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Permit Folder 1769 Beach Ave r .1� F CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities 800 Seminole Road 1200 Sandpiper Lane Departments Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 {904)247-5800 (904)247-5834 -Kaluznia (904)247-5845 Fax (904)247-5843 Fax U c ty PLAN REVIEW COMMENTS Permit Application# Q�p — �1f, (�/7/ Property Address_ 7Co �} �¢ft C H J 6?1//E', Applicant: Project: �/n �� '7'r�i l �. This permit application has been: 0 Approved as noted by the Department. Final application approval must come from the Building Department. L7 Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH - BUILDING PERMIT APPLICATION (New Residential & Commercial) Date: Job Address: *' ( Tm yC Owner's Name: vt � Address: C-a �, b� Phone: •Q�a Contractor: 6* �"Kl * uiTl4.. AVL State License Number: Address: 7 *'ri�0�^.• to" Phone: 'g�,,�• 4"L6.9 City: 4)c'S" State: _Zip: Fax:Z g •/ Z Describe proposed use and work to be done:—&d4- S,f r f R e mph a[A 5F Present use of land or building(s): ?Wa Valuation of proposed construction: 1.3% � Oa Is approval of Homeowner's Association or other private entity required? k 0 If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. P-fES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION.IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. PLEASE READ ALL INSTRUCTIONS, WITHOUT THE INFORMATION REQUESTED THE APPLICATION WILL BE RETURNED WITHOUT REVIEW BUILDING CONSTRUCTION PLANS 5 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 2 Revised 10/06 K ANY OTHER DOCUMENT REQUESTED BY THE BUILDING AND PLANNING DEPT. PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: xx Y 4 Telephone: q '� +6V Fax *A' 1 2 E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: // rte Lf'0 AS TO OWNER: &4t Sworn to and subscribed before me this h7day of A0 VQ/i►'1 20� State of Florida,County of Duval Notary's Signature: "�a'•, ESSIE MERRITT Notary Public-State of Florida _Personally known N 'r?M Commission Expires Feb 9,2009 D L •,;,, P,= Y p � roduced identification 'T` S ••.F, l„ •' Commission#DD 394893 Type of identification produced C teh)o— 41-]Lo I J 10 t PNI - 64- - Signature of Contractor: Date: ��/�Ax 1000, AS TO CONTRACTOR: Sworn to and subscribed before me this day of yV U MYA 64t- ,2017(Q. State of Florida,County of Duval .ter Notary's Signature: ' ESSIE MERRITT Notary Public-State of Florida Personally known My Commission Expires Feb 9,2009 ❑ Produced identification Commission#DD 394893 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 4 Revised 10/06 E€€€ gg a s a Fse �i tx €+ '�� c _ sS° g•SS 5 i - S �4s 342e- F P _ 3a EK S ELax Y €a !� a E 1 d 3 3. - « noo co f 3 xFiF- r a _ O GZ F 2CCKFFYLj e P P. o aR �4 eSg ,�.s eieo €g°€fie :..1 o g�£��3a � ^ �$�-�� e.�� a'��°S �.� � aB P�Peg :`$7�� :za' �' a�� x3. •a E s s. i s n5 o R. 3. yuuu NkNka - _3 uu�''"_ OFi kCpCp CpCp CyCy CpCp cpFu€CykECy€Cyui .Y�N^:N-k o Cy }kN#cVNyCk c, 3 A,Ej °xFaa RgRgiPBR IRI`YR 6bb6b6b PE°' R kC R• Fy eES _ Lr :FF 5r �'� £ y T ' �', eg5 aegseg :a e�g5 S x - FFin z` gg a 5 8 m k 3 e 2 k ir IF 77, s ; „F o1. _. a' 'n aG o_pr� - • � r1 o" s s L 5 3 qq ny E - € o _ - o+ IF Ft ^o� ., �� V •s' = EG Com o 7� - x Y 4 . 8�m R3 r s8 'F € e 3z s'_ P at it s $sF iz Sct " - P 3 a r e r s e 5 s kg a 4r •z° W s1f E IF M` r i� FF F. � � a � gy ir iir 7 d r ' � �•' FF 7 1 .y'r '' ��+-�"' fes: � f� f P_ py . 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'S - 2 PA F f:s I �yF s Yax 'S z•- t - Ytt x Y a i �, �. � ___� i HOW E f 4 TTTYYY___ s N =�ar MAN TIM His W xW1 is x35 't 5 t 7A 11 w� 9 f r FFi g4 31H IS Im i 1n O o WS �F S t s fF i x r9 L g t $? % z5 CITY OF ATLANTIC BEACH Sf PLAN REVIEW SHEET J +� XM ` "J131> Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 44uicfa0Ayy' al(904)247-5800 (904)247-5834(904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 6 Property Address Applicant: _ aLT4kC77 . r Project: 4!t) C;/n l6 -»-� This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: a Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: M;001-4 �le�tric, 'c'• f c. /lr��lrc l r�clt. I.Y. 32233 9104--14 1-905 1 90-4-2-1 11"LO-0 November 27th, 2006 Line diagram for the: Mr. &Mrs. Tom Caughlin residence 1769 Beach Avenue Atlantic Beach,Fl. 32233 1-300 amp service set up with a 3 inch PVC conduit to the JEA Service feed at the street. 1 - 200 amp sub panel, MLO,Nema 1 type,40 circuit . This will be fed with a 410 SER cable for appliances and equipment 1 - 100 amp sub panel, MLO,Nema 1 type 30 circuit. This will be fed with a#2 SER AL cable for lighting loads. Ltl'D '5l;f AL, ab1� "ZGo O i4 ZyPY ZLIC>V o A '211y 3c�u2� ZG� - 3" PV6 WI El3- 35D 14WH At- pole- an 9&01 Ave, up Alex S. Li baugh Master Electrician EC 13002296 CITY OF ATLANTIC BEACH SS1 800 SEP'IINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 06-00034459 Date 12/18/06 Property Address . . . . . . 1769 BEACH AVE Application type description DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------- Application desc demo house for new single family -------------------------------------------- Owner Contractor ------------------------ GARY GRIDER CONSTRUCTION INC 1407 ARDEN WAY JAX BEACH FL 32250 (904) 463-4606 -------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date 12/18/06 Valuation . . . . 0 Expiration Date . . 6/17/07 ------------------------------------------------------ Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Dec 18 2006 3:10PM Last Transaction Date Time Type Identification Duration Pages Result Dec 18 3:09PM Fax Sent 92461082 0:32 1 OK s NOTICE OF COMMENCEMENT State of f�y id e. Tax Folio No. County oft( To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Set.. ,n 713 of the Florida Statutes,the following information is ptated in NOTICv OF t4CEP NT. Legal Description of pro er�y being improved: 46+3 � �V�li/' A 14- �r6• l��.5 Carp Address of property being improved: ... 52233 J2,61 eActt C. L G .223 General description of improvements: 0.4 SFR, caner: Address: 7 6t 3 3 Owner'Y* erest in site of the improvement: Fee Simple Titleholder(if other than owner): r� Name: �C actor: ►^1 CI^ (�'f%R Y V I'' �I�6 IZG ji Iy Address: / I G tr/A ,V / �7 30.4-10d Telephone No.: 164 A 4Q' 141 48 Fax No: q0- • 4 G3• /"61 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making oan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Flori a, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: _ Fax No: ��// In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Sectio 04713.06(2)(bj'; NaAds Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from th a ent date is specified): f6Bb6£00#u0i THIS SPACE FOR RECORDER'S USE ONLY OWNE C�. eppolj1O x N4ndtieejON�w ,a• -:= •N, ulaa3 sa -� Signed 31S — �ooW 1 Before me this j644-- day of (\pUa4,n p_(2 in the Countio-fl—uMa7gWe Doc#2006434640,OR BK 13707 Page 178, Of Florida,has personally appeared -TLL� .i -' (A . 0 Number Pages:1 Notary Public at Large,State of Florida,County of Duval. Filed&Recorded 12/18/2006 at 12:26 PM, My commission expires: 2 �6) -,C> JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Personally Known: or RECORDING$10.00 Produced Identification: N T 1J L C)D 4�`1 lD (a } /,� � i e,2 SECTION 07311 -ASPHALT SHINGLES PART -1 - GENERAL 1.01 SECTION INCLUDES: A. Granular surfaced glass fiber mat reinforced shingle roofing. B. Moisture shedding underly yment, eave, valley and ridge protection. C. Associated metal flashings. D. i"VdytJ ajjd JUfill VCIItJ. 1.02 RELATED SECTIONS (edit as nE cessary) A. Division 6 Section "Rough Carpentry"for framing, wood decking and roof sheathing. B. Division 7 Section "Flashing and Sheet Metal" for metal valley flashing, step flashing, drip edges, gutters, down-pouts, and other sheet metal work. C. Division 7 Section "Roof Accessories" for hatches, skylights, roof penetrations, and other roof accessories. 1.03 REFERENCES (edit as necessary) A. ASTM B209-Aluminum-fdloy Sheet and Plate B. ASTM D226 -Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. C. ASTM D228- Method of Testing Asphalt Roll Roofing, Cap Sheets and Shingles. D. ASTM D4586 -Asphalt Roof Cement,Asbestos Free. E. ASTM D3161 - Wind Resistance of Asphalt Shingles F. ASTM D3018 - Class A A:;phalt Shingles Surfaced with Mineral Granules. G. ASTM A361 - Sheet Steel Zinc Coated (Galvanized) by the Hot-Dip Process for Roofing and Siding: H. ASTM B370- Copper Sheet and Strip for Building Construction. 1. NRCA- Steep Roofing Manual. J. ARMA- Residential Asphalt Roofing Manual. K. UL 790 - Tests for Fire Resistance of Roof Covering Materials. L. UL 997 - Wind Resistance of Prepared Roof Covering Materials. 1.04 SUBMITTALS (edit as necessary) A. Submit under provisions of application section. B. Product Data: Provide data indicating material characteristics, performance criteria, and limitations. C. Manufacturer's Installation Instructions: Indicate preparation required and installation procedures. 1.05 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the roofing system products specified in this section, with a minimurn of 25 years of experience. B. Applicator: Factory-certified steep-slope roofing contractor. 1.06 REGULATORY REQUIREMENT: (edit as necessary) A. Conform to all applicable local codes. B. UL 790, Class A; UL 997, Wind Resistance. 1.07 DELIVERY, STORAGE, AND HANDLING �w ti qt A. Roofing material shall be delivered with labels intact in quantities required to assure continuity of application. B. Storage at the job site should be in a covered, ventilated area - ma)omum temperature 110' F. Store on a flat surface, to a height per pallet as recommended by the manufacturer. Do not store near steam pipes, radiators, etc., or in sunlight. All rolls must be stored or, end. C. In accordance with good roofing practice, bundles should not be dropped on edge nor should attempt be made to separate shingles by"breaking" over ridge or other bundles. This is particularly important at temperatures of 40° F or below. D. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. 1.08 WARRANTY A. Provide GAF Materials Co'poration Golden Pledge Limited Warranty. PART 2 - PRODUCTS 2.01 MANUFACTURERS-ASPHALT SHINGLES (edit as necessary) A. GAF Materials Corporation, product [Country Mansion] [Grand Sequoia] [Timberline Ultra] [Original Timberline] [Slateline] [Marquis WeatherMax] [Timberline 25] [Royal Sovereign] [Dubl-Coverage Tite-On]shingles. 2.02 ASPHALT SHINGLES (edit as necessary) A. Asphalt Shingles: UL Class A Rating and Wind Resistance Label, glass fiber mat base, mineral surface, color selected by Architect, Engineer, or Owner. B. Hip and Ridge Shingles: (Important: See Golden Pledge Limited Warranty for appropriate hip & ridge product to be used with selected shingle) [Country Mansion Hip and Ridge] [Grand Sequoia Hip and Ridge] [Timbertex Hip and Ridge] [TimberRidge Hip and Ridge] [RidgeTex Hip and Ridge] [Universal Hip and Ridge] [cut Marquis WeatherMax or Royal Sovereign strip shingles] 2.03 UNDERLAYMENTS A. Underlayment—Eave (Ice Dam) Protection: Sheet barrier of rubberized asphalt bonded to skid resistant fine granules, 58 mil (1.5 mm) total thickness, with strippable treated release paper. Weather Watch underlayment as manufactured by GAF Materials Corporation. OR A. Underlayment—Eave (Ice Dam) Protection: Sheet barrier rubberized asphalt bonded to skid resistant polyethylene, 58 mil (1.5 mm)total thickness, with strippable treated release paper. StormGuard underlayment as manufactured by GAF Materials Corporation. B. Underlayment—Roof Deck Protection: Cellulose/glass fiber composite building paper, water repellent breather type. Shingle-Mate underlayment as manufactured by GAF Materials Corporation, 2.04 ACCESSORIES A. Nails: Standard round wire shingle type, Zinc coated steel or aluminum, 10-12 gauge, barbed or deformed shank, with heads 3/8" (9.5 mm) to 7/16" (11 mm) in diameter. k Nails must be long enough to penetrate into solid wood deck at least 3/" (19 mm) or just through plywood and oriented strand board decks. B. Plastic Cement: ASTM C4586 Type I or Type II. C. Ridge Vent: COBRA Ridge Vent as manufactured by GAF Materials Corporation. D. Eave Ventilation: Soffit vents (Cobra Fascia Vent or Cobra Sof-Edge Vent, if applicable). E. New, non-corrosive, met�l step flashing, minimum 24 gauge (or equivalent) to be used as step flashing around chimneys, dormers, and side walls. F. New lead boots to be used around all plumbing vents. PART 3 - EXECUTION 3.01 EXAMINATION A. The old roof system must be torn completely off down to the roof deck. B. Verify deck is dry, sound, clean and smooth, tree of depressions, waves, or projections. C. Repair excessively resinous areas, loose knots, holes over 1" in diameter, and cracks over 1/2" in width with sheet metal. D. Replace damaged decking with new materials. 3.02 PREPARATION A. Fill knot holes and surface cracks with latex filler at areas of bonded eave protection. B. Broom clean deck surfaces under eave protection and underlayment. C. Install cricket(s) at all chimneys. 3.03 INSTALLATION - EAVE METAL AND EAVE ICE DAM PROTECTION A. Place eave edge metal flashings tight with fascia boards. Weather lap joints 2 inches or 51 mm and seal with roof cement. Secure flange with nails. B. Apply Weather Watch or StormGuard glass fiber rubberized asphalt eave protection in accordance with GAF Materials Corporation recommendations. C. Extend eave protection membrane minimum 2 feet upslope beyond the interior face of the exterior wall. 3.04 INSTALLATION —PROTECTIVE: UNDERLAYMENT IN VALLEYS A. Install full width of Weather Watch or StormGuard underlayment directly to deck in all valleys. Weather end laps 6 inches or 152 mm and press firmly to seal. 3.05 INSTALLATION - PROTECTIVE UNDERLAYMENT TO ROOF DECK A. (For slopes greater than 4" or 102 mm) Place one ply of Shingle-Mate underlayment as manufactured by GAF Materials Corporation over area not protected by eave or valley protection, with edges lapped a minimum of 2 inches or 51 mm over itself and eave protection, and have ends lapped a minimum of 4 inches or 102 mm over itself. Stagger end laps of each consecutive layer a minimum of 3 feet. In valleys, run Shingle-Mate minimum 6 inches or 152 mm over valley protection. Nail in place per manufacturer's requirements. OR A. (For slopes 2"-4" [51 mm to 102 mrnj) Place one ply of Shingle-Mate underlayment as manufactured by GAF MGterials Corporation over area not protected by eave or valley protection, with edges lapped a minimum of 19 inches or 483 mm over itself and eave protection, and have ends lapped a rnini num of 4 inches or 102 mm over itself. Stagger,end laps of each consecutive layer a rninirnum of 3 feet. In valleys, run Shingle Mate minimum 6 riches or 152 mm over valley protection. Nail in place per manufacturer's requiremE nts B. At all vent pipes, install a ? square foot piece of Weather Watch or StormGuard underlayment over Shincle-Mate underlayment). C. At all vertical walls, install Weather Watch or StormGuard underlayment so that it extends at least 6 inches or 152 mm up the vertical wall and 12 inches or 305 mm onto the horizontal roof(ove�ti ie Shingle Mate underlayment). D. At all chimneys, install Weather Watch or StormGuard underlayment around entire chimney extending up all ✓ertical surfaces at least 6 inches or 152 mm and 12 inches or 305 mm onto the horizontal roof (over the Shingle Mate underlayment). 