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459 Skate Rd (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5455 TELEPHONE: (904)247-5800 << FAX: (904)247-5805 SUNCOM: 852-5800 www.coab.us '' Vr Februa_y 230, 2009 Mr. James E. Gipson 2726 Dahlonga Dr Jacksonville, FL 32224-3817 Subject: Atlantic Beach City Code, Chapter 6, Article II, Section 6-16 Adoption Dear Mr. Gipson, Duval county Tax records identify you as the owner of the following property in the City of Atlantic Beach, Florida: AKA: 459 Skate Rd Legal Desc: 31-016 38-2S-29E R/P PT of Royal Palms Unit 2 A Lot 4 Blk 18 RE# 171523-0000 Consider this an Official Notification of Violation, that on February 23, 2009 the City of Atlantic Beach conducted a Property Maintenance Code Inspection of the aforementioned property. This inspection was the result of a complaint by the tenant residing at this address. Based on this inspection the following the following violations were identified. 1. International Maintenance Code as Adopted: a. 604.3 Electrical hazards, kitchen range does not operate properly, electrical outlet to range not installed properly and outlet in living room inoperable. b. 305.1 Sanitary condition, mold throughout several rooms. c. 505.1 Kitchen sink drain piping leaks. ri. 7nA Nn cmnka riafnrtnrc e. 304.15 Broken doorjamb on master bedroom f. 305 Kitchen cabinet door and drawers broken g. 304.2 Exterior trim peeling. In an effort to eliminate any undue hardship, I am granting you up to 30 days from receipt of this notice to correct the following violations, this can be accomplished by: 1. Have an electrical safety inspection of the unit done by a licensed electrician and provide a copy of the inspection report to Code Enforcement Officer and repair or replace the kitchen range and repair broken outlets. 2. Have mold tested by a licensed mold remediation company and provide copy of the report to Code Enforcement. 3. Repair kitchen sink leak. 4. Install smoke detectors in each bedroom and the hallway. 5. Repair the broken door jamb on the master bedroom door. 6. Repair broken kitchen cabinet doors and drawers. 7. Properly prepare and paint cracked/peeling trim on outside of house. Should you have any questions or concerns involving this matter, I can be contacted at(904) 247-5855, to schedule a balcony inspection, contact the Building Official at(904) 247-5813. ALEXANDER . SHERRER Code Enforcement Officer C: Assistant City Manager Building Dept :x w� r� 1 1 1 i `f t f CDP l VA j Q f V T ' U tlj v JAN 181996 L Building and Zoning 4 > I i a C=� �� T H� CITY OF r &4&e Fead - 17 4z da 800 SEMINOLE ROAD --- - --- - ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 April 25, 1996 Mr. James E. Gipson 2726 Dahlonega Drive Jacksonville, FL 32224-3817 Dear Mr. Gipson- Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida- RE: 459 Skate Road a/k/a Lot 4, Block 18, Royal Palms Unit 2A RE#171523-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinances Chapter 12, Section 12-1-7- Open storage of building material; Chapter 16, Section 16-3 - Trash placed in containers; Chapter 16, Section 16-12 - Responsibility of owner to remove trash and debris; Chapter 19, Section 19-1 - Obstruction right-of-way. You are hereby notified that unless the conditions above described are remedied within five (5) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statutes 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. ,Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah CC' Public Safety Director James Brown, Occupant VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED t n ������ /CSI"TY OF 1`�&aA4C 03 aW4- Office of Building Official REQUEST FOR INSPECTION / Date `9 ` ! b l/3 6 Time /� — Permit No. < Received �v M' P. ✓ 1 v Job Ad ss 1 Owner's Name Contractor BUILDING CONCRETE ELECTRICAL Framing r7 g Footin PLUMBING MECHANICAL Re Roofing ❑ Slab Rough Wiring ❑ Rough C Tem Pole Air & 9 Insulation O Lintel p �� Top Out ❑ Heating Final Sewer C Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed Thurs. Friday pM Inspection Made A.M. P.M. Inspector Final Inspection ❑ Certificate of Occupancy F; Date Y PSR-3844 .a 11367 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ LOCATION INFORMATION -------- Pe>~mitlNumber : 11367 Address : 459 SKATE ROAD -Permit Type: BUILDING ' ATLANTIC BEACH . FLORIDA 322--- Class 22'Class of Work : ALTERATION ---------- LEGAL DESCRIPTION ------ Constr . Type: WOOD FRAME Lot : 4 Block: 18 Section: Proposed Use : SINGLE FAMILY Township: RING: 0 Dwellinas : 1 Code: 0 Subdivision: ROYAL PALMS Estimated Value : $2000 ,00 Improv. Cost : $0 . 