei .your _ thermostat at. 78 tea 30'degro" t heh at Marie and. wglW.vtit0*QAS± :4Jl44 t 4. FpJLRfS�f.FPLc0M,� # for iY14Pif3 ti3ftllii[ri�PG1iS, i Pi4'asa tlt�va TP aueuPaP�i'PYLPPi`@r tE�dy'tltecP c +PPtsc€iai.'Fii;' r� R x CE15iCPfl2 '�CViG� 7` -955 - - Outside r-106 to _ PO Brix 02576 � f -r To rel.pGv�er tPiat s i-3:it# 4OtfTA�E��Bs 82 } 1 BedCitl P.S *GYre PrxP nitz�d.', i i Y fR,6wy sorvice) i ... + .. rrarrarP tkYS?ibt, i1a Ctt9Pi1: JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3610296 OR BO(` "',308 PAGE 2486, Recorded 07/18/2011 -10:40 AM AFTER RFCORDING-RETURN TO, PERMIT NUMBER: I I NOTICE OF COMMENCEMENT J The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FQLIO NUMBER: 2. GENERAL DESCRIPTION OF IMPROVEMENT: Demolition/Re—build 3. OWNER INFORMATION: a.NameSteve and Crystal Piva b.Address 441 SE Solaz Ave. Port St. Lucie, FL 34983 c.interest inpropertyownerS d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Emporium Homes 1249 SW Santiago Ave. Port St. Lucie FL 34953 561-929-6887 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes:St. Lucie County BOCC Attn: Brittany Smith NAME, ADDRESS AND PHONE NUMBER: 437 N. 7th Street Fort Pierce, FL 34950 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 20_ Signature of Owner or Print Name and Provide Signatory's Title/OMce Owner's Authorized Offtcer/Director/Partner/Manager State of Florida Countyof St. Lucie The foregoing instrument was acknowledged before me this 14 th day of July 2011 By Steve Piva as Owner (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: D/L BRITTANYSMRH Brittany Smith ; : r MYCOMMISSIONNEEOM13 € ENPIRES: September 18, 2014 (Printed Name of Notary Public) nature of Notary b 'c)jjf„ Boneed TMt NolaryPw9e Urdenrken Under penalties of perjury, I declare that I have read the foregoing an at the facts in it are we to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Ofiicer/Director/Partner/Manager who signed above: By: 1 tA. r By Rev. W3012e0701—ding) !� ' s � n Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 11o8 , oo77 Owners Name Jl�c U-e b J a Applicant: l" `���`!� f 4l? FS Product Opening Design Product Rated Deal n Pressure Manufacturer Model Number Product Approval Number Glass TVD9 Method of Attachment Windows //Pressures Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing a Doors �0 3Z �= % are a�s'L. E �� ' D $- l�/5. �' /J u 3 �� �! ,%�Q ahi3 9 T� s e 3" G�� D. c . French Doors Garage Doors Hurricane Protection Roof Ventilationry Roofing Material 'J 1 QF' pr Q 57 � y�� i /012q ej t I /J I y�� I have reviewed the above components or cladding and I have approved their use in this structure. Thes roducts provide adequate resistance to the wind loads and forces specified by current code provisions. F EI Name: ! L` o `r �! 2 �/ /! ��+. Signature: s r%2.3 `�3 i ( !" E) Date: �ZS �\ Design Pro f:N f rJ�� �( Cert. No. �, Planning & DeveIopment Services Department BWJdjng & Code Regulations Division 2300 Virginia Avenue ¢ , i Fort Pierce, FL 34982 AMA 712-452-115 i Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiting a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For fmthm asswt uue, ptease contact the Building InspectionUtRM at (772)162-1553 Project Name ETTJ e , aA, ... x SF 7iiici il�e,C1u1 Street Address Permit Number D C� e� ' gp 1 Occupancy Type Dh 2 5 C.l F (- Construction Type Certitication Statement: I certify that, to the best of my knowledge and beliet these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie Count} I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desinn Parameters and Assumptions Used: (Please check or complete the appropriate boa.) 1 Florida Building Code 20Edltlon tivith 2l1 f��_ Supplements and ASCE 7 b 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height: t - l S 1 Roof Pitch: -4c'. Internal Pressure Coefficient: 4. Width of End Zone: 5-1 Wind Speed: 13 0 (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 D S rj FBC Table 1604.5 X 6. Wind Exposure Classification: AV 6 Adjustment Factor for Exposure & Height: -t 12• 'r"" 7. Components &Cladding Wind Pressure on Roof Zone 12-tll/ 3�- Pb 8. Components &Cladding Wind Pressure on WallZone 4" Gt�°'-y PSF Ap 9. Components & Cladding wind Pressure on Overhead Garage Door } 10/(>PSF lq 10. Loads: Floor roO PSF Roof/dead t ® PSF Roof/live 2 D PSF 11. Shear Walls Considered for Structure? Yes No (if No, attach explanation) 12. Continuous Load Path provided? Yes 'Y-- No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes *A- No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: Iny0Presumptive: By Test: _) PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, Ie,,Zkb(.L heebbest of my knowledge and belief: Name: Cart#: ` Design Firm: "f i'/ Date: � 2 7-vim - SLCCDV Form # 020-00 SEAL Revised 2/27/09 (CL) Revised 6/11/2010 (IS) FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 441 SOLAZ AVE Builder Name: Street: 441 SOLAZ AVE Permit Office: ST. LUCIE COUNTY City, State, Zip: PORT SAINT LUCIE , FL, Permit Number: Owner. Jurisdiction: Design Location,: FL, Fort Pierce --1. New construction or existing New (From Plans) 9. Wall Types (1200.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 1200.