3.06 INSTALLATION OF RAKE METAL A. Place rake edge metal flashings over eave ice dam and protective underlayment and tight with rake boards. VV�ather lap joints 2 inches or 50 mm and seal with roof cement. Secure flange with nails. 3.07 INSTALLATION - VALLEY PROTECTION A. (Note: This method can bE used for all shingle types) Lay a minimum 18 inch or 457mm width of 26 gauge G90 or galvanized flashing metal over the Weather Watch or StormGuard underlayment. Do not nail through this flashing to the deck. Nail 18 inches or 457 mm on center, immediately along the edge of the metal flashing so that the nails heads catch the edge of it. Snap diverging chalklines on the metal flashing on either side of the valley starting at 3 inches or 76 mrrn at the ridge and spreading 1/8 inch per foot or 3 mm per meter to the eave. Install the shingles toward the valley. Trim the last shingle in each course to lay on the chalkline. Never use a shingle trimmed to less than 12 inches or 305 mm to finish a course running into the valley. Apply a 2 inch or 51 mm wide by 1/16 inch or 1.6 mm thick trowelling of roof cement under the shingle ends. OR A. (Note: This method can be used for all shingle types) Run the first and only the first course of shingles from the higher sloped roof surface across the valley a minimum of 12 inches or 305 mm. Then extend all shingles from the lower sloped roof surface across the valley and nail not closer than 6 inches or 152 mm from the center of the valley. Trim all subsequent courses of shingles from the higher slope roof surface 2 inches or 51 mm from the valley center line to achieve a closed cut valley. OR A. (Note: This method can NOT be used for laminated shingles) Extend shingles from both roof surfaces across the valley in a weave pattern and nail not closer than 6 inches or 152 mm from the center of the valley. Extend shingles a minimum of 12 inches or 305 mm beyond valley center line to achieve woven valley. This procedure is not acceptable for laminated shingles. a 3.08 INSTALLATION -ASPHALT SHINGLES A. Install shingles in accordance with manufacturer's instructions. B. Install 4 or 6 nails per shincle. as recommended by local building codes. C. Install Hip and Ridge shingles per manufacturer's instructions. 3.09 INSTALLATION OF RIDGE VEN- A. Cut a 2 inch or 51 mm slo: along ridge, 1 inch or 25 mm on each side. Leave an uncut closed sheathing area of E inch or 152 mm at each end of the ridge. Cut through sheathing only, avoiding roof trusses. On houses with a ridge board, cut 3'/2 inch or 89 rnm slot, 1=% inch or 44 rnIT1 on each side. B. Uncoil COBRA Ridge Vent along the entire length of ridge, covering the uncut 6 inch or 152 mm sheathing areas of, both ends. Shorter lengths can be joined by caulking and butting the ends. C. Install ridge shingles directly over COBRA Ridge Vent. Use roofing nails of sufficient length to penetrate a mininnrrn of% inch or 19 mm into wood boards or just through plywood or oriented strand board decking, on centers recommended by the shingle manufacturer. Do not drive nails home; leave a 3% inch or 19 mm nominal step between the ridge shingles and the roof shingles. 3.10 INSTALLATION OF SOFFIT VENTS A. Uniformly install sufficient eave vents to equal or exceed ridge vent area, per the manufacturer's recommendations. 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F "3 �G e 4y ;i8{ tj !to '111 dol, U US 1 Milk I (>'tT ;w!111! 54-H-8,119-11 ¢i11 : i sc t pip 1-1gu !Rire sd 329 �saili[€i; HIM ° U 'H_ = • n �gfo a aw : � i. >- x-a :: 7:i ,;a lig is} i�g� a�+ a da's�2ei .33a 'gy l��I'li II s $$$i 1 s E 8i `s is r -l? fl-eV 81h Street .-1llantic reach. .Fl. 3?233 904-241-9031 904-249-0703 November 27th,2006 Line diagram for the: Mr. &Mrs. Tom Caughlin residence 1769 Beach Avenue Atlantic Beach, Fl. 32233 1-300 amp service set up with a 3 inch PVC conduit to the JEA Service feed at the street. 1 -200 amp sub panel, MLO, Nema 1 type,40 circuit . This will be fed with a 4/0 SER cable for appliances and equipment 1 - 100 amp sub panel,MLO,Nema 1 type 30 circuit. This will be fed with a#2 cable for lighting loads. SER AL Llv 15t�f AL, C&b�- j 6014. Zooiq E 0 1 pG p ,Z / 0 �Zv 2vy �f2C�r� -3 PV6 El3- 35D 14WN AL �"f✓"4 H H 8 a-t �� po(e an gc*szh AVe. up Alex S. Li baugh Master Electrician EC 13002296 SECTION 07311 -ASPHALT SHINGLES PART "1 - GENERAL 1.01 SECTION INCLUDES: A. Granular surfaced glass fiber mat reinforced shingle roofing. B. Moisture shedding underla�ment, eave, valley and ridge protection. C. Associated metal flashings. D. RldyU deli sufllt Vellts. 1.02 RELATED SECTIONS (edit as nEcessary) A. Division 6 Section "Rough Carpentry" for framing, wood decking and roof sheathing. B. Division 7 Section °Flashirg and Sheet Metal"for metal valley flashing, step flashing, drip edges, gutters, down pouts, and other sheet metal work. C. Division 7 Section "Roof Accessories" for hatches, skylights, roof penetrations, and other roof accessories. 1.03 REFERENCES (edit as necessary) A. ASTM 8209-Aluminum-Alloy Sheet and Plate B. ASTM D226 -Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. C. ASTM D228 - Method of Testing Asphalt Roll Roofing, Cap Sheets and Shingles. D. ASTM D4586 -Asphalt Roof Cement, Asbestos Free. E. ASTM D3161 -Wind Resistance of Asphalt Shingles F. ASTM D3018 - Class A Asphalt Shingles Surfaced with Mineral Granules. G. ASTM A361 - Sheet Steel, Zinc Coated (Galvanized) by the Hot-Dip Process for Roofing and Siding. H. ASTM 8370 - Copper Sheet and Strip for Building Construction. I. NRCA- Steep Roofing Manual. J. ARMA- Residential Asphalt Roofing Manual. K. UL 790- Tests for Fire Resistance of Roof Covering Materials. L. UL 997 - Wind Resistance of Prepared Roof Covering Materials. 1.04 SUBMITTALS (edit as necessary) A. Submit under provisions 0f application section. B. Product Data: Provide data indicating material characteristics, performance criteria, and limitations. C. Manufacturer's Installation Instructions: Indicate preparation required and installation procedures. 1.05 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the roofing system products specified in this section, with a minimum of 25 years of e)perience. B. Applicator: Factory-certified steep-slope roofing contractor. 1.06 REGULATORY REQUIREMENTS (edit as necessary) A. Conform to all applicable local codes. B. UL 790, Class A; UL 997, Wind Resistance. 1.07 DELIVERY, STORAGE, AND HANDLING • `a { A. Roofing material shall be delivered with labels intact in quantities required to assure continuity of application. B. Storage at the job site sho ald be in a covered, ventilated area - ma)omum temperature 110° F. Store on a flat surface, to a height per pallet as recommended by the manufacturer. Do not store near steam pipes, radiators, etc., or in sunlight. All rolls must be stored oi, end. C. In accordance with good roofing practice, bundles should not be dropped on edge nor should attempt be made to separate shingles by"breaking" over ridge or other bundles. This is particularly important at temperatures of 40° F or below. D. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. 1.08 WARRANTY A. Provide GAF Materials Co-poration Golden Pledge Limited Warranty. PART2 - PRODUCTS 2.01 MANUFACTURERS-ASPHALT SHINGLES (edit as necessary) A. GAF Materials Corporation, product [Country Mansion] [Grand Sequoia] [Timberline Ultra] [Original Timberline] [Slateline] [Marquis WeatherMax] [Timberline 25] [Royal Sovereign] [Dubl-Coverage Tite-On]shingles. 2.02 ASPHALT SHINGLES (edit as necessary) A. Asphalt Shingles: UL Class A Rating and Wind Resistance Label, glass fiber mat base, mineral surface, color selected by Architect, Engineer, or Owner. B. Hip and Ridge Shingles: (Important: See Golden Pledge Limited Warranty for appropriate hip & ridge product to be used with selected shingle) [Country Mansion Hip and Ridge] [Grand Sequoia Hip and Ridge] [Timbertex Hip and Ridge] [TimberRidge Hip and Ridge] [RidgeTex Hip and Ridge] [Universal Hip and Ridge] [cut Marquis WeatherMax or Royal Sovereign strip shingles] 2.03 UNDERLAYMENTS A. Underlayment—Save (Ice Dam) Protection: Sheet barrier of rubberized asphalt bonded to skid resistant fine granules, 58 mil (1.5 mm) total thickness, with strippable treated release paper. Weather Watch underlayment as manufactured by GAF Materials Corporation. OR A. Underlayment—Save (Ice Dam) Protection: Sheet barrier rubberized asphalt bonded to skid resistant polyethylene, 58 mil (1.5 mm)total thickness, with strippable treated release paper. StormGuard underlayment as manufactured by GAF Materials Corporation. B. Underlayment—Roof Deck Protection: Cellulose/glass fiber composite building paper, water repellent breather type. Shingle-Mate underlayment as manufactured by GAF Materials Corporation. 2.04 ACCESSORIES A. Nails: Standard round wire shingle type, Zinc coated steel or aluminum, 10-12 gauge, barbed or deformed shank, with heads 3/8" (9.5 mm) to 7/16" (11 mm) in diameter. A. (For slopes 2"-4" [51 mm to 102 mm]) Place one ply of Shingle-Mate underlayment as manufactured by GAF Materials Corporation over area not protected by eave or valley protection, with edges lapped a minimum of 19 inches or 483 mm over itself and eave protection, and have ends !tipped a minimum of 4 inches or 102 mm over itself. Stagger end laps of each consecutive layer a minimum of 3 feet. In valleys, run Shingle Mate minimum 6 inches or 152 mm over valley protection. Nail in place per manufacturer's requiremE nts. B. At all vent pipes, install a .21 square foot piece of Weather Watch or StormGuard underlayment over Shingle-Mate underlayment). C. At all vertical walls, install Weather Watch or StormGuard underlayment so that it e)dends at least 6 inches or 152 mm up the vertical wall and 12 inches or 305 mm onto the horizontal roof Lover the Shingle Mate underlayment). D. At all chimneys, install Weather Watch or StormGuard underlayment around entire chirnney ekending up all vertical surfaces at least 6 inches or 152 mm and 12 inches or 305 mm onto the horizontal roof over the Shingle Mate underlayment). 3.06 INSTALLATION OF RAKE METAL A. Place rake edge metal flashings over eave ice dam and protective underlayment and tight with rake boards. Weather lap joints 2 inches or 50 mm and seal with roof cement. Secure flange with nails. 3.07 INSTALLATION - VALLEY PROTECTION A. (Note: This method can be used for all shingle types) Lay a minimum 18 inch or 457mm width of 26 gauge G90 or galvanized flashing metal over the Weather Watch or StormGuard underlayment. Do not nail through this flashing to the deck. Nail 18 inches or 457 mm on center, immediately along the edge of the metal flashing so that the nails heads catch the edge of it. Snap diverging chalklines on the metal flashing on either side of the valley starting at 3 inches or 76 mrn at the ridge and spreading 1/8 inch per foot or 3 mm per meter to the eave. Install the shingles toward the valley. Trim the last shingle in each course to lay on the chalkline. Never use a shingle trimmed to less than 12 inches or 305 mm to finish a course running into the valley. Apply a 2 inch or 51 mm wide by 1/16 inch or 1.6 mm thick trowelling of roof cement under the shingle ends. OR A. (Note: This method can be used for all shingle types) Run the first and only the first course of shingles from the higher sloped roof surface across the valley a minimum of 12 inches or 305 mm. Then e)dend all shingles from the lower sloped roof surface across the valley and nail not closer than 6 inches or 152 mm from the center of the valley. Trim all subsequent courses of shingles from the higher slope roof surface 2 inches or 51 mm from the valley center line to achieve a closed cut valley. OR A. (Note: This method can NOT be used for laminated shingles) E)dend shingles from both roof surfaces across the valley in a weave pattern and nail not closer than 6 inches or 152 mm from the center of the valley. E)dend shingles a minimum of 12 inches or 305 mm beyond valley center line to achieve woven valley. This procedure is not acceptable for laminated shingles. s 3.08 INSTALLATION -ASPHALT SHINGLES A. Install shingles in accordance with manufacturer's instructions. B. Install 4 or 6 nails per shingle, as recommended by local building codes. C. Install Hip and Ridge shingles per manufacturer's instructions. 3.09 INSTALLATION OF RIDGE VEN-- A. Cut a 2 inch or 51 mm slo: along ridge, 1 inch or 25 mm on each side. Leave an uncut closed sheathing area of 6 inch or 152 min at each end of the ridge. Cut through sheathing only, avoiding roof trusses. On houses with a ridge board, cut 3'/Z inch or 89 mm slot, 13/ inch or 44 min on each side. B. Uncoil COBRA Ridge Vent along the entire length of ridge, covering the uncut 6 inch or 152 mm sheathing areas on both ends. Shorter lengths can be joined by caulking and butting the ends. C. install ridge shingles direcrly over COBRA Ridge Vent. Use roofing nails of sufficient length to penetrate a rninirrrum Of inch or 19 rnm into wood boards or just through plywood or oriented strand board decking, on centers recommended by the shingle manufacturer. Do not drive nails home; leave a 3/ inch or 19 mm nominal step between the ridge shingles and the roof shingles. 3.10 INSTALLATION OF SOFFIT VENTS A. Uniformly install sufficient eave vents to equal or exceed ridge vent area, per the manufacturer's recommendations. END OF SECTION. LORIDA DEPARTMENT OF oNN�N`p Pk6fE(iION ENVIRONMENTAL PROTECTION t a , Bureau of Beaches and Coastal Systems W FIORt6A I 3900 Commonwealth Blvd. Mail o , . . ail Station 300 Tallahassee, Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-382 Thomas R. and Judith A. Coughlin Permit Expires: October 25, 2009 c/o Kevin Partel, President Coastal Consulting & Restoration 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Chapter 6213-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions of the Final Order. Project Description: Construction of a single-family dwelling, swimming pool, other structures/activities, excavation, and placement of fill. Project Location: Between approximately 301 feet and 351 feet north of the Department of Environmental Protection's reference monument R-45, in Duval County. Project Address: 1769 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. Q estions rdi g t is tice should be directed to the undersigned at-the above address. David . Kriger,Permit ager Date DAK/dw cc; Permit File Joel Gaillard, Field Inspector Thomas R. and Judith A. Coughlin, Property Owner City of Atlantic Beach, Building Official Post Conspicuously on the ,Site DEP Fomi 73-131 (Updated 2/06) FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Coughlin Builder: Gary Grider Address: 1769 Beach Ave Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Coughlin Residence Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:56.