00 Total Fees : $30 , 00 Amount ea d f_ o S30 .00 Dates 1/23/96 r�-17 WITH ROOF PER PLANS ------ --- - OWNER INFORMATION --- APPLICATION FEES -- Name; , E , u�P �GIBSON PERMIT S30 .0C� Add�ro#ss 9 ,SYA R0AD WATER. IMPACT FEE $0 .00 �fEACH . FL0FTr�. SEWER IMPACT FEE $0 nn Fh3n # 7 7-� 66 WATER METER/TAP SO. ,—a RADON GAS-H.R. S . $O .00 Tg TOR, INFORMATION - - RADON CAB 5% $0 . 00 Name:.,=PROPEATY j*NER CAPITAL IMPROVE. $0 .00 SEWER TAA :. 43 CROSS CONNECTION $O .00 SEC H IMPACT FEE $0 .00 CONST. SURCHARGE c–'brad00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT ILA 1047 LAWS AANCO Foxed AOe fMir of Qr0=nWnrrnWnt Nsws w wPLW&Vu The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property....jL.A�.:..... .... .... ........................................... ................... t» ......... .... ... ... . :. ��..(.»., :.. ?.r! :»..»................»...._._............................................. _..................... ».._......_..»»...»...._.. .._................_.....................................................».»....................»...»»......... +.».....».�........................ General descrO ia, of ixwovwnuts.. Owns......�...�..»��1».......... ..� .•............. .�.....................»............................................»..................................».....»........»....»..........»............ �� ••�' .. `.................._.............................................................».........._............................................ ..........:.»»........_..... ..»..»...»..»............_.... ........ Owners inlerud in site of the illi ovellAN.......... :.........»....»...».».»... ..».......»»......».».... ..... ..»»................................ fee Simple Mie hddw (if cher Ihan owner) Nalne ......................................„.»..............»».........y...........................................................................................................»............................................ ............».........».».»..........»................................................».......»»...............». . »...»»........ ......»................... centracw �G, 220a--j............».»..................................................».......»................»................»»........ ...»..»..»...... nde,.w"L c�.� Lo rte!�, q ok, i !Z................................' ✓. »... » Surety «�y�_.. ...._.......»......».. »»»........» .... . ..................................».»................................_.._.»»..»....».......»...»»...». .._ Address ......_.._._.»...» ....._ .._._»..»»».»............».................. .......... ..................»................ Amouto of bond S............................. Nrae of Perm- within the State of Heide dwignNed by owner upon whom notices or other documents my 6e servo& Nome ....._..... »......».... ...».»»» .....»_»»...........................».....................................».».. ......».».» ..._.».»»...... .».».........». .._..__....................................._..................................................................».................................»......................................»..... In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (FI)l in at Owner's option). Addre ............»............................. hne Main/OA ASCOnO m'e uet ._.. � .»».._......»...... .........».......................»......... ONLY ) � /, •'«r»......_....»................................... Owner Sworn to and subscribed before ate this................................ �. ._........... ....................».�. �,..................... ....»».». ........»..._............ PAIRICIA"Ahi�ONETTE {)TA. STATE OF FLORIDA �USLIC Nty Comm E>,:f§127796 COIAI NER CC220017 Address CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date Heated Square Footage �� d - -- 7 C $_-_.-_____._._per sq f t = $ Garage/Shed ` — .\ $--- per Carport/Parch /� -- _ ``� - perq tet. _ Deck -- S Patin ---_per sq ft = r �l y -- sq ft = TOTAL VALUATION : – Tot I Valuat—on ----` -' Remaining Value c ----- �� �,S'• per thousandor portion thereof TOTAL BUILDING FEF, ---- + 1/ 2 Filing Fee '--- ( ) Fireplaces @ BUILDING PERMIT FEE WATER IMPACT FEE $ -- SEWER IMPACT FEE; WATER METER/TAP -- CAPITAL IMPROVEMENT $ _ SEWER TAP �---- -- �_ 1 RADON (HRS ) . 0050 SECTION H PAVING -- HYDRAULIC SHARES -- --- CROSS CONNECTION 5 SURCHARGE 0050 5 ` OTHER $-- GRAND TOTAL DUEQ ADDITIONAL PERMITS OR FEES : Mechanical—' Electric/New Electric/Temp_ Plulrbing Septic Tank Well �wimmingPool Survey ` ` -ptheL – ----% Sign________Finish F1 oor E1 evation CALCULATIONS nd/or NOTES : -�---- JAN 181996 CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS a DEMOLITIONS Owner(s) : � . � . Address : 45- / Sete kQa•A fit 13T-Phone : Lot # `+ Block or Unit # _ Subdivision:R0V_ J e t/l^, Contractor: 1�r�is�R State License # Address : Phone No: Describe work to be done:–La vo Lc, ILc.-� �Op-� �✓° h �� �04� Present use of building: RD S1 A,_ � ` Valuation of Proposed Construction: Proposed use: � –44-C , Is this an addition? U If yes , what are the dimensions of the added space: ft . X ft . Will the added area be heated and cooled?—L_6) New electrical (or increase)?/UV New plumbing fixtures? 42C New fireplace? _New Heat/AC? NO SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: /6 Signature CONTRACTOR: Date:L/ yew License Supplied: QP��oNN 4odd Liability Insurance: Worker 's Compensation Insurance: r CITY OF A&atw Tied - 9&r4tf 800 SEMINOLE ROAD _ - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 chapter 489, Florida Statutes,Psrt I `CONSTRUCTION CONTRACITN(P requires OwnneaBuilder to acknowledge the law; DIDCLOSURE STATEI►GNT for Section 489.103(7),Florida Statutes; State law requires construction to be done by licensed contractors. You have applied for a permit under the exemption to that law. The exemption allows you as the owner of your property,to act as your own contractor even though you do not have a license. You You may build or improve a one-family or two-Wy residence or a farm outbuilding You may also build or improve a Commercial building at a cost of$25,000 or less. The buil i>n snd� snce k dirugmust be foryou_r own cuP may not be built for sale or lease. If you sell or lease more than one building you have built yourself within l year after the construction is complete,the law will presume that you built it for sale or lease,which is a violatioin of this exemption' You mer mt h.M an '"h ene..A pMan�1m'co &ac . Your construction must be done according to building codes and zoning regulations. a is your responsibility to make sure that people c Y or nauncipal homing or&nonaes. Or&nanots also allow an Owner to improve their own property when it is for personal or family use,and likewise regw re all work(except maintenance under$2,0100)be under a building permit and pass all norma! pe ons. The may nance states owners ay phystwily do w+or*themselves;or twav hi me-01*. neod workers be under B� o.r provided such *di 1r t ',Y rvi 4f on Of the owrrwr,**o most be a dw iob stte at all ttse4 while work is in progress by d such sed trades People." Thus does not allow use ofunlicensed c�wrlroedors. S'"ce awtv ri ma beliahk fior in UM=to workers they hire,the Buil Department �e purchased unless the homeowners insurance �D� tsuggests Worker's Compensation insurance >nsurance policy clearly protects the Owner. Owners hiring workers become employers and •hoe d also observe IRS withholding tax and/or Form 1099 requirements on the workers they employ on their improvement work 'Jrlicensed cootrartQr•caeeet be errretetzA,,,b•--- „�,,,,„�o„ -� ++ . Owners being subject to$5,000 penalty under Florida Statute :10 455 228(1). M • ' The owner should physically see the county'Certificate of ompetency or the Florida'ContreCton Certificste'to ascertain if a person is a licensed contractor. Telephone the Building Departrnent(247-5826)if in doubt. I hereby acknowledge that I have read and understand all the above on this-' day of,Jq►JJ 21991'., � c d W.,tness,Building D liijl yee ffOwnerBuil G 223 33 'r C;E Phrases underiined above /Oalq .