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1200.0 sqft.) Insulation Area y6. Conditioned floor area (fk?) 1200 a. Under Attic (Vented) R=30.0 1200.00 ft2 b. N/A R= , ft2 7. Windows(76.5 sqft.) Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.30 76.50 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 240 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 18.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14. Hot water systems 8. Floor Types (1200.0 sqft.) Insulation Area a. Electric Cap: 30 gallons a. Slab -On -Grade Edge Insulation R=0.0 1200.00 ft2 EF: 0:99 b. N/A R= ft2 b. Conservation features c. N/A R= ftz None 15. Credits CF, Pstat Total As -Built Modified Loads: 17.40 Glass/Floor Area: 0.064 PASS �7�7 Total Baseline Loads: 21.35 ifictions vered by I hereby certify that the plans and$withcthe Review of the plans and Qke -- this calculation are in compliance Florid Energy specifications covered by this Code. calculation indicates compliance &pW7 AC 4/VRAC- Y C4 with the Florida Energy Code. is leted r r� ' - = ;` PREPARED BY: Before construction completed p .-..-ri•^� DATE: this building will be inspected for compliance with Section 553.908 ,T I hereby certify that thi ilding, as designed,' incompliance Florida Statutes., with the Florida Energ de. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: I R/2/2011 4-18 PM EneravG9llaeID USA - FlaRes200R Paae 1 of 5 } ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD .y ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 441 SOLAZ AVE, PORT SAINT LUCIE, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 1200.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1200 a. Under Attic (Vented) R=30.0 1200.00 ft2 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.30 76.50 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 240 ft2 SHGC: 12. Cooling systems c. U-Factor. N/A ft2 a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 18.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 30 gallons a. Slab -On -Grade Edge Insulation R=0.0 1200.00 ft2 EF: 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving, features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code co liant features. I Builder Signature: Date: � 6 lI Address of New Home: � S SA &fe City/FL Zip: S 1- 3 -V 5% 63 k a _, *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2. of A spend' G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® YSA - FlaRes2008 a PROJECT 'Title: 441 SOLAZ AVE Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1200 Lot # - Owner: Total Stories: 1 Block/SubDivision: It of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 90 Street: 441 SOLAZ AVE Permit Office: ST. LUCIE COUNTY Cross Ventilation: County: ST. LUCIE Jurisdiction: Whole House Fan: City, State, Zip: PORT SAINT LUCIE, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL—ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R Value Area Tile Wood. Carpet 1 Slab -On -Grade Edge Insulatio 1200 ft 0 1200 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck v # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1300 ftz 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1200 ft2 N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1200 ftz 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N=>E Exterior Concrete Block - Int Insul 4.2 368 ft2 0 0.75 2 S=>W Exterior Concrete Block - Int Insul 4.2 368 ft2 0 0.75 3 E=>S Exterior Concrete Block - Int Insul 4.2 232 ftz 0 0.75 4 W=>N Exterior Concrete Block - Int Insul 4.2 232 ft2 0 0.75 DOORS # Ornt Door Type Storms U-Value Area 1 2 N=>E Wood S=>W Wood None None 0.460000 21 ft2 0.460000 21 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). # Omt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 3 4 S=>W Metal Single (Tinted) Yes S=>W Metal Single (Tinted) Yes N=>E Metal Single (Tinted) Yes N=>E Metal Single (Tinted) Yes 0.3 0.35 N 0.3 0.35 N 0.3 0.35 N 0.3 0.35 N 30 ft2 1 ft 0 in 0 ft 0 in HERS 2006 22.5 ft2 1 ft 0 in 0 ft 0 in HERS 2006 15 ft2 1 ft 0 in 0 It 0 in HERS 2006 9 111:2 1 ft 0 in 0 ft 0 in HERS 2006 None None None None INFILTRATION & VENTING / v Method SLA CFM 50 ACH 50 ELA EgLA — Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1133 7.08 62.2 117.0 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 14 18 kBtu/hr 540 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 9 18 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 30 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS # — Supply — — Return — Location R-Value Area Location Area Leakage Type Air Percent Handler CFM 25 Leakage ON RLF 1 Interior 6 240 ft2 Interior 60 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans:Coolin Ian Venting Jan RIFeb RI Mar RI Apr RI M:y May RI Jun Jul Rj �Xjj LX] Aug Ri Sep Oct Oct Nov RiNov Dec PQ Dec RI X� Jun Jul [X]] Aug Sep I j� Thermostat Schedule: HERS'2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78' 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 r .. A FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 441 SOLAZ AVE PERMIT #: PORT SAINT LUCIE, FL, 0* INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH. PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 ofm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls& ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11.