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 15.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 56.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 15.50 _ 6. Conditioned floor area(ft') 5033 ft2 _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)696.0 ft2 - a. Geothermal Heat Pump Cap:60.0 kBtu/hr _ b. SHGC: COP:3.00 _ (or Clear or Tint DEFAULT) 7b. (Clear)696.0 ft2 - b. Geothermal Heat Pump Cap:60.0 kBtu/hr _ 8. Floor types COP:3.00 _ a. Slab-On-Grade Edge Insulation R=0.0,219.0(p)ft _ c. N/A _ b. Raised Wood,Stem Wall R=19.0,690.0fP _ _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,4750.0 ftz _ EF:0.92 _ b. N/A _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.92 d. N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ j DHP-Dedicated heat pump) a. Under Attic R=19.0,2249.0 ft2 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A - HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,25.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 51072 ASS Total base points: 59971 PASS I hereby certify that the plans and spe ifications covered by Review of the plans and �1:11E ST,q� this calculation are in complian specifications covered by this 4V� _ _ Fo Code. alculation indicates compliance PREPARE_D BY: with the Florida Energy Code. - DATE' © Before construction is completed I this building will be inspected for „ I hereby certify that thi building, desig compliance with Section 553.908 with the Florida Energy d Florida Statutes. c01)WE OWNER/AGEN _` BUILDING OFFICIAL: DATE: & 411�6i DATE 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5033.0 20.04 18155.0 Double,Clear E 2.0 7.0 36.0 42.06 0.88 1336.3 Double,Clear E 2.0 9.0 48.0 42.06 0.93 1886.3 Double,Clear S 2.0 7.0 36.0 35.87 0.82 1053.9 Double,Clear E 2.0 7.0 54.0 42.06 0.88 2004.5 Double,Clear N 2.0 7.0 36.0 19.20 0.92 636.1 Double,Clear N 2.0 4.0 6.0 19.20 0.83 95.8 Double,Clear N 2.0 7.0 18.0 19.20 0.92 318.0 Double,Clear S 5.0 7.0 18.0 35.87 0.58 371.3 Double,Clear W 2.0 7.0 18.0 38.52 0.88 612.6 Double,Clear W 2.0 7.0 42.0 38.52 0.88 1429.3 Double,Clear W 2.0 7.0 18.0 38.52 0.88 612.6 Double,Clear N 2.0 7.0 36.0 19.20 0.92 636.1 Double,Clear N 2.0 7.0 36.0 19.20 0.92 636.1 Double,Clear E 2.0 7.0 54.0 42.06 0.88 2004.5 Double,Clear E 2.0 7.0 36.0 42.06 0.88 1336.3 Double,Clear E 2.0 9.0 24.0 42.06 0.93 943.1 Double, Clear N 2.0 7.0 18.0 19.20 0.92 318.0 Double,Clear S 2.0 7.0 36.0 35.87 0.82 1053.9 Double,Clear W 2.0 10.0 27.0 38.52 0.95 987.3 Double,Clear N 2.0 7.0 36.0 19.20 0.92 636.1 Double,Clear W 2.0 10.0 27.0 38.52 0.95 987.3 Double,Clear S 2.0 7.0 36.0 35.87 0.82 1053.9 As-Built Total: 696.0 20948.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 5.0 4750.0 1.00 4750.0 Exterior 4750.0 1.70 8075.0 Base Total: 4750.0 8075.0 As-Built Total: 4750.0 4750.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 96.0 6.10 585.6 Exterior 96.0 6.10 585.6 Base Total: 96.0 585.6 As-Built Total: 96.0 585.6 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2249.0 1.73 3890.8 Under Attic 19.0 2249.0 2.34 X 1.00 5262.7 Base Total: 2249.0 3890.8 As-Built Total: 2249.0 5262.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 219.0(p) -37.0 -8103.0 Slab-On-Grade Edge Insulation 0.0 219.0(p -41.20 -9022.8 Raised 690.0 -3.99 -2753.1 Raised Wood,Stem Wall 19.0 690.0 -1.50 -1035.0 Base Total: -10856.1 As-Built Total: 909.0 -10057.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 5033.0 10.21 51386.9 5033.0 10.21 51386.9 Summer Base Points: 71237.2 Summer As-Built Points: 72876.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 56000 btuh,SEER/EFF(15.5)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 72876 0.50 (1.09 x 1.147 x 1.05) 0.220 1.000 10577.8 (sys 2:Central Unit 56000 btuh,SEER/EFF(15.5)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 72876 0.50 (1.09 x 1.147 x 1.05) 0.220 1.000 10577.8 71237.2 0.4266 30389.8 72876.3 1.00 1.318 0.220 1.000 21155.7 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 f FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 5033.0 12.74 11541.7 Double,Clear E 2.0 7.0 36.0 18.79 1.05 708.2 Double,Clear E 2.0 9.0 48.0 18.79 1.03 927.3 Double,Clear S 2.0 7.0 36.0 13.30 1.18 564.3 Double,Clear E 2.0 7.0 54.0 18.79 1.05 1062.3 Double,Clear N 2.0 7.0 36.0 24.58 1.00 887.9 Double,Clear N 2.0 4.0 6.0 24.58 1.01 148.8 Double,Clear N 2.0 7.0 18.0 24.58 1.00 443.9 Double,Clear S 5.0 7.0 18.0 13.30 2.17 520.5 Double,Clear W 2.0 7.0 18.0 20.73 1.03 385.1 Double,Clear W 2.0 7.0 42.0 20.73 1.03 898.7 Double,Clear W 2.0 7.0 18.0 20.73 1.03 385.1 Double,Clear N 2.0 7.0 36.0 24.58 1.00 887.9 Double,Clear N 2.0 7.0 36.0 24.58 1.00 887.9 Double,Clear E 2.0 7.0 54.0 18.79 1.05 1062.3 Double,Clear E 2.0 7.0 36.0 18.79 1.05 708.2 Double,Clear E 2.0 9.0 24.0 18.79 1.03 463.6 Double,Clear N 2.0 7.0 18.0 24.58 1.00 443.9 Double,Clear S 2.0 7.0 36.0 13.30 1.18 564.3 Double,Clear W 2.0 10.0 27.0 20.73 1.01 567.3 Double,Clear N 2.0 7.0 36.0 24.58 1.00 887.9 Double,Clear W 2.0 10.0 27.0 20.73 1.01 567.3 Double,Clear S 2.0 7.0 36.0 13.30 1.18 564.3 As-Built Total: 696.0 14537.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul,Exterior 5.0 4750.0 5.70 27075.0 Exterior 4750.0 3.70 17575.0 Base Total: 4750.0 17575.0 As-Built Total: 4750.0 27075.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 96.0 12.30 1180.8 Exterior 96.0 12.30 1180.8 Base Total: 96.0 1180.8 As-Built Total: 96.0 1180.8 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2249.0 2.05 4610.4 Under Attic 19.0 2249.0 2.70 X 1.00 6072.3 Base Total: 2249.0 4610.4 As-Built Total: 2249.0 6072.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 219.0(p) 8.9 1949.1 Slab-On-Grade Edge Insulation 0.0 219.0(p 18.80 4117.2 Raised 690.0 0.96 662.4 Raised Wood,Stem Wall 19.0 690.0 0.80 552.0 Base Total: 2611.5 As-Built Total: 909.0 4669.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 5033.0 -0.59 -2969.5 5033.0 -0.59 -2969.5 Winter Base Points: 34550.0 Winter As-Built Points: 50564.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Geothermal Heat Pump 60000 btuh ,EFF(3.0) Ducts:Unc(S),Unc(R),Att(AH),R6. 50564.9 0.500 (1.069 x 1.169 x 1.05) 0.333 1.000 11005.4 (sys 2:Geothermal Heat Pump 60000 btuh,EFF(3.0) Ducts:Unc(S),Unc(R),Att(AH),R6. 50564.9 0.500 (1.069 x 1.169 x 1.05) 0.333 1.000 11005.4 34550.0 0.6274 21676.6 50564.9 1.00 1.306 0.333 1.000 22010.8 EnergyGaugeTA°DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave, Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.92 3 0.50 2635.00 1.00 3952.5 50.0 0.92 3 0.50 2635.00 1.00 3952.5 As-Built Total: 7905.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 30390 21677 7905 59971 21156 22011 7905 51072 PASS 4,V11 E STg..-� o l�C0A WE EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®1FIaRES'2004 FLRCSS v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1769 Beach Ave,Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK - -- - -- Exterior Windows&Doors 606 1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area .5 cfm/sq.ft._door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; 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 606.1.ABC.1.2.2 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 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of 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 606.1.ABC.1.2.4 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 rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded-by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric).or cutoff gas)must be provided. External or built-in heat-trap required. Swimming Pools&Spas 612.1 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%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score,the more efficient the home. Coughlin Residence, 1769 Beach Ave, Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 56.0 kBtu/hr _ •3. Number of units,if multi-family l _ SEER: 15.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 56.0 IcBtu/hr 5. Is this a worst case? No _ SEER: 15.50 _ 6. Conditioned floor area(ft') 5033 ft' _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)696.0 ftz - a. Geothermal Heat Pump Cap:60.0 kBtu/hr b. SHGC: COP:3.00 _ (or Clear or Tint DEFAULT) 7b. (Clear)696.0 ft' - b. Geothermal Heat Pump Cap:60.0 kBtu/hr _ 8. Floor types COP:3.00 _ a. Slab-On-Grade Edge Insulation R=0.0,219.0(p)ft _ c. N/A _ b. Raised Wood,Stem Wall R=19.0,690.Oftz _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=5.0,4750.0 ftZ _ EF:0.92 _ b. N/A _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.92 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0,2249.0 ftz _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,25.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building TRE ST Construction through the above energy saving features which will be installed(or exceeded) i, a 0 in this home before final inspection.Otherwise,a new EPL Display Card will be completed rmr based on installed Codec pliant features. f Builder Signature: Date: Address of New Home: /Z�� 14G�Xe- City/FL Zil)-A/ *T/- ,,,/e� j epDWE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu 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. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. $nergyGauge®(Version:FLRCS %v4.0) Coughlin Residence HVAC Load Calculations for Gary Grider 1864 Nightfall Drive Neptune Beach, FL 32266 Mk CE-1-fty1ftnit HVAC L oAos Pre red B GI n Jones cean State Hea r�dit+en 1476 Atl ntic_Blvd. Neptune Bea h, FL 32266 (904)2 -8251 Tuesday, Nove ber 14,2006 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach, FL 32266-1798 Page 2 - Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Gary Grider\Coughlin.rhv Project Title: Coughlin Residence Designed By: Ocean State Heating &Air Conditioning Project Date: Tuesday, November 14, 2006 Client Name: Gary Grider Client Address: 1864 Nightfall Drive Client City: Neptune Beach, FL 32266 Client Phone: 463-4606 Client Fax: 246-1082 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904)249-8949 Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures - - -- -- - Total Building Supply CFM: 3,456 (3.8 AC/hr) CFM Per Square ft.: 0.687 Square ft. of Room Area: 5,033 Square ft. Per Ton: 612 Building Loads Total Heating Required With Outside Air: 116,418 Btuh 116.418 MBH Total Sensible Gain: 75,951 Btuh 85 % Total Latent Gain: 13,316 Btuh 15 % Total Cooling Required With Outside Air: 89,267 Btuh 7.44 Tons (Based On Sensible+ Latent) 8.22 Tons (Based On 77%Sensible Capacity) Notes - - - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r,�........ Mioariav Nrniamhar 1d 9nnF 1.4R PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach,FL 32266-1798 -- -__ _ - __- -. _ _. Page 3 Load Pre view Report Sens Lat Net Sens Win Sum Adi Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM CFM Size Building: 7.44 Net Tons, 8.22 Recommended Tons, 612 ft.2/Ton 116 42 MBH Heating Building 5,033 75,951 13,316 89,267 116,418 1,513 3,456 3,456 System 1: 3.68 Net Tons, 4.12 Recommended Tons, 676 ft.2/Ton, 62.75 MBH Heating System 1 2,784 38,054 6,061 44,115 62,747 816 1,731 1,731 24 Zone 1 2,784 38,054 6,061 44,115 62,747 816 1,731 1,731 1-Storage 573 3,810 840 4,650 14,389 187 173 173 173 2-5 2-Living 441 9,704 1,574 11,278 13,028 169 442 464 442 4-6 3-Sitting Room 352 6,886 1,181 8,067 10,690 139 313 329 313 3-6 4-Kitchen/Laundry 476 4,318 315 4,633 4,122 54 196 196 196 2-6 5-Foyer 252 1,867 656 2,523 5,856 76 85 85 85 1-5 6-Media Room 460 7,789 787 8,576 8,036 104 354 443 354 4-6 7-Office 230 3,680 708 4,388 6,626 86 167 167 167 2-5 System 2: 3.76 Net Tons, 4.10 Recommended Tons, 548 ft 2/Ton, 53.67 MBH Heating System 2 - --2,249 37,897 7,255 -- 45,152 53,671 698 1,724 - 1,724 24 Zone 1 2,249 37,897 7,255 45,152 53,671 698 1,724 1,724 8-Master Bedroom 450 9,542 2,062 11,604 12,964 169 434 434 434 4-6 9-Study 450 8,030 1,068 9,098 10,184 132 365 365 365 3-7 10-Master Bath 271 2,479 320 2,799 3,850 50 113 113 113 1-6 11-Stairs/Laundry 342 4,234 641 4,875 7,355 96 193 241 193 2-7 12-Bedroom 2 368 6,806 1,582 8,388 9,659 126 310 310 310 3-6 13-Bedroom 3 368 6,806 1,582 8,388 9,659 126 310 366 310 3-7 TiiPcrinv Nnvamhar 14. 2no& 1.46 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach, FL 32266-1798 -- - _- -- - Page 4 Tota/Bui/digg Summary Loads Component Area Sen Lat Sen Total Description _ _ Quan Loss _ _Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 576 16,704 0 25,352 25,352 9G French Door Double Clear Glass Wood Frame 120 2,506 0 7,322 7,322 10D Door Wood Solid Core 96 1,767 0 998 998 14B Wall 8" or 12" Block+ R-5 4750 27,355 0 10,463 10,463 16D Ceiling Under Vent. Attic- R-19 Insulation 2249 4,768 0 5,127 5,127 191 Floor Over Basement/Encl Crawl Carpet+ R-19 690 663 0 0 0 22A Slab on Grade No Edge Insulation 219 7,094 0 0 0 Subtotals for structure: 60,857 0 49,262 49,262 People: 6 1,380 1,800 3,180 Equipment: 0 4,600 4,600 Lighting: 0 0 0 Ductwork: 19,403 0 12,657 12,657 Infiltration: Winter CFM:823, Summer CFM: 366 36,158 11,936 7,632 19,568 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 75,951 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 116,418 13,316 75,951 89,267 Check Figures - - - - --- Total Building Supply CFM: 3,456 (3.8 AC/hr) CFM Per Square ft.: 0.687 Square ft. of Room Area: 5,033 Square ft. Per Ton: 612 Building Loads Total Heating Required With Outside Air: 116,418 Btuh 116.418 MBH Total Sensible Gain: 75,951 Btuh 85 % Total Latent Gain: 13,316 Btuh 15 % Total Cooling Required With Outside Air: 89,267 Btuh 7.44 Tons (Based On Sensible + Latent) 8.22 Tons (Based On 77% Sensible Capacity) Notes - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .._....�n__:__a_�n,.....n.:.�,..\r+......L.l:.. .l.., Tccrlov r�lniomhor id onna 1•AA PAA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach, FL 32266-1798 -_ - - _ _ Page 5 System 1 - Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 300 8,700 0 14,109 14,109 9G French Door Double Clear Glass Wood Frame 66 1,378 0 3,650 3,650 10D Door Wood Solid Core 96 1,767 0 998 998 14B Wall 8" or 12" Block+ R-5 2488 14,328 0 5,480 5,480 j 191 Floor Over Basement/Encl Crawl Carpet+ R-19 690 663 0 0 0 22A Slab on Grade No Edge Insulation 219 7,094 0 0 0 Subtotals for structure: 33,930 0 24,237 24,237 People: 0 0 0 0 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 10,457 0 6,342 6,342 Infiltration: Winter CFM: 418, Summer CFM: 186 18,360 6,061 3,875 9,936 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 38,054 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 62,747 6,061 38,054 44,115 Check Figures _ Supply CFM: 1,731 (3.7 AC/hr) CFM Per Square ft.. 0.622 Square ft. of Room Area: 2,784 Square ft. Per Ton: 676 System Loads -_ .