-e k pro run�hasized by the Building Phone r e-,artment r i It F H SEISMIC AND 58 ii HURRICANE TIES ® '� 4•~�6" The H10 and H10R(for rough-sized members)provide excellent " I uplift and lateral bad resistance parallel and perpendicular to the 6. 2 top plates.Optional positive angle nailing,with 8d common nails I (HtOR A6', -- 1"2••� m 2 8 installed in double shear,connects shear blocking to rafter. 11NO". Double shear nailing,with nails driven at an angle through two m members,distributes the bad through two points on each nail for R OPripNAt greater strength.Slot allows field bending to accommodate shear DOUBLE. o �,, blocking angle—bend one time only. 32 ® 0 �� SHE � 2z Designed to provide wind and seismic ties for trusses and rafters, �. HO this versatile line may be used for general tie purposes,strongback HOLES Ssattachments,and as all H„c -purpose ties where one member crosses another. \v H1 t• The H4 and H5 hurricane shapes eq 6,,, cane ties have unique apes that r uire sM fewer nails.The designs allow for installation on the inside of the ' 4 m member without interfere with the • s°;xrw , , ng drywall,or on the outside of the member without interfering with the sheathing material.The H5 is • designed to tie the top two wall plates to the rafter. 0 • • I ° The versatile H6 and H7 hurricane ties are designed and tested ° for high load capacity. Use to attach studs,joists,trusses,plates, $' • NQ o and other wood structural elements;see illustrations. H103�, 51 TiiH4 MATERIAL:See table (H1 OR similar) e m FINISH:Galvanized.Selected products available in stainless steel 0 !3 or Z-MAX coating;see Corrosion-Resistant Connectors. Patent Nos.4,291,996;4,480,941, m � Canada Patent 1,193,418; II Patent No. INSTALLATION:■Use all specified fasteners. See Genera)Notes. other Patent Pending m _k 4,714,372 4,714,372 ■ The H1 can be installed with flanges facing outwards 2 e (reverse of illustration#1).When installed inside a wall, a birdsmouth cut is required. ■ H2.5,H3, H4,and H5 ties are shipped in equal quantities of separate rights and lefts. o H; ■ The H7 must be bent over and around the other side of the o • top wood member.A minimum of four 8d nails into the truss o o must be used,including two into the side of the truss at the b ° end of the strap. 83� NS • e ■ H1 and H10 do not replace solid blocking. 9f 41 �'w"c' • CODE NUMBERS:BOCA,ICBO,SBCCI Nos.NER-422 and NER-393;Dade County, and 90 FL No.89-0131.1 3}/ o Z 6 0914.2; H5 • City of L.A. No. RR 24818(except H10 and H10R).Table e loads are based on the 1991 NDS and may differ from . o o code reports due to revision lag time. 1� '• �2� � ,'' o Patent No.4,714,372 196H6 r H2 9,. O t F2 e` p 7 62 Z • •' o 9+ m li ®° O lib • H1 Installation —can eliminate 0 24 H2 Installation 5a • � costly ratter o � notching J� • m + `�. H2.5 20,.. H7 (H3 H3 H2.5 Ties Rafter Oto Two Plates Typical H4 li 4 /I, o m O , Stud to Bottom Plate r o • H3 Installation , H2.5 application similar) 5 r-__ f see footnote 3) 0 ie. C) 0Copyr4d1993 H4 Installation 58 - SIMPSON STRONG-TIE COMPANY,INC. HSEISMIC AND 06060,SIM HURRICANE TIES Buyline 5162 FASTENERS MAX ALLOWABLE LOADS` • r", J MODEL 1.Loads have been increased 33% l N0. MATL TO TO To UPLIFT LATERAL for wind or earthquake loading r RAFTERS PLATES [STUDS (133) F1(133) F2(133) with no further increase allowed. USE AMINIMUM OF Two U NAILS TWS •F: HI 18 ga 6 8dx1'/z 4-8d — 490 485 165 2.Allowable loads are for one anchor. SIDE OF TRUSS 1 A minimum rafter thickness of 21/" TOTAL WR F H2 18 ga 5 8d — 5-8d _335 — — z ed NAILS o must be used when framing anchors H2.5 18 ga 5-8d 5-8d 41 150 150 are installed on each side of the joist INTO TRUSS. H3 18 ga 4-8d 4-8d455 125 160 and on the same side of the plate. H4 20 ga 3.Maximum allowable uplift bad m- 4-8d . 4-8d — 3 0'. 165 160 for the H4 stud to bottom plate T HS 18 ga 4-8d 4-8d — 455 115 . 200 installation is 315 lbs;370 lbs; H6 16 ga — 8-8d 8-8d 915 650 for the H2.5. H7 16 ga4-8d 2-8d 8 8d 930 400- = 4.When cross grain bending or cross-grain tension cannot be H10 18 ga I 8-8dx1'/28-8dx11/2 — 905 585 525 avoided,mechanical reinforcement FI H 10R 18 ga 8 8dx 1 12 8-8dx1'/2 — 905 585 525 sufficient to resist all such forces should be considered. Two INTO Typical HIS f g DLA7ES Stud to Band O EMM Joist �' . " Typical H6 INO H5 Ties Rafter Installation Stud to Top sn1D =� 10 to Two Plates Plate O O ' F`i' Installation f. Typical H7 fA r Installation - +T ash . � ,yc h x aos 1, • °. • ' Typical H10 " • Installation 0 1 Fz SPSTUD PLATE TIES Patent No.4,480,941 0 _ y Ties top plates to studs to resist wind or seismic activity. I" SP4,SP6,and SP8 wrap completely around double top plates. Sia 511 MATERIAL:20 gauge - T J x (5P2 66) FINISH:Galvanizedm SP1 Nailing o � INSTALLATION:Is Use ail specified fasteners. Profile °•C See General Notes. I m ■ Position SP1 and SP2 as shown. Install the number of plate nails as indicated in the table.Then install p , five 10d commons into the stud and one 10d common p,o a at a 45°angle through the stud into the plate. "'o .I I / 341 SPI CODE NUMBERS:BOCA,ICBO,SBCCI Nos. NER-432 and h' r� I NER-443;Dade County, FL No.90-0914.2.Table loadsI are based on the 1991 NDS and may differ from code Typ cal 1 Installation reports due to revision lag time. o 0 R MODEL DIMENSIONS FASTENERS ALLOWABLE' °_ i , A NO. W L STUD' PLATE UPLIFT LOADS :0 (133) i SP1 — — 6-10d 4.10d Typical SP4 i. SP2 _ _ Installation °o 6-10c 6-10d 890 Anchors • o' o / SP4 39/18 73/4 6-10dx1'/2 — 735 Double Typical SP2 t \� SP6 59/18 73)4 6-10dx1 L2 — 735 Top Plate Installation SPS 79i1e 85/lis6 t Odx1 Yz — 735 to Stud (SP6 and SP8 1.For SP1 and SP2,one stud nail must be driven at an angle through similar) the stud into the plate to guarantee table load(see illustration). 2.Allowable loads fiave been increased 33%for wind or (3)10d xl!"NAILS earthquake loading with no further increase allowed.Reduce EACH SIDE OF STUD 4 CaPY�1993 by 33%for norn afloading. SIMPSON STRONG-TIE COMPANY,INC 59 t t I Continued from previous page. t7 HDAJHD HOLDOWNS w • MATERIAL DIMENSIONS FASTENERS ALLOWABLE LOADS"(133) �^ MODEL 'r G.'•' r AVG LENGTH OF BOLT �. BASE BODY HB' SB W H B SO CL ANCA R fST ULT IN WOOD MEMBER HD2A 7 a 12 a 4Y= 21/2 21/2 8 2% 1 'A 1'/2 s/e 2-1/s 12150 1555 2055 2565 2775 2775 2760 o DSA 3 a 10 a 3'/. 3 33/16 9% 3142 '/a 2'i s 3/. 2-3i 20767 1870 2485 3095 3705 4010 3980 °fig 01 D6A 3h' 79a 6'/a3'/= 31/ 111/4 31/,6 3/4 2Y+e - �h== ` 2 z 27333 2275 2985 3685 4405 5100 5510 D8A 3h 7 a 61/6 3'/2 31/ 143/4 3�/,6 3/4 2'/,6 'h 3 28667 3220 4350 5415 6465 7460 17910 ®: D10A % 7 a 6'h 31/3 31/ 18 3'/,6 3/4 21/,6 7h 4.1 28667 3945 5540 6935 8310 10425' 9900 H •rr► ',r` D20A 3/6 3 ga 7 4 31/ 203/. ash 6/6 23416 1 4-1 51233 — — — — 11080 13380 r HD15 3/6 3 ga 7 4 3'/Z 241/2 4'/4 31/e 2Ye 1'/. e 1.Allowable loads are based on the lower of(a))the bolt values in 4.HB is the required minimum distance from the end of the stud to Ng accordance with the NDS,and(b)the ultimate bad on a steel the center of the first stud bolt hole.End distance may be increased test jig divided by 2.5. as necessary for installation. 2.Allowable loads have been increased 33%for wind or earthquake 5.HDI 5 requires a minimum 6x6 nominal post loading with no further increase allowed;reduce where other 6.Use a minimum 4x6 stud for the HD20A. 0 load durations govern. 