---_-__-------- -- Total Heating Required With Outside Air: 62,747 Btuh 62.747 MBH Total Sensible Gain: 38,054 Btuh 86 % Total Latent Gain: 6,061 Btuh 14 % Total Cooling Required With Outside Air: 44,115 Btuh 3.68 Tons (Based On Sensible + Latent) 4.12 Tons (Based On 77%Sensible Capacity) Notes -- ___.- ---- --_ ----- Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. IA 9MA I-AA PNA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach,FL 32266-1798 - - -- --- - - -- ------ --- _. _ - Page - System 2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 276 8,004 0 11,243 11,243 9G French Door Double Clear Glass Wood Frame 54 1,128 0 3,672 3,672 14B Wall 8" or 12" Block+ R-5 2262 13,027 0 4,983 4,983 16D Ceiling Under Vent. Attic- R-19 Insulation 2249 4,768 0 5,127 5,127 Subtotals for structure: 26,927 0 25,025 25,025 People: 6 1,380 1,800 3,180 Equipment: 0 1,000 1,000 Lighting: 0 0 0 Ductwork: 8,946 0 6,315 6,315 Infiltration: Winter CFM: 405, Summer CFM: 180 17,798 5,875 3,757 9,632 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 37,897 Temperature Swing Multiplier: X 1.00 System 2 Load Totals: 53,671 7,255 37,897 45,152 Check Figures --- -- - - Supply CFM: 1,724 (3.8 AC/hr) CFM Per Square ft.: 0.767 Square ft. of Room Area: 2,249 Square ft. Per Ton: 548 System Loads - Total Heating Required With Outside Air: 53,671 Btuh 53.671 MBH Total Sensible Gain: 37,897 'Btuh 84 % Total Latent Gain: 7,255 Btuh 16 % Total Cooling Required With Outside Air: 45,152 Btuh 3.76 Tons (Based On Sensible+ Latent) 4.10 Tons (Based On 77% Sensible Capacity) Notes ---- _... ---- _ ----- -----_ Calculations are based on 7th edition of ACOA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ��....... Ti iowiav NInvamhor i d gnnR 1-AR PKA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach, FL 32266-1798 Page 7 - - - - - - System I Room Load Summary Htg Htg Run Run Clg Clg -CIg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM - - . -- -- - ---Zone 1--- _ _ --- 1 Storage 573 14,389 187 2-5 636 3,810 840 173 1.00 173 173 2 Living 441 13,028 169 4-6 590 9,704 1,574 442 1.05 464 442 3 Sitting Room 352 10,690 139 3-6 558 6,886 1,181 313 1.05 329 313 4 Kitchen/ Laundry 476 4,122 54 2-6 500 4,318 315 196 1.00 196 196 5 Foyer 252 5,856 76 1-5 623 1,867 656 85 1.00 85 85 6 Media Room 460 8,036 104 4-6 564 7,789 787 354 1.25 443 354 7 Office 230 6,626 86 2-5 614 3,680 708 167 1.00 167 167 System 1 total 2,784 62,747 816 38,054 6,061 1,731 1,858 1,731 System 1 Main Trunk Size: 24 in. Velocity: 551 ft./min Loss per 100 ft.: 0.030 in.wg Cooling System Summary_____ - - -- - --- -- - Cooling Sensible/Latent Sensible Latent Total Tons __-_-- Shit - _ Btuh Btuh Btuh Net Required: 3.68 86%/ 14% 38,054 6,061 44,115 Recommended: 4.12 77%/23% 38,054 11,367 49,421 �.�cra aoti,, ,,.no.,.o 4o�(_on,(,rirlcr�(�ni,nhrn rhv TuPcrtav NnvPmhar 14- Poo 1.46 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Coughlin Residence Neptune Beach, FL 32266-1798 Page 8 System 2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM - - - - ---Zone 1--- -- - _-- - 8 Master Bedroom 450 12,964 169 4-6 553 9,542 2,062 434 1.00 434 434 9 Study 450 10,184 132 3-7 456 8,030 1,068 365 1.00 365 365 10 Master Bath 271 3,850 50 1-6 574 2,479 320 113 1.00 113 113 11 Stairs/Laundry 342 7,355 96 2-7 451 4,234 641 193 1.25 241 193 12 Bedroom 2 368 9,659 126 3-6 526 6,806 1,582 310 1.00 310 310 13 Bedroom 3 368 9,659 126 3-7 456 6,806 1,582 310 1.18 366 310 System 2 total 2,249 53,671 698 37,897 7,255 1,724 1,828 1,724 System 2 Main Trunk Size: 24 in. Velocity: 549 ft./min Loss per 100 ft.: 0.030 in.wg Cooling System Summary - Cooling Sensible/Latent Sensible Latent Total Tons Split - Btuh Btuh Btuh Net Required: 3.76 84%/ 16% 37,897 7,255 45,152 Recommended: 4.10 77%/23% 37,897 11,320 49,217 ni....,..... Tt iacriav Nnvamhar 14 9nnF 1.4Fi PM Engineered Lumber Residential Guide Fastening Recommendations for Side-Loaded, Multiple-Piece Members Maximum Uniform Load Applied to Either or Both Outside Pieces(Pounds per lineal foot) Refer to General Notes page 48. * Numbers in the chart indicate load,in pounds per lineal foot which may be applied to either side based solely on the connection. • Floor joists must be attached with approved metal hangers.Refer to pages 16,52 and 53 for hanger recommendations. • Concentrated side loads from beam to beam connections may require additional consideration. Fasteners 2-Ply 3-Ply 4-Ply IN comma bails 505 If . 2 r o.Rom P 380p1f Not Recommended OI tZ"o.c! Iso Comma Nails 760 If s Row. P , 570 plf., Not Recommended ®72•ac.' v4'x31rr Scmvs • 2 Rom 500 pif 375 If P 024' c. 330 plf o. SteggeredZs1 . V4•x3I/r Samm 995 If 2 Rows P 745 plf 665 pif 012'aa1•34 Tnotak'"Semes . 2 Raw. 525 pif 375 pif 335 ff ®2r as p Staggered z7 a Iz2Ro:` ° 505 Pf ° ° 380 plf ° ° 340 If ° °2r'". P Staggeredi O O O 1/Y Belle O O O O O O O O O „ 2 Rows 1015 plf 760 plf 675 pif 0 12"a.c! O O O ° O O O O O 1.Values for connections may be factored for spacings other than 12"o.c.,double for 6"o.c.,triple for 4"o.c.,divide by 1.33 for 16"o.c.,divide by 2 for 24"o.c. (Maximum spacing not to exceed 24"o.c.for screws and bolts or 16"o.c,for nails.) 2.Stagger each row of fasteners by 12". 3.Screws are United Steel Products WS Series or Simpson Strong-Tie*SDS Series installed per manufacturer's recommendations. 4.For 4-ply members,screws must be 6"long and applied from both sides. 5.Use FastenMasters TrussLok'screws-3%*long for 2-piy,5"long for 3-ply,or 6'/i"long for 4-piy.Connection values may be doubled for 12"on-center a" spacing.Install per manufacturer's recommendations.Do not overtighten screws in an attemptto countersink them. eel "Ae G*wW'I-PaWlis COrpwatfon,April 2006 49: ,w di" ..O mcanntnG BSeuiLoinG SUPPLIES OF JACKSONVILLE, INC. TRUSS DIVISION 11155 Philips Parkway JACKSONVILLE, FLORIDA 32256 PHONE: (904)268-8225 Part A ' Plumb-cut Square-cur 9 g Align bottom of template with cut mark. ice- 1X handle f L�, �. Part B r` Square-cut guide Part A � r . � Engineered joist tiVeb or rafter MOW 1 Chord Illustrates! by Charles Miller .w OR Grider Bldrs. es , Job#: J-06-0629 File#: Salesman: Don Brewer " Designer: Ron Bertin Manning Building Supplies qor and eLvery Aate `Job: Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Date: 9/26/200 Phone:(904)268-8225 ' Fax:(904)260-2981 Tom Coughlin Resd. ! Del.Date: 1769 Beach Ave. _ � Atlantic Beach FL 32233 Cover Sheet S Truss Level Qty Span Description 26 12-00-00 F1 16" WI-60 I-Jois 4 08-00-00 F4 16" WI-60 I-Jois 4 18-00-00 F2 16" WOI-60 I-Jo 15 22-00-00 F3 16" WOI-60 I-Jo • Qty Description 4 HU316-2 Hot Dip Galvan 90 IUT316 Hot Dip Galvaniz 6 HU416 Hot Dip Galvaniz Qty Span Description 2 04-00-00 BM1 16"LVL ( ----- " 2 18-00-00 BM2 16"LVL 2 06-00-00 BM3 16"LVL 2 22-00-00 BM4 16"LVL HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 ,Ilk Qty Span Description Pitch OHL TC Size Truss O/A Height Weight _ TC/BC OHR BC Size Ext.Weight Trusses: 0 Hangers: 100 Jacks: 0 Beams: g Piggy Backs; 0 I-Joist: 49 Total Trusses in Package: 0 Rim Board: 0 HomeSASE by Alpine Engineered Products,Inc. Page 2 of 2 04 wo • -04 .R .f. **m > 30'8" -1D cn i -r, M , 11 11 11 11 11 r- MS H _ zw FQ N)cin C-) c N m� CO N A!w M — W i m� W30 ' r to N C -- mM CO T m !.I O 11:1M O N ....... ...... .. -._ OD Au m \ cry W CD r r CLQ m 0 cn a a m m (D CD I N m L L AMP O -urL 4.5.. . 1 .. M F- C 0 W N H = .. .. Zf Mm -0 7 zonl�om-uo r r 71 nv I Ul 2) M m -- ,,,Omn�m� �U 0 M O L m r o z=cz MOC • COO Zo o CO 0�m�frCOCD I -I Z �J 7 COO cn m 0)msrr-M 0 O — (D 07 p� cn-I CO IDX F I =mzc: Z Om cr---Im`nc`ni» C� R 0 CD -I 00- zOM C S = scnr0-Tl (D �:7 rrt® rm o r-�:1D Z (D � G7 �- �,s c)c 0 — < z -<zomcn Q (D �� zcv)z m 0_ m0 MMS o n r 0 0 z cn :1D U) mo O r ; n m o I I mO I I I I I I I I i I I I I I � I I I I I I I I I I D La-----------a— ----------- —�-----------�J MP 40 .. -�, .� �, .� .A .. ..� .,� ..a .� .,� .w .,. .� .�. .. *,� .., .� EEEE ., .. N -aa ARM -W 40 .. i am �s a!u>, Georgia�acific WIDE OPEN'" woo miles. ® Engineered Lumber Specifications Introducing the new WIDE OPEN'" WOOD I BEAM" Joist from Georgia-Pacific. The leading WIDE flange I joist just got better with the addition of pre-cut web openings for faster, easier installation of most mechanical services. The 16" deep, Wide Open series joist is an advanced pre-engineered wood product that utilizes Georgia-Pacific technological expertise in wood fiber and adhesives. G-P's Engineered Lumber Products are delivered to you through Georgia-Pacific's nationwide distribution system. • 16" deep, six standard lengths trimmable as • 21/z" wide, high-strength solid lumber flange shown below 9 FiberStrong® OSB web • Two large 113/4"pre-cut round holes and one large 113/4'"x 16"pre-cut obround hole per piece ' Proprietary web-to-flange joint • Indexed end for hole alignment • Excellent dimensional stability with broader gluing and nailing surfaces • Lightweight (3.71bs/ft), cost-efficient and easy Limited Lifetime Warranty to work with Hole Locations Allowable Trim Area las indicated) In addition,a 1Y:"hole may be placed in the web of Cut to length from this end only. the joist between either end of joist and nearest hole. 0' C-2'h" 7'-5" 10'-7%" 12'-5" 14' 16' 18' 20' 22' 24' 1 14 w0 Y ♦+ 4 C 16' ... .... _ I � m 8, •; I I I 1 I , I � I d 0' T-3" 13'-6" CO) 20' 141ww cL O I I O 22' C I I 1 No rnw MV. 41 I I I ur-ovu- 3 I L Z4 1 I , I M- Exceptfor cutting to length,top and bottom flanges of the joist may not be cut or drilled. NO CUTS NO CUTS TRIM AREA NO CORTAR �- NO CORTAR IAREA DE COMM WUUU BEAM" W I D E M A T T E R S`" IV i ./ ,7 ! W1 60 and W1 80 THE NEW WI SERIES JOIST is the t f SOLID SAWN WIDE FLANGE CHOICE! f 21/2" and 31/2" Lumber Flange with FiberStrong® OSB Web i 1 An advanced pre-engineered wood product which utilizes Georgia-Pacific's technological expertise in f r f • f • wood fiber, resins, and adhesives. Georgia-Pacific Engineered Wood Products are delivered from the forest to our mills and to you through our nationwide distribution system. II 40 PSF Live Load + 10 PSF Dead Load Improved Performance (L/480) r Joist Joist Spacing(Simple Span) ' f P 9( P P ) Spacing(Multiple Span) Depth Series 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"O.C. 16"o.c. 19.2"o.c. 24"o.c. 113/8" WI 60 22'-08" 20'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" r 14" WI 60 25'-09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07" 23'-08" 19'-09" r f 16" WI 60 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" 17-1WI80 28'-06" 1 26'-11" 1 25'-01" 34'-02" 31'-01" 29'-03" 23'-11" r f For shipping weights contact Georgia-Pacific. _ NOTES: f--2'/:"WI 60— 1.These span charts are based on uniform loads,as noted above; 1'/="2 X10 live load deflection is limited to U480 for better performance. ,-- — Floor performance is greatly influenced by the stiffness of the f f I i r floor joists.Experience has shown that joists designed to the t , code minimum live load deflection(U360)will result in a floor which may not meet the expectations of some end users.G-P f I f f f r strongly recommends floor spans for Wood I Beam joists be limited to those given above,which are based on U480 live load deflection.(One-third stiffer than required by code.) 2. Spans are clear distances between supports,and are based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-Floor of minimum thickness%z"(40/20 or 20 oc)for 21/2"or 31/z"x 11/2" joist spacing of 19.2"or less,or 1%?(48/24 or 24 oc)for a joist Solid Lumber spacing of 24".Adhesive must meet APA AFG-01.If sheathing is Flange nailed only(not recommended),reduce spans by 12" 3. Minimum end bearing length is 1%:'Minimum intermediate FlberStrong• bearinglength is 3%. 4. End spans of multiple-span joists must be at least 40%of the OSB Web adjacent span. \ .' 5. For loading other than that shown above,refer to Uniform Load Tables,use G-P FASTBeam®selection software,or contact G-P Engineered Lumber Technical Services. 6. Not all products are available at all distribution centers; contact G-P for availability. iZ1 'See complete Warranty for terns,conditions and limitations from: . Georgia-Pacific Corporation,133 Peachtree Street,Atlanta,GA 30303. 21/2'or 31/2"x 11/2" Solid Lumber Flange WOOD BREAM" F - L U M B 6 R http://WWW.gp.COM/build/englumber -• • - I , --- _J .. -,� .�, .� .. .. .,a .,� ..� HOLE LOCATION FOR MULTIPLE SPAN JOISTS Do not drill or cut flanges. Q a i - chart See dimension --.! :� c chart notek4—►; ;.—dimension—. PON Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 21, 3" 4„ 5„ 6%" 7" 81, s„ U 8/e 9" 10" 10%" 12" 12'/<" 10' 0-6 1-0 1-6 2-6 3-6 12' 0-6 1-6 2-6 3-6 5-0 14' 2-0 3-0 4-0 5-0 6-0 9y" 16' 2-0 3-0 4-0 5-0 6-6 18' 2-0 3-0 4-0 5-6 7-0 20' 1-0 2-6 4-0 5-6 7-6 12' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 4-6 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 Q 16' 0-6 1-6 2-6 3-6 5-0 5-6 6-6 7-0 Q` 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 11%" 20 2-0 3-0 4-0 5-0 6-6 7-0 8-0 9-0 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 24' 2-6 4-0 5-0 6-0 8-0 8-6 10-0 11-0 26' 1-6 3-0 4-0 5-6 7-6 8-6 10-0 11-0 -- 28" 0-6 10 2-0 4-_0 6-6 7-6 9-6 11-0 Example 6e/aw .,.. - 12' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 2-6 2-6 3-6 4-6 14' 0-6 1-0 1-0 1-6 1-6 '24 3-0 _6 4-0 5-0 6-0 16' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 f 0 1 6` µ 2-6 3-6 4 6 5 6 6-0 6 6 7 6 8-6 20 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6 6 7-6 8-6 14" _, .. 22 0-6 1 0 1-6 2-6 4-0 5-0 6 6 , 7 6 , -,-7-6 9-0. 10 0 . _ .,. 24 0 6 1 6 2 6 4 0 5-6 6-6 76 8-6 9-0 10-0 ll'-6' 26' 0-6 2-0 3-0 4-6 6-0 7 0 _ 86 90 96 11-0 12_0 - $"' 28' 0-6 1-0 2-6 4-06-0 7-0 8-6* 9-6 10-0 13 0 11 6 30' 0-6 1-0 1-0 1-6 3-6 4-6 6-6 8-0 9 0 11-6 12-6 32' 0-6 1-0 1-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 14' : 0-6 1-0 1-0 1-6 1-6 1-6 1-6 1-6 2-0 . 3-03-6 4-0 5-0 6-0. 16 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0. , 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-0 1.6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 PIN 20' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 161, 22' 0-6 1-0 1-0 1-6 1-6 2-6 4-0 4-6 5-0 6-6 7-6 7-6 9-0 10.0 11 24' 0-6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7-6 8-6 9-0 10-0 11-6 26' 0-6 1-0 1-0 1-6 3-6 4-6 5-6 6-6 7-0 8-0 9-0 9-6 10-6 12-0 28' 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 2-0 4-0 5-0 6-6 8-0 8-0 10-0 11-0 11-6 13-0 14-6 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0 9-0 11-0 11-0 13-0 15-0 NOTES: 5.For joists with more than one span,use the longest span to determine hole 1.Hole locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. Determine the allowable location of a 9"round hole in a 14"deep joist which t .A 1%"hole may be placed anywhere in the web of the joist. has multiple spans of 16'and 20'. 