7.The anchor embedment and configuration must be specified.See ` 3.The wood member must be sized for the load-carrying capacity at SSTB Anchor Bofts and AddrlionafAnchor Designs. e the critical net section,reducing the gross section area for holes go FC or other removed wood as specified in the code. HD2 SSTWANCHOR BOLTS The SSTB Anchor Bolt is the first tested and inspection-friendly anchor bolt for Holdowns. Identification stamp Previous) called the STAB,the name was changed to eliminate misinstallation b showing embedment Y n9 Y angle stabbing the bolt into wet concrete. Strong-Tie anchor bolts are designed to work in conjunction with the HDA Holdown series to provide a systems approach at this connection point. Extensive t` EMBEDMENT testing has been done on the 5/8"diameter SSTB to determine the design load LINE capacity at a common application,the garage stem wall.The design bads are based a.; on the lowest ultimate,from a series of five tests,with a three times safety factor. SPECIAL FEATURES:■Rolled threads for higher tensile capacity. ■ Offset angle to reduce side-bursting and provide more concrete cover. SSTB16 • Stamped bolt head for identification after pour. (others similar) h ■ Stamped embedment line to aid installation. Patent Pending ■ Configuration results in minimum rebar interference. v .. INSTALLATION:■Use the table to select the appropriate SSTB size for the holdown and foundation type to be used.SSTB is suitable for monolithic and two R pour installations. ■ Nuts and washers are not supplied with the SSTB;install standard nuts, couplers and/or washers as required. CONCRETE FOUNDATION ■ Install SSTB before the concrete pour using a MKP(see following page for MKP description).Install the SSTB diagonally at approximately 45°from For best results, install the SSTB the wall.Install one#4 rebar 3"to 5"from the top of the foundation. using the MKP ■ Minimum concrete compression strength is 2500 psi.Unless noted (Monkey Paw) otherwise,no special inspection is required for foundation concrete when Anchor Bolt Holder. the structural design is based on concrete no greater than 2500 psi See MKP, (1991 Uniform Building Code,section 306(a) 1). page 16. ■ Use 90%of the table load for 2000 psi concrete. REINFORCED CONCRETE BLOCK ■ Install before concrete pour diagonally at approximately 45°in the cell. • Install one#4 horizontal rebar approx. 12"from the top and#4 vertical `II 4r1N�K 8"' rebar minimum 4o.c. � ■ Grout all cells with minimum 2000 psi concrete. OPTIONS:Other SSTB sizes available;contact Simpson for details. CODE NUMBERS: ICBO No.4935 and City of L.A.No. RR 25152 for concrete foundation only. 1 0 Copyrght 1993 SIMPSON STRONG TIE COMPANY,INC. CC COLUMN 06060 SIM CAPS BuyLine 5162 W3 b" r� C 6' W, C. N 0 ® � '� ;rte; • � � •�; � s 4 '" 1 bf MINIMUM Hz 7GAUGE 1 E (31'FOR CCT44) STIRRUP ry $Q'> 0 6:MINIMUM H2 AND H3 (32"FOR CCC44) 7GAUGE Typical CCT p. STIRRUP Installation 7 GAUGE CCC CCT(CCT44 similar) STIRRUP (CCC44 similar) JOISTr JOIST ALLOWABLE SHEAR 1.DFL=Doug Fir-larch;SPF=Spruce-Pine-F.r. 2.Fv=95 psi for Doug Fr-Larch,100 psi for S H EAR LOADS OR 100 115 125 2x4 Spruce-Pine-Fir,and 90 ppsi for sizes RAFTER larger than 2x4 Spruce-Pine-Fu. The maximum capacity of a DFL SPF DFL SPF DFL SPF 3.The 115 and 125 loads are 115 i,and 125'.0 horizontal joist or rafter may be 2x4 332 1 350 382 1 402 415 437 of the 100 column,according to the code limited by the maximum horizontal 2x6 522 495 600 569 653 618 for short-term loading. shear capacity.This table gives 2x8 688 652 792 750 860 773 the capacity for common sizes. 2x10 878 832 1070 957 1098. 966 L2 PCPOST CAPS ' x © ' 32 0 , sr . A custom connection for post-beam combinations at medium 1 ` `' • Sur`aceA design loads.The extension beam side plates function as tie straps :t where splices occur. • • © 3 MATERIAL:PC-12 gauge;PC-16-16 gauge Surface ® 4 PC FINISH:Galvanized.Selected products available in Z-MAX coating; see Corrosion-Resistant Connectors. S� F INSTALLATION:■Use all specified fasteners. See General Notes. �r ■ 9/16"holes are provided for optional bolting. Loads do not I apply to bolted connection. 