3.The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth,move to the right allowable round hole diameter. and find 20,in the joist span column and move across the chart to intersect 4.For multiple holes:The clear distance between the holes must equal or the 9"round hole column.The nearest allowable location to either bearing is exceed twice the diameter of the largest hole,or twice the longest side 6-6 or 6'-6" r of a rectangular hole. OR .. am e, HOLE LOCATION FOR SIMPLE SPAN JOISTS Do not drill or cut flanges. J; chart See chart dimension --.; .—nate 04—.; .--dimension LJ Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6%" 7" 8" 8Y:" 9" 10" 10%" 11" 12" 12%" 10' 0-6 0-6 1-0 1-0 2-0 12' 0-6 0-6 1-0 2-0 3-0 9%' 14' 0-6 1-0 2-0 3-0 4-0 16' 1-6 2-0 3-0 4-0 5-0 18' 0-6 1-6 3-0 4-0 5-0 20' 0-6 0-6 1-0 2-0 3-6 a 12' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 14' 0-6 0-6 1-0 1-0 1-6 2-6 3-6 4-0 kk QQr 16, 0-6 0-6 1-0 1-6 2-6 3-6 4-6 5-0 Q` 11%" 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 20' 1-0 2-0 2 6 3-6 4-6 5-6 6-6 7-0 _ _- 22' 0-6 0-6 2-0 3-0 . .. 4-6 5-6 6-6 7-6 24' 0-6 0-6 1-0 2-6 A-0 .5-6 6-6 t 7-6 Example below 26' 0-6 0-6 1-0 1-0 2-0 4-0 6-0 7-0 ,10' 0.6 0 6 1-0 1-0 1-0 1 6 1-6 1-6 1 6 2-0 2-0 - _r.. 12' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 L 1-6 1-6 2-6 3-0 14 ....L 0-6 -0,7 � -1-Q_ 1-6 ,1-6 ...:.2-0 _....2-6 3-6 4-0 , ^ 16 0-6 0-6 1 0 1-0 1-0 1-6 2-6 3-0 3-6 4-6 5-0 :. 18' 1-0 1-0 20 3 40 46 56 6-0 14" 20' 0-6 0-6 10 1-0 2-0 3-0 4-6 5-0 5-6 6-6 7-0 _.. _ - 22' 0-6 0-6 .10 2-0 3-0 4-0 5-67-6 a 6-0 6-6 7 6 8-0 24' 0-6 1-0 2-0 3-0 4-0 5-0 6-6 7-0 7-6 8-6 9-0 26 0-6 0 6 1-0 2-0 3-0 4-6 5-6 6-6 7-0 8-6. 9-0 28' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-6 4-0 6-0 8-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-6 5-0 7-0 9-0 14' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 2-0 2-0 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 16 1-6 1-6 2-0 3-0 3-0 4-6 5-0. 18' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2-0 3-0 4-0 4-0 5-6 6-0 20' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-6 7-0 16" 22' 0-6 0-6 1-0 1-0 1-0 2-0 3-0 4-0 4-0 5-0 6-0 6-0 7-6 8-0 24' 0-6 0-6 1-0 1-0 2-0 3-0 4-0 5-0 5-0 6-0 7-0 7-0 8-6 9-0 26' 0-6 0-6 1-0 2-0 3-0 4-0 5-0 6-0 6-0 7-0 8-0 8-0 9-6 10-0 28' 0-6 0-6 1-0 1-0 1-6 3-0 4-0 5-0 5-6 6-6 7-6 8-0 9-0 10-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 9-0 10-6 32' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 2-0 4-0 5-6 6-0 8-0 9-6 P„ NOTES: EXAMPLE: 1.Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole in a 14"deep joist which 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. 2.A 1Y2"hole may be placed anywhere in the web of the joist. Enter the chart in the left column and find 14"joist depth,move to the right 3.The longest side of a rectangular hole shall not exceed three-fourths the and find 20' in the joist span column and move across the chart to intersect allowable round hole diameter. the 9"round hole column.The nearest allowable location to either bearing is 4.For multiple holes:The clear distance between the holes must equal or 5-6 or 5'-6". exceed twice the diameter of the largest hole,or twice the longest side of a rectangular hole. 4" ..s .. n INSTALLATION DO'S AND DON'TS DO NOT DO t ` Do not cut or notch flanges (except birdsmouth cuts in -; roof it. R4&R6.) ; „•ai:. DO NOT DO am 00 not violate hole chart rules. ♦—(Refer to hole charts)--� DO NOT DO Do not birdsmouth cut bottom flange at high and of rafter. Continuous wedge or r Support beam approved fastener Support beam Wood I Beam 0OWoodISeam (Refer to detail R2.) DO NOT DO or DO .J. J', Ili' i ii� '• �•r' 1H10 Do not hang Wood I Beam joist by top flange or web. Rlm Board anger DO NOT DO or DO — — — Rafter !ar 1 a I PExtend floor sheathing q _ -a to outside face of wall. aqe� Do not bevel cut joist beyond inside lace of wall. ( Wood I Beam blocking or FiberStrong® rim board : required at bearing for lateral support Hanger ow •w ALLOWABLE HOLES FOR UNIFORMLY LOADED BEAMS 8"(min.)spacing 9 between holes,typical. G-P Lam*LVL or Maximum of three Glulam beam 1 holes per span. t l ,►I 1"maximum round hole(s) I 0, 0. O O O 0. O I --------------- O , Q 1/3 span middle 1/3 span ' IQ 1/3 span NOTES 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 2.1"maximum round hole diameter.No rectangular holes are allowed. 3.Use a minimum 8"spacing between holes and no more than three holes per span. so 4.Chart is valid for single and multiple span uniformly loaded beams only.Chart is not valid for cantilever sections. 5.Minimum beam depth of 914". I. I I Do not notch,drill or cut G-P Lam®LVL except as shown in this publication. mcanntnG eUILDinG SUPPLIES 8" rBns OF JACKSONVILLE, INC. TRUSS DIVISION 11155 Philips Parkway p JACKSONVILLE, FLORIDA 32256 PHONE: (904)268-8225 dart A Part_B Plumb-cut Square-cut guide guide Align bottom of template with cut mark, r,} r lop handle c Part 8 Square-cut guide Part A Web� „ � Engineered joist or rafter Chord Illustrated by Charles Miller .s w pop Engineered Lumber Residential Guide Fastening Recommendations for Side-Loaded, Multiple-Piece Members ' Maximum Uniform Load Applied to Either or Both Outside Pieces(Pounds per lineal foot) Refer to General Notes page 48. • Numbers in the chart indicate load,in pounds per lineal foot which may be applied to either side based solely on the connection. • floor joists must be attached with approved metal hangers.Refer to pages 16,52 and 53 for hanger recommendations. • Concentrated side loads from beam to beam connections may require additional consideration. Fasteners 2-Ply 3-Ply 4-Ply ted commoe Nails 505 If z Rows p 380p1f Not Recommended IN c ROM Nrb 3 764 Pff 574 plf. Not Recommended 3 Rows 7111x3 Wr 3""" me 2 375 Pf 330 pfRow500 1 a z4-D.C. ' Staggeradr•xr V4•x3 Vr Semss 211 995 plf 745 plf 665 plf ' Trssalek'•Sersws , 2 Row. 525 plf 375 Pf 335 plf 012r D.C. Staggored trr ealr ° 505 ff 0 11 L ° ° 2 Row. P 380 plf ° 340 plf ° e 2r D.C. StaggsnWI 0 0 0 '2 Rom ° 1015 pif ° ° 760 Pf ° ° 675 If ° 2 Raw. P ®t z•D.C., 0 0 0 0 0 0 0 0 0 1.Values for connections may be factored for spacings other than 12"o.c.,double for 6"o.c.,triple for 4"o.c.,divide by 1.33 for 16"o.c.,divide by 2 for 24"a.c. (Maximum spacing not to exceed 24"o.c.for screws and baits or 16"o.c.for nails.I 2-Stagger each row of fasteners by 12". 3.Screws are United Steel Products WS Series or Simpson Strong-Te*SDS Series installed per manufacturer's recommendations. 4.For 4-ply members,screws must be 6"long and applied from both sides. 5.Use FastenMastare TrussLok"screws-3 W long for 2-ply,5"long for 3-ply,or 61/41 long for 4-ply.Connection values may be doubled for 12"on-center spacing.Install per manufacturer's recommendations.Do not overtighten screws in an attemptto countersink them. Georgia-P"ft Corporedon,Apid 200 49 .R -w uiller• ob`Inform�ttid�; Grider Bldrs. Job#: J-06-0629A File#: Salesman: Don Brewer res) Designer: Ron Bertin Manning Building Supplies eportandDelt�+eytDate ,,Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 9/26/2006 Tom Coughlin Resd. Phone:(904)268-8225 ` Fax:(904)260-2981 1769 Beach Ave. Del.Date:f— Atlantic Beach FL 32233 Cover Sheet Truss Level 2nd Floor rGeorgia�cific • Qty Span Description 29 24-00-00 F5 16" WOI-60 Wo 3420-00-00 F6 16" WO1-60 Wo 2 16-00-00 F7 16" WOI-60 Wo 5 10-00-00 F8 16" WI-60 I-Jois • Qty Description 83 IUT316 Hot Dip Galvaniz 2 SUL314 Hot Dip Galvani 2 SUR314 Hot Dip Galvani 3 HU416 Hot Dip Galvaniz Qty Span Description 2 20-00-00 BM5 16"LVL 2 08-00-00 BM6 16"LVL 2 06-00-00 BM7 16"LVL 3 14-00-00 BM8 16"LVL HomeBASE by Alpine Engineered Products,Inc. Page 1 of 2 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight Trusses: 0 Hangers: 90 Jacks: 0 Beams: 9 Piggy Backs; 0 I-Joist: 70 Total Trusses in Package: 0 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 an �Q-------------�----------- 0--------------- Wm L C Y_ r O O - O O Nma) L £ L Ln L co I >Q UC L (A ° N£ 9.8O6amEEm C� O� LriL LO L C L -0 U 61 0 3 * O Omt'OLN 77 N U LrE - T.E M H O OrUC�L 1 �k L L O O C O I .k N U1 L 0 m CU -D- O-Z C 17, T T E £ 0 3 L_ L N m Z 00- m0-0 J Ld L— NV OO F m0 a CL m r O - L Em U) (D U1 2-0 (D N Jm rNC10 LLLL m co y L C� N U'O O O LL )k F-(�_5 N - O O k OT--O .y O N E L C N 7 C m O mr•- 00-rLX N — Lr� moo £+ N 0.0 m m D m • L L m m o C m= -r LO_c _ CM_D Or- L CL a r C, 0- 0_0X - O\- O CU C O nr 3 £+ nt._-0O £ (D h Co co - I.i Lt_ LL � LL � U 0W (f) co (�H —+3 r CD I I— m CD O ON I NWm ~ 0 ¢ro !—W m j co ~ v � O O Z \ / o�m I m y i ¢m m Cn X A , . LLJ I I � _� I I• _. �J. Jz W L H v m u n N -' LL N 9 D co L C0 N L CUA (� > 9)— �r CZ Cll L Lo N N � a O CZ _c m CJS O [ 3 N 0 - [ m rCo CD CU — O 0-Ln OM 0 _ m CT) (_D a_cN I i CD m D .. H OC-D O� Z J ----- W Lam'----- U W H =� >� z rr z H Z Ln m U CL Cn LO O O J W �CE N B.OE � J ^ O -� N (V *� ..� �, •,, ..� .,� ..� .,� �w .,� .,� •., r �. � �i /- \ �i ..� �. -� .. .� .,� �w .�, ..� .� .� ,� .�. .,� .� .R .� ..� .� -� .�. .�. .. �* / ---� � -moi ��i .,� ., .� �. .�, .,� •e ... ., .,, .� .,� ., ••> ..� .,� ..b -,� .�, .,� .�, ..�, .� -�, .. .� �•. .�, .,� .� ••� ..,� .,� -r, .�, Georgia-PWIDE OPEN" acific w_D=$M® Engineered Lumber Specifications Introducing the new WIDE OPEN'" WOOD I BEAM" Joist from Georgia-Pacific. The leading WIDE flange I joist just got better with the addition of pre-cut web openings for faster, easier installation of most mechanical services. The 16" deep, Wide Open series joist is an advanced pre-engineered wood product that utilizes Georgia-Pacific technological expertise in wood fiber and adhesives. G-P's Engineered Lumber Products are delivered to you through Georgia-Pacific's nationwide distribution system. e 16" deep, six standard lengths trimmable as a 21/2" wide, high-strength solid lumber flange shown below e FiberStrong® OSB web e Two large 113/4"pre-cut round holes and one e Proprietary web-to-flange joint large 113/4"x 16"pre-cut obround hole per piece e Indexed end for hole alignment a Excellent dimensional stability with broader gluing and nailing surfaces e Lightweight (3.7 lbs/ft), cost-efficient and easy e Limited Lifetime Warranty to work with Hole Locations Allowable Trim Area las indicated) In addition,a 1'h"hole may be placed in the web of Cut to length from this and only. the joist between either end of joist and nearest hole. 0' 4'-2'h" T-5" 10'-71h" 12'-5" 14' 16' 18' 20' 22' 24' I 14' H w CD I � I 0 18' Q I I 1 I 0' 7'-3" 10'-5'h" 13'-8" ' H 20' C, I C 1 I d 22' I I I Except for cutting to length,top and bottom flanges of the joist may not be cut or drilled. NO CUTS NO CUTS TRIM AREA NO CORTAR MUMS NOCOAR AREADE CORTAR SEAM® W I D E M A T T E R S` .� ..� .. .w .,� ., .�, .�. -, .,� .�, •v.l 160and W1 80 f A�j„ - 00 . 0 f. THE NEW WI SERIES JOIST is the r r SOLID SAWN WIDE FLANGE CHOICE! 21/2" and 31/2" Lumber Flange with FiberStrong® OSB Web ' t An advanced pre-engineered wood product which utilizes Georgia-Pacific's technological expertise in wood fiber, resins, and adhesives. Georgia-Pacific Engineered Wood Products are delivered from the forest to our mills and to you through our nationwide distribution system. 40 PSF Live Load + 10 PSF Dead Load Improved Performance (L/480) ow Joist Joist Spacing(Simple Span) Spacing(Multiple Span) Depth Series 12"o.c. 16"o.c. 19.2"a.c. 24"o.c. 12"o.c. 16"a.c. 19.2"o.c. 24"a.c. 113/8" WI 60 22'-08" 20'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" ' 1 • t 14" WI 60 25'-09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07" 23'-08" 19'-09" 16" WI 60 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" 16" WI 80 31'-04" 28'-06" 26'-11" 25'-01" 34'-02" 31'-01" 29'-03" 23'-11" For shipping weights contact Georgia-Pacific. 31/="WI 80 NOTES: 21h"WI 60 1.These span charts are based on uniform loads,as noted above; 1'h"2 X10 ", live load deflection is limited to U480 for better performance. Floor performance is greatly influenced by the stiffness of the floor joists.Experience has shown that joists designed to the code minimum live load deflection(U360)will result in a floor which may not meet the expectations of some end users.G-P M8 strongly recommends floor spans for Wood I Beam joists be limited to those given above,which are based on U480 live load --- --� deflection.(One-third stiffer than required by code.) \ 2. Spans are clear distances between supports,and are based on composite action with glued-nailed APA Rated Sheathing or 1111"" Sturd-I-Floor of minimum thickness%2"(40/20 or 20 oc)for 21/2"or 311z"x 11/2" joist spacing of 19.2"or less,or 1/a2"(48/24 or 24 oc)for a joist Solid Lumber spacing of 24".Adhesive must meet APA AFG-01.If sheathing is Flange nailed only(not recommended),reduce spans by 12" 3. Minimum end bearing length is 1%:'Minimum intermediate FiberStrong• bearing length is 3%: OSB Web 4. End spans of multiple-span joists must be at least 40%of the adjacent span. \ � 5. For loading other than that shown above,refer to Uniform Load Tables,use G-P FASTBeam•selection software,or contact G-P Engineered Lumber Technical Services. 6. Not all products are available at all distribution centers; contact G-P for availability. 1 'See complete Warranty for terms,conditions and limitations from: . IAI• Georgia-Pacific Corporation,133 Peachtree Street,Atlanta,GA 30303. . 21/2"or 31/211 x 11/21' Solid Lumber Flange WOOD BEAM® -- - �� I L U M B 8 R http://www.gP.Com/build/englumber '• ' - I--- —J .�, ..4 ,. ..� ... .,� •w -,� .�, HOLE LOCATION FOR MULTIPLE SPAN JOISTS Do not drill or cut flanges. chart See chart dimension--.; :—note#4 .—dimension—. Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2' 6"). Joist Joist Circular Hole Diameter Depth Span 2" 3„ 4" 51, 6%" 7" 8" 8°/1' 9" 10" 10%!' 11" 12" 12'/" 10' 0-6 1-0 1-6 2-6 3-6 12' 0-6 1-6 2-6 3-6 5-0 14' 2-0 3-0 4-0 5-0 6-0 9Y2" 16' 2-0 3-0 4-0 5-0 6-6 18' 2-0 3-0 4-0 5-6 7-0 20' 1-0 2-6 4-0 5-6 7-6 12' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 4-6 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 16' 0-6 1-6 2-6 3-6 5-0 5-6 6-6 7-0 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 1-10 11%" 20' 2-0 3-0 4-0 5-0 6-6 7-0 8-0 9-0 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 24' 2-0 4-0 5-06-0 8-0 8-6 10-0 11-0 26' 1-6 3-0 4-0 5-6 7-6 8-6 10-0 11-0 2-0 4-0 6-6 7-6 9-6 11-0 ' ' Examp/ebe/ow - 12' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 2-6 2-6 3-6 4-6 14' 0-6 1-0 1-0'' 1-6" 1-6 2-0 3-0' .,ry. 3-6 4-0 5-0 6-0 _ _ _ __.. , 16' 0-6 1-0 1 0 1-6 2-6 3-0 4-0 5-0 5-0 6-0' 7-0 7 18 0-6 1 0 1-6-; 2-63-6 4 6 5-6 6-0 fi-6 7-6 8-6 20 142�1 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 0-6 1-0 1-6� 2-6 4-0 5-0 6-6 '6. 7 6 9-0 10 0 T 24' 0-6 1-6~ 2-6 4-0 5-6 : 6-6 7-6 8-6 9-0 10-0 .11-6 26 0.6 2-0 '. 