4i 0 OPTIONS:■For end conditions,specify EPC post caps, providing +' �. dimensions in accordance with the table;see illustration. � ■ For heavy duty applications,see also CC series. �- CODE NUMBERS:BOCA,ICBO SBCCI No.NER-443.Table loads °eo Typical EPC are based on the 1991 NDS and may differ from code reports End Post Cap r due to revision lag time. Installation LATER{a► DIMENSIONS FASTENERS ALLOWABLE LOADS SIZE MODEL POST N0. FT ,= _ W1 Wz LATERAL Lt Lz L3 SURFACE SURFACE SURFACE UPLIPC;EPC pC EPC A B -C (133) (133) (133) `e P_C44-16 4x4 39/+s 39/16 25/e 111 1 73ie 4-16d 6-16d 4-16d 1000 1 925 1 1000 . {_ / PC44 4x4 39'ia 39'+6 21/8 q391/4 3is 4-16d 616d 4-16d 1470 925 1070 9 11 PC46-16 4x6 39/,6 5'/z 2si6 '/4 4 16d 6 16d 4-16d 1000 925 1000 Typical PC PC46 4x6 39/18 51/2 25/8 4-16d 6-16d 4-16d 1470 925 1070 Post Cap PC48 164x8 39/16 7/2 258 '/4 4-16d 8-16d 6.16d 1000 1475 1285 Installation PC48 4x8 39-,6 71,i 25/8 15 :11'/4 4-16d 8.16d 6-16d 1470 2075 1610 PC64-161 4x6 1 5'/2 39/,6 49/16 11 73/6 4-16d 6-16d 4-16d 1000 925 1000 v �� PC64 4x6 51/2 `39/16 49/16 11 73/6 4-16d 6-16d 4-16d 1470 925 1070 1.Allowable!oads have been increased 331b for wind PC66 16 6x6 51.2 51•2 49',6 13 9''i4-16d ! 6-16d 6-16d 1000 925 1 1285 or earthquake loading with no further increase PC66 6x6 5'/z 5'/z 49%+s lI 13 9'%4 4-16d 6-16d 6-16d 1470 9to the reduce for other bad durations accord ng to the code. PC68 I 6x8 5'/2 7'/2 49/,6 15 111/4 4-16d _8-16d 6-16d 14_70 2075 1610 2.Lateral loads are in the direction of the beams ax s PC84 4x8 7'z 396 6�,6 11 1 73/6 4-16d ; 6-16d 6 16d 1470 925 1610 3•A!bwable loads are for nails only P_C86 6x8 7'/z 5'/z 69'16 13 9'/4 4-16d 6 i6d 6 16d 1470 925 1610 �- L=am _ �-- PC88 8x8 T/z 17'.z 1 69/,6 1 15 j 11'/4 4-16d 18-16d 16-16d 1470 12075 1610 C Copynght PSCN STRC Y %C — —_____ SIMPSCN sTRCNGTIE CCMPar,, 271 CITY Office of Building Official REQUEST FOR INSPECTION Date Time Permit No. // L_ � f Received A.M. P.M. Job Address Owner's Locality Name ,, (�_r P,S o N Contractor _ BUILDING CONCRETE ELECTRICAL Framingri Footin PLUMBING MECHANICAL Re Roofing ❑ Slab g Rough Wiring r Rough ❑ Air Cond. & _ InsulationC Temp Pole - Top Out ❑ Heating ❑ Lintel ❑ Final -- Sewer ❑ Fire Place '- READY FOR INSPECTION Pre Fab futon. �� Tues. Wed. Thurs. Friday PM Inspection Made _ fi. A.M. ------------PPA. `iepector_-- al Inspection Certificate of Occupant Da f j G � E l i -THE PIJE�_tc i Q t 12•.x• w f CITY OF r� f Office of Building Official REQUEST FOR INSPECTION Date Time Permit No. 2J v Received A.M. P District No. Job r Locality Owner's Name BUILDING CONCRETE ELE RICAL PLU ING MECHANICAL Framing ❑ Footing ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ READY FOR INSPECTION Poe Fab Mon. Tues. Wed. A.M. Th --- Friday P.M. Inspection Made A.M. Inspector tInspection Certificate of Occupancy Date FOR OFFICE USE ONLY Date------/--- - .......19 Permit #__l _ _____Fee$__ ............. CITYCITY OF ATLANTIC BEACH Valuation $.. ©/..- m_'. ................. FLORIDA House #..._ 5 .... ��:-._....._�t ------------------------------------------------------------------------- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date------------------------------------------------- ----------------1 19............ Owner,l------- ------------------- ---•--G%%--"Z--i ll - ------ -- ....Telephone No.= �'� .�g � -----••--- Architect-----------------------•-------/----------------�-- -- ------ -•---------------------Address-----------------__-•----•-----------•--_....---------.Telephone No.-.-.----------------------- Contractor Builder���- -• � L-Address---'a ----------------------------------- _© �. �s%, ✓� / �g�^�1f.�9 �J - Telephone No.-•------------------------- ----------- Lot ------ ------ Lot No.----�--------------•----•-------------------. lock No.-J--�-------------------Sub Divvision--- _t'`L ---------- ---------Zone------------- ----•--5 L�---------------------------Street..... A-c5---r------Side Between.G� a e-----------and_&'4`0 _ ------------------------------------Sts. Valuation $.. !r'eb'�- ------_-� 4*Fhat purpose will building be used----------------------_------- .......Type of construction.------ Dimensions 4i7Bt�ildi� IJ7�_f_._.______.___Dimensions of Lot____ . X l 3 � ................ g -- -- --•----------------- ---------Size of Footings.---- Size of Piers-----F_f�___..__.._._,Size of Sills...kf_X._Cf________________Greatest Sill Span in ft.-.-_-./..._s------------ Type Roof------------------------ --__.._ How will Building be Heated?---- ------------------------------------ .....Will Building be on Solid or Filled Ground? i --------------- i7 Size of Ceiling Joists.__ .�-�__________________________ Distance on Centers._ A—................................... Greatest Span._........•............................_..... It Size of Floor Joists-,.--,g ----...- Distance on Centers- ...�.. ................................ Greatest Span............................................ " Size of Rafters x C-•---•.. --- ------ , Distance on Centers . l`-• ---.....•----- --------., Greatest Span----1...................................... ,I This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. K Inspections required. _ 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and/or lintel. z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. t S FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Be Signature of Builder •. ........ ... .•----..._......._--_... Address.._��t2-----------------I...... :...� 5,... Signature of Owner- ----- ..-- . --------------------------- Address.. ......................... 1 �� T Jc% ------•-••----- 3((D3 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT I £ TO THE CHIEF ELECTRICAL INSPECTOR: DATE: x 19 IMPORTANT NOTICE: ,.. IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE s HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. x �� JOURNEYMAN ELECTRICAL FIRM: MAS ER ELECTRICIAN SIGNA RE NAME L 6 11") d/4/ ADDRESS: -JIZ�% si��c l 1_RFD`. � BOX BLDG.SIZE BETWEEN: RES. APT. ( 1 comm. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ('I REPAIR ( 1 FEE CONDUCTOR SIZE AMPS ,-,,20,6 COPPER ALUM. O SWITCH OR BREAKER Z� AMPS PH W VOLT ` RACEWAY -� EXIST.SERV.SIZE AMPS PH ' VOLT �fU RACEWAY FEEDERS N0. SIZE NO. SIZE ENO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATIN "AMPS CONDITIONING COMP.MOTOR OTHER MOTL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS- UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 0003219 40 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH �1t LOCATION 1H1vOftnATXO- --------- Permit ------ -- r telt Number: :321`9 AQ rens: 4051 SKATE ROAD ermlt Type: S1.ECTlt1CAL ATLANTIC I3EACH, PLO tIDA 32233 Class ox work: INCREASE -- ------- L'MOAL DE2SCFSIYTION ---------- nstr. Type: WOOD PRAnZ Lo ,% Bloc!*. erection: opose(i Use: SXH13LE rAI4ILY Township: ftNCs: K1 D 1lxngs% 1 Code: a Isu 1 3.vIslon: Ee t Imeted value: 50. 1010 Improv. cost : 00 Total Pees% DC► Amount. raid: `} • DC Date PSId: 122 L/11J)kf worm Desc. : CZ 4P0 200 AMP, 1 PH, �iR, 11� �'3Y);1 '311P AC 1_1N # HEAT ---------- OWNER INIrCiRITATION -------- - -" APPLICATION IrMEn - --- Hamel DISSCN 1*EjKr1xT 5A`}3. no A rens: 4n%3 ':fit SATE ROAD WATtft 117rACT r8E IRO. oto ATLAHTXc ZMACH, PLOYtIDA '322".3:-i nZWEIRl XRPACT Ir`ER cal].0C1 none: k 5C+4) "�'t 1-2_!93 WATISn I7ETElt SRO.1117 RADOM OAS-II. R. n- 50. 00 RADON rClA`°3 - n% !00.k317 M Name: AISLE ]ELECTRIC vanPANY WATER TAP 11;�C.Cn A rens: i7,tI COOCIAR ROAD SISWtft TAI' EAD•CC jAcnnoNVILLE, Pt' 32220 HYDRAULIC 'SNARE 1$0. 00 LY tt;se : t4SpJ+;IzS$t5 * Tyre: 2 Itrr-IN'grfsC'r FEE S!1k3. 1010 siLC. H rffPACT P Efr moo. Dt3 C�TIii R 1M. 010 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALWA"Wi ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU4& O REVOCATION.FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. G4AN6E $•� ATLANTIC BEACH BUILDING DEPARTMENT By: f - CONTRACTOR COPY CITY OF ATLANTIC BEACH, FLORIDA J 2 Approved by APPLICATION FOR ELECTRICAL. PERMIT �r�df TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 4z _ 19 ' 6 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �9 ✓� ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME G ADDRESS: `�` s J RFD BOX BLDG.SIZE 0 e� BETWEEN: RES. ( APT. ( 1 comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( ) ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( 1 INCREASE ('"1' REPAIR ( 1 FEE CONDUCTOR SIZE o AMPS Z oU COPPER ( 1 ALUM. ( ' 1 IL 15 I SWITCH OR BREAKER Z0 J AMPS � PH W �� 0LT RACEWAY Z r J fl EXIST.SERV.SIZE (,p AMPS PH -3 W OLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED EH.P. RATI . OVER APPLIANCES BELL TRANSF. AIR NG H.P. RATINGCONDITIONING OR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. �KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 43•S� V