3-0 4-6 6-0 7-0 8 6 9-0 9-6 T1 Q12-Q' - 1 21 280-6 1-0 2-6 4-0 6-0~ 7-0 8-6 9-6 10-0 11-6 _ 13-0 30' 0-6 1-0 1-0 14 711 3-6" 4-6 6-6 8-0 9-0 11-0 12-6 ; 32' 0-6 1-0 1-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 + 14' 0-6 1-0 —1-0_ 1-6 1-6 1-6 1-6 1-6 2-0 3-0 3-6 4-0 5-0 6-0 16 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 W 20' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 16" 22' 0-6 1-0 1-0 1-6 1-6 2-6 4-0 4-6 5-0 6-6 7-6 7-6 9-0 10-0 24' 0-6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7-6 8-6 9-0 10-0 11-6 26' 0-6 1-0 1-0 1-6 3-6 4-6 5-6 6-6 7-0 8-0 9-0 9-6 10-6 12-0 28' 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 2-0 4-0 5-0 6-6 8-0 8-0 10-0 11-0 11-6 13-0 14-6 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0 9-0 11-0 11-0 13-0 15-0 NOTES: 5.For joists with more than one span, use the longest span to determine hole 1.Hole locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. � .A 1Y,'hole may be placed anywhere in the web of the joist. has ultiplrmine e spans of allowable6'and location'. a 9 "round hole in a 14"deep joist which 3.The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth,move to the right allowable round hole diameter. and find 20'in the joist span column and move across the chart to intersect 4.For multiple holes:The clear distance between the holes must equal or the 9"round hole column.The nearest allowable location to either bearing is exceed twice the diameter of the largest hole,or twice the longest side 6-6 or 6'-6" I" of a rectangular hole. am .A .,a HOLE LOCATION FOR SIMPLE SPAN JOISTS Do not drill or cut flanges. AI .0 Q C" rt See Chari �-- dimension ►i jam—note#4—►j j.—dimension—► Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6%" 7" 8" 8'/:" 9" 10" 10%;' 11" 12" 12�;' 10' 0-6 0-6 1-0 1-0 2-0 aw 12' 0-6 0-6 1-0 2-0 3-0 9%' 14' 0-6 1-0 2-0 3-0 4-0 16' 1-6 2-0 3-0 4-0 5-0 18' 0-6 1-6 3-0 4-0 5-0 20' 0-6 0-6 1-0 2-0 3-6 a► 12' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 14 0-6 0-6 1-0 1-0 1-6 2-6 3-6 4-0 16' 0-6 0-6 1-0 1-6 2-6 3-6 4-6 5-0 11%" 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 20' 1-0 2-0 2-6 3-6 4-6 5-6 6-6 7-0 22' 0-6 0-6 2-0 3-0 4-6 5-6 6-6 7-6 24' 0-6 0-6 1-0 2-0 4-0 5 6 6-6 7-6 Example below 26' 0-6 0-6 1-0 1-0 2-0 4-0 6-0 7-0 1.0' 0-6 0-6 1-0 `1-0 1=0 1-6 1-6 1-6 1 6 2-0 2-0 12' 0-6 0-0 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-6 3-0 14' D-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2 6 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 3-6 4-6 5-0 18' 0-6 0-6 14 1-0 1-0" 2-0 3-6 4-0 4 6 5 6 6-0 _. . ,.... .:. 14" 20' 0-6 0-6 1-0 1-0 2-0 3-0 4-6 5-0 5-6 6-6 7-0 ee� - 22, 0-6 0-6 10 ( 2-0 ;3-0 4=0 J1 6-6 6-0 6-6 7-6 8-0 24' 0-6 1-0 2-0 3-0 4-0 5-0 6-6 7-0 7-6 8-6 9-0 '26' 0-6 0-6 1-0 2-0 3-0 4-6 5-6 6-6 7-0 8-6 9-0 28' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-6 4-0 6-0 8-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-6 5-0 7-0 9-0 14' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 2-0 2-0 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 3-0 3-0 4-6 5-0 18' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2-0 3-0 4-0 4-0 5-6 6-0 20' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-6 7-0 we 16" 22' 0-6 0-6 1-0 1-0 1-0 2-0 3-0 4-0 4-0 5-0 6-0 6-0 7-6 8-0 24' 0-6 0-6 1-0 1-0 2-0 3-0 4-0 5-0 5-0 6-0 7-0 7-0 8-6 9-0 26' 0-6 0-6 1-0 2-0 3-0 4-0 5-0 6-0 6-0 7-0 8-0 8-0 9-6 10-0 28' 0-6 0-6 1-0 1-0 1-6 3-0 4-0 5-0 5-6 6-6 7-6 8-0 9-0 10-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 9-0 10-6 32' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 2-0 4-0 5-6 6-0 8-0 9-6 NOTES: EXAMPLE: 1.Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole in a 14"deep joist which 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. 2.A 1%"hole may be placed anywhere in the web of the joist. Enter the chart in the left column and find 14"joist depth,move to the right 3.The longest side of a rectangular hole shall not exceed three-fourths the and find 20' in the joist span column and move across the chart to intersect allowable round hole diameter. the 9"round hole column.The nearest allowable location to either bearing is 4.For multiple holes:The clear distance between the holes must equal or 5-6 or 5'-6". ) exceed twice the diameter of the largest hole,or twice the longest side '"" of a rectangular hole. 4" we ..p INSTALLATION DO'S AND DON'TS FDOTDO cut or notch flanges t birdsmouth cuts inr{{1 }tails R4&R6.) a' SKY { so Y �N ®` DO NOT DO .S I lSttl _ I I Do not violate hole chart rules. �—(Refer to hole charts)—� DO NOT DO Do not birdsmouth cut bottom flange at high and of rafter. a" tt Continuous wedge or r Support beam approved fastener Support beam Islas Wood I Beam10 Wood I Beam (Refer to detail R2.) DO NOT DO or DO lit •iii. :t' .' I Illi ? Rim Do not hang Wood I Beam joist by tap flange or web. Board •? Hanger .1 go DO NOT DO or DO — _ _ Rafter Extend floor sheathing q to outside face of wall. a�e� _ Ir Do not bevel cut joist beyond inside face of wall. ` Wood I Beam blocking or FiberStrong® s• rim board .. required at bearing for lateral support Hanger OR ALLOWABLE HOLES FOR UNIFORMLY LOADED BEAMS 8"(min.)spacing between holes,typical. G-P Lam'LVL or Maximum of three Glulam beam 1 holes per span. 1 1 ♦ 1 1"maximum round hole(s) I O: 0, O rO O: O 1/3 span middle 1/3 span 1/3 span O 1001 NOTES 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 2.1"maximum round hole diameter.No rectangular holes are allowed. 3.Use a minimum 8"spacing between holes and no more than three holes per span. 4.Chart is valid for single and multiple span uniformly loaded beams only.Chart is not valid for cantilever sections. 5.Minimum beam depth of 914". Do not notch,drill or cut G-P Lam®LVL except as shown in this publication. { i .� .� .� .� .� ..� .�, ..a .« ..a .4 $ r8s uilde . Grider Bldrs. I Job#: J-06-0629B File#: '* Salesman: Don Brewer Designer: Ron Berlin Manning Building Supplies Report andDeL ierDate Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 9/26/2006 Phone:(904)268-8225 ' Fax:(904)260-2981 Tom Coughlin Resd. Del. Date: 1769 Beach Ave. Atlantic Beach FL 32233 Cover Sheet Truss Level ROOF APmud Panner of AIPInEn{In..ed Pmdud.,I- Wooffruss Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 8 30-08-00 T1 Duo Common Vlt 7.5/0 00-00-00 2x12 08-11-05 246.3 LB 00-00-00 2x4 1970.0 LB 2 30-08-00 T2 Duo Girder Vlt 4ply 7.5/0 00-00-00 2x12 08-11-05 5957.1 LB 00-00-00 2x6 11914.3 LB 7 22-06-01 T3 Duo Common 11.5/0 00-00-00 2x4 06-11-06 156.6 LB 00-00-00 2x4 1096.5 LB 34 35-00-00 T4 Attic 9/0 00-00-00 2x12 10-01-08 419.9 LB 00-00-00 2x8 14276.6 LB 0 35-00-00 T5 Attic (alt Load) 7.5/0 00-00-00 2x12 00-00-00 0.0 LB 00-00-00 2x8 0.0 LB 0 35-00-00 T6 Attic (alt Load) 7.5/0 00-00-00 2x12 00-00-00 0.0 LB 00-00-00 2x8 0.0 LB 0 35-00-00 T7 Attic (chimney loa- 7.5/0 00-00-00 2x12 00-00-00` 0.0 LB 00-00-00 2x8 0.0 LB 6 35-00-00 T8 Attic 9/0 00-00-00 2x12 10-01-08 361.1 LB 00-00-00 2x8 2166.6 LB 2 35-00-00 T9 Attic 9/0 00-00-00 2x12 08-01-08 302.3 LB 00-00-00 2x8 604.6 LB Qty Description 26 HTU26 Hot Dip Galvaniz 16 HGUS48 Hot Dip Galvan Georgiafegflo Qty Span Description 4 11-00-00 BM9 9.5"LVL aew 12 04-00-00 BM10 9.5"LVL HOIDeBASE by Alpine Engineered Products,Inc. Page 1 of 2 „o .m sm sm no am mm Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/13C OHR BC Size Ext.Weight Trusses: 65 Hangers: 42 Jacks: 0 Beams: 16 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 65 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 2 of 2 4" am , fir -TA 0,F + tt , 33i ow Sit►actural Eae�r# `l qc ? k � � � m 4v r pal' tttl1 fie „, .. Wit `l�N €1 tlmsed , Maces strite � ;* Sfikf o the �tet3r afi Tx4 , .°' ec ` am ta n , hsThe dtet19a$�D�vtartr y iTsh dve t aaahe . 3. 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OR MANNING BUILDING SUPPLY Ron Berlin 14 Sep 2006 1:48 pm 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Geor ia-Paci#c Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0629.FBD Grider 1769 Beach Ave. Mark# : Beam - Roof Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 0/12 3.5", 750 psi L3.5", 750 psi 10'3" LOADS Project Design Loads:Roof.,Live=30 psf,Dead=17 psf; Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) 744 475 125% 0 010" 10'3" me Uniform(plf) 9 0 0 0 10'3" Self Weight "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 on Max R'n 3857 3857 Min R'n 1424 1424 DL R'n 1424 1424 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3152 1 9'4' 41 7898 125% 0.40 M(ft-lbs) 9885 1 5'2' 41 16320 125% 0.61 LtRn(lbs) 3857 0 0.0. 41 9188 100% 0.42 See Note#4 RtRn(lbs) 3857 0 10'3" 41 9188 100% 0.42 See Note#4 LLDefl(in.) 0.26 1 5-2- 41 0.34 11478 TLDefl(in.) 0.41 1 5-2- 41 0.51 0301 USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12" o%(one row 2"from top,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 40 11.Design valid for dry-use only(less than 16%moisture content). 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout. 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Z A III >< CD - n d A J O D 1p (D O N C W tJi O N UI m• E 7U I_n O O O -C� _ n •9 .n V ° `D co �-. z➢ cry-fi a N o •• ACD N NN NN NNN G7 I (D -05 N �' CD J 00000000 - OO a lD-,Z� rDR.. ... ocn-ry zn o n z x a �IMIIII►A11NiN N n.n A CY) cnCDo o o cn a x N O x N X -n- -o OJ �D O (./) N X I N D - 0 s W W _ _ J A r t0 n M�• 3 C O (D 70 -I rte + oma, ➢ v * _ C, c O 3 F- o o r o o �' -� _- CD n �' o m c� z D o o A CO x �* •-•N �•�•.� D T -1 N Ln c n w 00 _ III o . . . . . NaA� s A O i-•r G7 .•C7 tD X W N 4 O O V CD4. n (D N O O O O O rD I r O Cn \ _ a v rD o (n cn N N cn n TI T m m O O A I D OD V N C J CL - C� m V) S O O70 O O A T1 m ('� .Z7 ➢ m N O -s �O -Jto1A A 3 z m m Z S Q N n ("D O � C -i O n a crl �� a CD C) CD Y O \ to N TAP► t0 D \ I U1 W m o N - N U1 OD O N O o Ol OD � N OD � 3 •� *+e .,, -m -w Andersen, 400 Series Products with Stormwatche Protection Design Pressure,Air Infiltration and Sound Transmission Ratings 400 Series Products with DP Upgrade For units with High-PerformanceTM Low-E4 TM Impact-Resistant Glass For units with High-Performance TM Low-E4TM Glass Sound !.Outdoor/. Sound 'i Outdoor/ AAMA/NWWDA Trans. Indoor Trans Indoor Perfarmance 101/I.S.2.97/NAFS--02'; Clan 's,Tmn&Class Performance Class Tram Class Andenan Product Raodgt Standard? (STC) ORC^ Andersen Product Rating? (STC) OITC w4 +� , T011, C C 50 40 x 53 i �4Avttl p1d+M DP+60 60 26 22 #�Wsd t .DP+50/65 psf _...0 C 50 28 x 72 30 26....,-- 00 A 19 � F C 50 60 x 72 34510 3462 3856 38510 3862 DP+S 27 22 DP+50/-65 psf F R 50 53 x 60 35 30 I �� - All OtherTilt-Wash Double Hun sizes DP+50/65 27 ! 22 I Fresh I1 �g bpf DP+50 65 psf H L C50 46 x 76 h 32 27 SeflesTl#t Ran_ four DP+50 65 28 22 „ /.,.. p _ x �� / �00 Seniistt �ilufrg X00 Serfes PiYulrif� DP+50/-65 psf F C 50 67 x 76 34 28 � 4IH1tnifdM OP+50/65 28 23 . y{� ibt#fie lil~, h H 4— 'N' F t#d° ttio xxm craeDP+50/65 psf F R 50 46 x 39 32 26 160611 DP+40/40 31 26 iTfes��" 8080 DP+50/-50 31 26 � pti F DP+50/65psf F R 50 96 x 20 NA NAPRM _..; _._,. e: rtf DP+5 65 psf F C 50 123 x 63 35 29 ��` � ,DT+50/50' 31 26 SDP+50/(L FR 50 96 x 72 NA NA w DP+65/65 psf SKG C 65 30 x 48 32 i 27 H p DP+50/65 31 26 DP+65/65 z. 32 27 6068 8080 DP+50/65 psf SGD C 50 31 I 28 ymafr tn£d �zs« .i,.,, ,,,w, z '�, t : •r 400 Series Products with Stormwatch'Protection 3068 ._ " " µ _ m DP+50%65 sf HGD C 50 33 28 Air Infiltration and Testing with Monolithic 6068 DP+50/65 psf 1 _HGD C 5034 29 Impact-Resistant Glass 6080 DP+50/65 psf HGD C 50 34 I 29 sound outdoor/ f �-Y •`� a c F '" ..", ,, '�''' Mn ,� x t? 't ham. Indoor kCtSe� S#tk f3S1 �[Cww Performance clan Tans Cuss Andersen'Product,.Y F Rating? 6068 DP+50/-65 psf 1 HGD R 50 34 30 DP+50/-52 psf I j 3068 DP+50/-65 psf HGD R 50 i 33 I 28 `#tteH!i otNS DP+60/-64 psf DP+67/-82 psf 34 31 DP 50 -- 6080 a + /65 psf ..., w HGD R 50 33 ?$".•. t° I ... Vs fe a4 Pictu ndTrA� DP+67/-75 psf I 37 34 CfoF Si c, DP+50%65 psf SLT LC 65 35 31 'R� ��_ --- — - - _.. u.., rlci u r �> DP+67/-71 psf NA NA •�, DP+50/- psf TR LC 65 35 31 « a - ._.__ _ _ . 35 _.,.",...-.... qQ S!two DP+67/-71 psf_I 36 3 32 DP-Design Pressure � AI 'li DP+67/-71 pSf NA NA t In conformance with the applicable AAMA/WDMA I.S.2/NAFS-02 testing requirements,a '�Qt, DP+67/-71 psf i NA ' NA sample unit in a particular type of window or door at the minimum required test size has 55er(es CITCI C1Yai Vlfi DP+67/-82 psf NA NA been tested.Larger or smaller units of a particular type may vary from the tested performance ;, 'h,t �r '�, ^-i-- rating.Contact your Andersen supplier for more information. ^ STC and OITC ratings given are for individual units based on independent tests and represent 6068 DP+45/-60 p!f 35 29 the entire unit Higher STC and OITC values may be available with other glazings.Contact Andersen for more information. 4368 _ _ 35 ! 30 This data is accurate as of May 1,2006.Due to ongoing product changes,updated test results,or new Industry standards,this data may change over time. 5i�$«lftsS DP+62/77 psf36 34 Call your Andersen representative for current performance information or upgrade options. 35 ;,.....32 6080 _._ ...._ _ v_ DP+6%55�34 J, 31"-- DP-Design Pressure T Dade County Protocol TAS 201.202,203-94 5TC and OITC ratings own are for Individual unim bawd on Independent teen and mpnewnt the entire unit Higher STC and OITC values may be available with other paongs. Contact Andersen for more information. This data is accurate as of May 1,2006.Due to ongoing product changes,updated test results, or new industry standards,this data may change over time. Call your Andersen representative for current performance information or upgrade options. 96 i Installation Guide Installation Guide Andersen. for Andersen° 400 Series Frenchwood° Hinged Patio Doors or ' 400 Series FrenchwoodcR Hinged Patio Doors with Stormwatch WINDOws•DOORs (High-Performance" !r ResistantGlass) INSTALLER: Please leave this guide with the building owner to file for future reference. Congratulations! You have just purchased one of the many fine Andersen`3 products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this instruction guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer, found in the Yellow Pages under"Windows" or call Andersen WindowCare®service center at 1-888-888-7020 Monday through Friday, 7 a.m.to 7 p.m. Central Time and Saturday, 8 a.m. to 4 p.m. Central Time. Thank you for choosing Andersen. Important • Installation Information Every assembly and installation is different (windloads, structural support, etc.). Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. For installation methods not covered in this guide, (i.e.through jamb) please visit the Architect Detail File on the web (www.andersenwindows.com). Andersen has no responsibility in regard to the post-manufactured assembly and installation of Andersen products. TIT i 30 Using ladders and/or scaffolding and Improper use of hand/power Weight of window/door unit(s) working at elevated levels may be hazardous. tools could result'in personal and accessories will vary. Use a' Follow equipment manufacturer's injury and/or product damage. reasonable number of people with instructions for safe operation. Use extreme Follow manufacturer's sufficient strength to lift, carry,' caution when working around window and instructions for safe operation and install window and door door openings. Falling from opening may of equipment. Always wear unit(s)and accessories. Always result in personal injury or death. safety glasses. use appropriate lifting techniques. AWARNING Unless specifically ordered,Andersen windows and doors are not equipped with safety glass, and if broken, could fragment causing injury. Many laws and building codes require safety glass in locations adjacent to or near doors. Andersen windows are available with safety glass that may reduce the likelihood of injury when broken. Information on safety glass is available from your local Andersen dealer. gc�a��oaa • Andersen®Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen"and "Andersen WindowCare" are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. ©1997-2006 Andersen Corporation. All rights reserved. Instruction Guide 0004234 Revised 01/27/06 1 i Installation Guide - NOTICE Accessories such as grilles, art glass, and insect • For installations where full panel (1800) operation screens may dislodge and become airborne if window/ is desired, install unit flush to interior surface and door is impacted by wind borne debris from severe apply interior casing no thicker than 3/4". If storms or hurricane strengthwinds.`In the event of a thicker Interior Casing is used, chamfer edge to storm, remove all accessories from windows/doors and prevent interference with panel, as shown. move to a safe location. DO NOT stand in front of or near windows/doors. t - X3/4° max. Interior Casing (chamfered) Unsecured door may swing ...F,"D open or closed causing injury.. --- For installations where interior finishing material Secure door when open. ^-� _ •�"' is higher than 1-11/16"above the subfloor, raise door by placing a wooden spacer under sill to NOTICE gain sufficient clearance for door to open. Allowances Subfloor Lock Operation must be made in TO LOCK L FT height of paddq 1-11/16" • To lock, lift handle to engage upper and HANDLE lower hook bolts. Turn lock turn-piece to ,� rough opening. horizontal position. • To unlock, turn lock turn-piece to vertical Z LTURN OCK For Double Insect Screen Track, Exterior position. Open door by bringing handle Extension Jambs, and/or Exterior Sill Extension downward. �� Kits, apply kits before unit is installed. 2 Installation Guide Head Installation Head Installation Head Installation Flange Flange Flange Side Installation Side Installation Side Installation Flange Flange Flange JE I Single/Stationary Panel Double Panel Jamb Hinged Double Panel Astragal Hinged* Triple Panel Astragal Hinged* *NOT Available with Stormwatch,Protection Unit Designation 2168 2768 2968 3168 21611 27611 29611- 31611 2180 2780 2980 3180 Rough Opening Width 2'1" 27' 2'9" 3'1" 2'1" 27' 2'9" 3'1" 2'1" 27' 2'9" 3'1" Rough Opening Height 6'8" 6'8" 6'8" 6'8" 611" 6'11" 6'11" 611" 8'0" 8'0" 8'0" 8'0" Approximate Weight(lbs)100 105 115 125 110 115 125 135 125 135 150 160' Unit Designation 4168 5068 5468 6068 4161150611 54611 60611 4180 5080 5480 6080 .. Rough Opening Width 4'1" 5'0 5'4 6'0" 4'1 5'0" 54' 6'0" 4'1° 5'0" 5'4" 6'0" Rough Opening Height 6'8" 6'8" 6'8" 6'8" 6'11" 6'11" 6'11" 611" 8'0" 8'0" 8'0" 8'0" Approximate Weight(lbs)150 185 197 215 165 105 205 225 185 230 248 275 Unit Designation 8068 9068 80611' 90611 8080 9080'' Rough Opening Width 8'0" 9'0 8'0" 9'0° 8'0 9'0" • Rough Opening Height 6'8" 61' 6'11" 6'11" 8'0" TO" Approximate Weight(lbs)280 350 295 360 360 405 AWARNING Steel will corrode when used with ACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property,'or product damage.'' Parts Included Part No. Specialty Finish Hinge Screw Packs (1) Instruction Guide 2579174 Bright Brass Screw Pack,3 Hinge (1) Patio Door Unit 2579179 Bright Brass Screw Pack,4 Hinge (1) Head Installation Flange 2579175 Antique Brass Screw Pack,3 Hinge (2) Side Installation Flanges 2579180 Antique Brass Screw Pack,4 Hinge (1) Screw Pack(standard) 2579176 Satin/Distressed Nickel Screw Pack, 3 Hinge (1 or 2) Specialty Finish 2579181 Satin/Distressed Nickel Screw Pack, 4 Hinge Hinges Screw Pack(s) (included for specialty finish hinges, only) 2579177 Oil Rubbed/Distressed Bronze Screw Pack,3 Hinge 2579182 Oil Rubbed/Distressed Bronze Screw Pack,4 Hinge Tools & Supplies 2579178 Brushed/Polished Chrome Screw Pack,3 Hinge • Safety Glasses •Caulk Gun 2579183 Brushed/Polished Chrome Screw Pack,4 Hinge • Hammer •Silicone Primer •Tape Measure •Silicone Sealant •4' Level •Wood Block • Flat Blade Screwdriver • Shims • Phillips Screwdriver •Cement Screws •Small Pry Bar (concrete/masonry installation) 3 Installation Guide 1. Prepare Rough Opening DO NOT install unit directly on masonry/concrete surface. Rough Place full length barrier(i.e. treated wood, tar paper, ice/water °widths membrane) between unit sill and masonry/concrete surface. Rough Failure to use barrier and to seal it to unit sill and masonry/ °Heights concrete surface may result in product and/or property damage. Entire barrier must be sealed to masonry/concrete surface to help prevent water infiltration. Barrier thickness Standard Construction must not exceed 1/4". Exterior Views • Prepare rough opening based on unit size according to table on Page 2. • Check sill plate for level. Sill must be level. Shim if necessary. Rough Opening • Check rough opening for plumb and level. If rough opening is Width not plumb or level, correct as needed. Open99 Height • Check opening for square by measuring diagonally, upper left to lower right and upper right to lower left corner. If measurements are within 1/8", opening is square. If rough Masonry/Concrete Construction opening is not square, correct as needed. 2. Prepare Unit AWARNING Support Boards Weight of Patio Doors will vary. Use a reasonable number of people with sufficientstrength to lift, carry, and install door unit(s) and accessories. Always use appropriate lifting techniques. Failure to do so may result in personal' injury or product damage. Exterior Side Up AWARNING Door Panel Door panels must be in locked position'before beginning. Flat Blade Failure to do so may result in panels inadvertently opening ° Screwdriver causing personal_injury, property, and/or product damage. • Remove unit from carton. Place unit exterior side up on support boards (to protect hinges) over a clean flat work surface. • Insert Temporary Lock Handle into lower lock hole on door Temporary Lock Handle panel and turn upwards to lock door. Insert flat blade screwdriver into upper lock hole and turn to lock dead bolt. Door panels must be in locked position before beginning. • Remove packing blocks. Do not remove panel Spacer Clips until Step 10. 4 Installation Guide 3. Apply Installation Flanges I@Je UT30 M( Head Installation Flange Overlaps Side Head Installation Flange must overlap Side Installation Installation Flange Flanges to the exterior to help prevent water infiltration. • Determine if Installation Flange is used based on charts below. • Position Side Installation Flange in kerf on frame with short leg facing interior and end flush with bottom of sill. Place wood block against short leg of Side Exterior Side Up Installation Flange and tap until fully seated. Side Installation Flange • Repeat for opposite Side Installation Flange. Flush With Bottom of Sill • Repeat for Head Installation Flange making sure it overlaps Side Installation Flanges to the exterior. Installation Flange WALL INSTALLATION SILL THICKNESS FLANGE EXTENDER 41/2" Yes No Hammer 51/4 Yes Optional 6 9/16" No(Backer Rod and Silicone) Required 7 9/16 No(Backer Rod and Silicone) Required DOUBLEINSECT INSTALLATION SILL SCREEN TRACK KIT FLANGE EXTENDER 41/2" Yes No 51/4" YesOptional Wood Block 6 9/16" No(Backer Rod and Silicone) Required 7 9/16` No(Backer Rod and Silicone) Required Kerf EXTERIOR INSTALLATION SILL EXTENSION JAMBS FLANGE EXTENDER 41/2" Yes No 5 1/4' Yes Optional 6 9/16" Yes Required 7 9/16" Yes Required 5 Installation Guide 4. Remove Fastener Covers Fastener Cover(Side) Fastener Cover(Head) Protect frame and door panel from damage when Small Pry Bar removing Fastener Covers by inserting protective material between door and prying tools. Protective Material • Insert a small pry bar between frame and side Fastener Cover at bottom of unit using protective material Flat Blade between frame and tool. Screwdriver • Insert a flat blade screwdriver under Fastener Cover using protective material between panel and tool. • Push small pry bar outwards and lift up slightly on Protective Material screwdriver to remove Fastener Cover. • Repeat for opposite side Fastener Cover and head Exterior Side Up Fastener Cover. 5. Seal Rough Opening @Ie (l VD@o Bfl Sheathing Clean and prepare surfaces receiving Silicone Sealant Silicone Sealant Caulk Gun following product manufacturer's instructions. 1/2° Failure to do so may cause water infiltration. • Apply three, 3/8" beads of silicone sealant to bottom of rough opening full length, as shown. • Apply 1/4" bead of silicone sealant around full perimeter of rough opening 1/2"from edge. 1/2 2" 3" Silicone Sealant Exterior View Sheathing 6 Installation Guide 6. Install Unit AWARNING &MUMM 7number Patio Doors will vary. Use a reasonable Installation Flanges are for sealing only. people with sufficient strength to lift, DO NOT use for fastening unit. Installation Flanges carry, andinstall door unit(s)and accessories. must be flush with exterior of opening. Correct Always use appropriate lifting techniques. installation procedure must be followed for unit to perform properly. AWARNING Support unit in rough opening,at all times until Silicone Sealant secured. Failure to support unit could result in unit Head Installation Flange falling out causing personal injury, property, and/or Caulk Gun product damage. • Apply 1/4" bead of silicone sealant between head and side Installation flanges at corners where flanges intersect at head jamb. • From the exterior, lift and center unit in rough opening, Side setting sill of unit onto silicone sealant. Installation • Press unit firmly into silicone sealant around perimeter Flange of rough opening. Installation flanges must be flush with exterior of opening. Exterior view 7. Plumb and Level Unit • Adjust door in opening from the interior. Entire unit must be plumb, level, and square. • Check unit for square by measuring diagonally, upper left to lower right and upper right to lower left corners. Unit must be square. Correct if necessary. Level Interior View 8. Shim Unit Head Jamb Shim Shims must be used between jambs and framing to prevent bowing when frame is secured. Shim • Insert shims between rough opening and door unit, directly above and below hinges and near each installation hole in jambs, from the interior. Shims Side Jamb prevent jambs from bowing when unit is secured to rough opening. Interior View 7 Installation Guide 9. Fasten Unit AWARNING Head Jamb Steel will corrode when used with ACQ Pressure Installation Hole Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from #10 x 3° Installation Screw ACQ Pressure Treated Lumber.'Failure to use stainless steel fasteners may result in injury, property, or product damage. NOTICE Side Jamb Screw and Hinge color must match. Screws used to secure unit through installation holes will be covered by Fastener Covers. Retain color matching Screws to secure Hinges in Step 11. • For units with white Hinges, use brass colored #10 x 3" Screws to secure Side Jambs and white#10 x 3" Screws to secure Hinges. • For units with brass colored Hinges, use white #10 x 3" Screws to secure Side Jambs and brass colored #10 x 3" Screws to secure Hinges. • For units with other specialty finish Hinges, use either white or brass colored #10 x 3" Screws to Exterior View secure Side Jambs and matching finish #10 x 3" Screws to secure Hinges. • From the exterior, fasten unit through installation holes in Head and Side Jambs into rough opening using #10 x 3" Screws. For units with white Hinges, use brass colored 110 x 3"Screws. For all other units, use white #10 x 3" Screws. DO NOT tighten screws at this point. Take care not to scratch door and/or hinge finish. 10. Remove Spacer Clips Spacer Clip Small Pry Bar • Using protective material between frame and small pry bar, pry up on Spacer Clips to remove. Thin Wood Piece Interior View 8 Installation Guide 11. Secure Hardware Door Panel • Insert a flat blade screwdriver into upper lock hole on door Flat Blade panel and turn to unlock dead bolt. Insert Temporary Lock Screwdriver Handle into lower lock hole and turn down to open door. o &ROU ] Lock Mechanism Units may have factory installed screws in hardware locations Temporary where#10 X 3" Screws will be fastened. For units with Lock Handle factory installed screws, remove screws shown in illustration and replace with#10 x 3" Screws, provided. Proper screws must be used for unit to perform properly. • Fasten Side Jambs through center holes of all Hinges using #10x3" Screws, as shown. For white Hinges, use white #10 x 3"Screws. 0 a - For brass Hinges, use brass colored #10 x 3"Screws. For specialty finish Hinges, use matching finish #10x3"Screws provided. #10 X 3"Screw (Center Holes AWARNING Apply First) For Specialty Finish Hinges'OnlySpecialty Finish Hinges Only Install matching finish #10 x 3" Screws into two center #10 X Finish Screw holes of all Hinges first,<.before replacing #10'x 1'Screws. (Top and Bottom Holes Removal of 1"screws before installing 3" screws may result Apply second) in personal injury and/or product damage. 1/2"x 4"x 10"Shim Block • For Units with Specialty Finish Hinges Only, remove factory (Door Units with Stormwatch Protection) installed#10 x 1" brass colored screws from top and bottom holes #10 X 3"Screw Flush Bolt Receiver of Hinge and replace with matching finish #10x 1"Screws provided. Remove and replace screws in only one hinge at a time. • For Door Units with Stormwatch°Protection, place a 1/2"x 4"x 10" shim block directly above Head Jamb Lock Receiver, between header and head jamb. Head Jamb AWARNING #10 X 3"Screw Flush Bolt Receiver Steel will corrode when used with ACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel / fastener as called out in the installation guide to fasten unit Sill to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless Steel fasteners may result in injury, property, or product damage. Hook Bolt #10 X 3" Receiver Screw • Remove Gold Colored#10x 1"Screws in Flush Bolt Receivers P and replace with #10 x 3"Screws at Head Jamb and Sill. ' #10X1" • Remove Gold Colored#10 x 1"Screws in Hook Bolt Receivers Stainless Q Latch and replace with Stainless Steel#10x 1"Screws. Steel Screw Receiver • Fasten through Latch Receiver using #10 x 3"Screws. 1 Side Jamb Side Jamb 9 Installation Guide 12. Check Clearance and Operation • Adjust Latch Blocker and Receiver and Hook Bolt Receiver(AP/PA Units) to achieve adequate weatherstrip compression, if required. Refer to hinge and hardware adjustment instruction guide for this product. • Determine if clearance and operation are Interior correct. Door Panel should remain View motionless through entire operation range. If clearance and/or operation are not correct: First, recheck rough opening for plumb and Door should remain motionless square. If rough opening is not plumb or when positioned at any point in the level, correct as necessary. Second, recheck entire operation range. sill plate for level. Third, refer to hinge and hardware adjustment instruction guide for this product. 13. Secure Unit and Apply Fastener Covers • Tighten installation screws. Door must Fastener Cover remain plumb while tightening. (Head) • Position head Fastener Covers and snap into place by tapping lightly. Repeat for side Fastener Covers. Fastener Cover (Side) Exterior View 14. Apply Exterior Finish and Seal 1/4, 1/4" NOTICE For installations not using Installation 1/4" _.. Flanges, backer rod (not supplied) must be inserted around perimeter of door between frame and exterior finish in place of Installation Flanges. Silicone Sealant • Apply exterior finish over Installation Flanges leaving 1/4" between door frame and exterior Caulk finish. Gun • Apply backer rod and a continuous bead of LJ silicone sealant around exterior perimeter of door between frame and exterior finish. Exterior View 10 Installation Guide 15. Insulate Around Unit When insulating between the unit frame and Batt Insulation rough opening, or between units when joining, DO NOT overpack batt insulation or overfill with foam. Bowed jambs will result affecting product performance and/or improper unit operation. Small Pry Bar • Insert insulation between door frame and rough opening from the interior. DO NOT overpack batt insulation or overfill with expandable foam. Interior View Care and Maintenance General Information Your Andersen hardware has been manufactured of high quality, fine metal. Fine metal requires periodic attention to maintain its beauty and characteristics. Climate, location, and exposure to corrosive environments such as industrial areas, pesticides, herbicides, or salts are challenges to your ability to maintain the hardware's beauty and characteristics. MUMH • DO NOT use or apply harsh chemicals, abrasives and/or cleaners. Product damage could occur. • DO NOT refurbish hardware. Contact a professional hardware restorer for refurbishing. Antique Brass, Satin Nickel, 1High-Performance • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. White or Stone • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. Polished Chrome or Brushed Chrome • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. • Polish chrome finishes using a commercially available chrome polish following manufacturer's instructions. Oil Rubbed Bronze or Distressed Bronze • Handling and frequent use create the bronze patina that is the hallmark of the oil-rubbed bronze and distressed bronze finishes. Oil rubbed bronze and distressed bronze are "living finishes"with no protective coating. With use, your hands will polish away the darker material exposing the bronze beneath. The appearance of these finishes will vary depending on usage and environmental conditions. • Occasionally apply light mechanic oil to deepen the color and sheen of the product. Cover metal parts with oil entirely, allow the oil to stand for a few minutes, then gently rub off excess using a clean cloth. 11 Installation Guide Finishing, Cleaning, and Maintenance Instructions INTERIOR FINISHING 20TOM Read and follow finishing manufacturer's instructions • DO NOT expose unfinished wood to high and warnings on each container of finish material for moisture conditions, excessive heat or priming, painting, staining, and varnishing. humidity. Finish interior wood surfaces CLEANING immediately after installation. Unfinished Clean exterior frame, sash members, and insect wood surfaces will discolor, deteriorate, and/ screens using a mild detergent-and-water solution and or may bow and split. a soft cloth or brush. DO NOT use abrasive cleaners or • DO NOT stain or paint weatherstrip, silicone solutions containing corrosive solvents. For persistent beads, vinyl, glass, or hardware. dirt or grime, use a nonabrasive cleanser or a mixture • Acid solutions used to wash masonry/ of water and alcohol or ammonia. concrete will damage glass, fasteners, MAINTENANCE hardware, and metal flashing. Follow the acid immediately sand and refinish any interior wood that solution manufacturer's instructions carefully. Protect and/or cover Andersen products becomes stained or mildewed to prevent further during the cleaning process to prevent acid discoloration and/or damage. For further information, contact. If acid does come in contact with contact your local Andersen dealer. Dealers can be unit, immediately wash all surfaces with clean found in the Yellow Pages under Windows. water. 12 N%1 Installation Guide Installation d • Andersen® for Andersen,-" r . Double-Hung Windowse071 ! . Protection P` .nce'm Impact Resistant Glass or wiRoows•000 Rs Design Pressure Upgrade) Congratulations! You have just purchased one of the many fine Andersen°products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this Instruction Guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer, found in the Yellow Pages under"Windows" or call Andersen WindowCare®service center at 1-888-888-7020 Monday through Friday, 7 a.m.to 7 p.m. Central Time and Saturday, 8 a.m. to 4 p.m. Central Time. Thank you for choosing Andersen. Important Impact Resistant Glass used by Andersen is not hurricane proof or shatter proof, and may not offer a high level of security. Proper installation of window and door units with impact resistant glass is as important to product performance as the glass. Every assembly and installation is different (windloads, structural support, etc.), and Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. Andersen has no responsibility in regard to the post-manufactured assembly and installation of Andersen products. Using ladders and/or scaffolding and working Improper use of hand/power Weight of window/door unit(s) at elevated levels may be hazardous.' Follow' tools could result in personal and accessories will vary.' Use a equipment manufacturer's instructions for injury and/or product damage. reasonable number of people with safe operation. Use extreme'caution when Follow manufacturer's' sufficient strength to lift, carry, working around window and door openings. instructions for safe operation and install window and door Falling from opening may result in personal of equipment. Always wear unit(s) and accessories. Always injury or death. safety glasses. use appropriate'lifting techniques. AWARNING Unless specifically ordered,Andersen windows and doors are not equipped with safety glass,and if broken, could fragment causing injury. Many laws and building codes require safety glass in locations adjacent to or near doors. Andersen windows are available with safety glass that may reduce the likelihood of injury when broken. Information on safety glass is available from your local Andersen dealer. A@L UVUQH • Andersen®Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen;'the AW logo,and"Andersen WindowCare"are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. 02003-2005 Andersen Corporation. All rights reserved. 1 Instruction Guide 0005366 Revised 01/05/06 Installation Guide AWARNING Head Installation Flange DO NOT install air conditioning unit in window. Unit Side Installation Flange could tip or fall causing severe injury and/or product Upper Lock damage. Sash Outer Frame Member Bracket DO NOT attach objects to unit other than Andersen(5 Lower products specifically designed for unit. Product Sash damage could occur. Sill Bracket NOTICE • DO NOT remove banding tape until unit is installed. • Support or Impact Resistant Joining Kit must be Exterior View used when joining multiple units. Please check for availability • DO NOT apply Extension Jambs prior to unit installation. Check Rail Interlock Bracket Parts Included (impact Resistant Only) (1) Installation Pack or (Instruction Guide,Jamb Clips and Screws) Windload Bracket (DP Upgrade Only) Tools and Supplies • Safety Glasses • Silicone Sealant Banding Tape •Tape Measure • 1-3/4" Roofing Nails • Hammer • 1-1/4" (3d) Finish Nails Corner Bracket • Level • Wood Block (Impact Resistant Only) • Shims • Insulation Interior View •Caulk Gun • Power Drill Options and Accessories • Utility Knife • 1-1/4" Screws (minimum) •Extension Jambs • Insect Screens • Carpenter's Square • Backer Rod •Grilles 1. Prepare Rough Opening • Check sill plate for level. Sill must be level. Shim sill Tape Measure Square plate if necessary. — — • Check rough opening for plumb and level. If rough opening is not plumb or level, correct as necessary. Level • Check opening for square by measuring diagonally, upper left to lower right and upper right to lower left corner. Measurements must be within 1/8". If rough opening is not square, correct as necessary. NOTICE For masonry installations using wood bucks follow procedure for wood frame construction. Wood Frame/Buck Construction Masonry Construction Interior Views 2 Installation Guide 2. Prepare Unit • Remove unit from packaging. Place unit interior side up on a clean, flat work surface. NOTICE _ DO NOT remove bandingtae until unit p t i s Installed. Packaging Blocks • Remove wood/foam packaging blocks and staples. Interior Side Up • Close and lock sash to keep unit rigid and square during installation. 0 0 Packaging Block NOTICE ° Installation Flanges are factory applied to fit 4-1/2" wall thickness. Installation Flanges may be reversed to fit 4-1/8"wall thicknesses. Wood Frame/Buck Construction • For 4-1/2"wall thickness, proceed to Step 3. iiiConstruction • Remove Installation Flanges by pulling outward and reverse end for end. • Replace Sill Installation Flange in kerf centering along '� o sill. Tap in place until fully seated using a wood block o 0 0 and hammer. Head • Repeat for Side Installation Flanges positioning flush Side ° Installation with bottom of unit and overlapping Sill Installation Installation Flange Flange equally to the exterior. Flange • Repeat for Head Installation Flange, centering along Interior Side Up head and overlapping Side Installation Flanges equally to the exterior. Masonry Construction/Replacement Installations (may require removal of Installation Flanges) NOTICE Removal of Installation Flange may be necessary (� for some masonry installations, replacement Q installations, and/or where exterior finish (siding, Installation Flange brick veneer, stucco) is already applied. (4-1/2°Wall) • Remove Installation Flanges by pulling outward. Installation Flange Wood Block (Reversed for 4-1/8"Wall) 3 Installation Guide I Apply Jamb Clips Jamb Clip 0 e 1-1/8" �, Jamb • Number of Jamb Clips and/or Screws is based on maximum unit performance design pressure Kerf -, (DP) rating. Use correct number of clips and - - screws listed. • If structure is rated at a design pressure (DP) 5/8"Screw(for head/side iambs) Interior Side Up below maximum listed (DP), altering number of 1-1/4"Screw(for sill) Jamb Clips and/or screws may be approved by consulting an architect or structural engineer. 8" 8" • Position Jamb Clips in kerf on back side of jambs, long 8" 8" leg to interior, extending 1-1/8" above jambs. f Jamb Clip • Locate two Jamb Clips on head jamb 8"from each side. • Locate four Jamb Clips on side jambs, 8"from top, 8" from bottom, and remaining two clips 1"above and 1" below Check Rail Interlock Brackets or Windload Check Rail Interlock ° Brackets. Bracket(Impact • Fasten Jamb Clips to head and side jambs using two Resistant) 5/8"screws. or 8" 8" • Locate two Jamb Clips on sill 8"from each side. Windload • Fasten Jamb Clips to sill using two 1-1/4" screws. Bracket(DP Upgrade) 8" 8° TW18-TW210 Units Interior View /Center TW30 : : 8" 8° • Locate three Jamb Clips on head jamb 8"from each side and one at center. 8° g • Locate four Jamb Clips on side jambs, 8"from top, 8" bottom, and remaining two clips 1" above and 1" Jamb Clip below Check Rail Interlock Brackets or Windload Brackets. • Fasten Jamb Clips to head and side jambs using two 5/8"screws. • Locate three Jamb Clips on sill 8"from each side and Check Rail Interlock ° one at center. Bracket(Impact ° • Fasten Jamb Clips to sill using two 1-1/4" screws. Resistant)or 8„ 8.. Windload . Bracket(DP Upgrade) ° - 8 TW30-TW38 Units 8° Interior View 4 Installation Guide 4. Install Unit i Installation WARNING Flange Weight of window unit(s) will vary. Use a reasonable number of people with sufficient strength to lift, carry, and install window unit(s) and accessories. o Always use appropriate lifting techniques. �Laa'�t'QOG�I • 00 NOT set window unit directly on sill plate. Elevate unit on shims at side jambs. Sill plate may 1/4" Bead bow and interfere with window operation. Silicone Sealant • Unit must be properly shimmed. Failure to do so Caulk Gun could result in product damage. • Provide a minimum clearance of 1/2"from top of brick/masonry to the bottom of any portion of sill. Failure to do so could result in product damage. Backer Rod Sill Silicone Sealant Shims Interior View Brick O O Veneer • Apply 1/4" silicone sealant bead, full perimeter, to back Square side of Installation Flange or around perimeter of rough Side Jamb opening 1/2"from edge as shown. • Lift unit into rough opening and center side-to-side. For Wood Frame/Buck Construction, from the exterior, Shims Shims fasten one upper corner of unit using a 1-3/4" roofing nail through Installation Flange. • Check level of unit from the interior . Shim only at Level corners of sill under Side Jambs to level unit, if needed. Tape Measure For joined units, shim must be placed under joining Sill Plate post(s) at sill. • Measure diagonally across unit, upper left to lower right and upper right to lower left corners. If measurements are equal, unit is square. If unit is not square, adjust by inserting shims between Side Jambs and rough opening (full depth) near unit corners. Shims Interior View 5 Installation Guide 4. install Window Unit (Continued) • Measure across head, center, and sill of unit from exterior. Center dimensions should match head and sill dimensions. Shim to straighten Side Jambs if needed. • For Impact Resistant Units, Installation p shim from interior between Flange Tape frame and rough opening (full depth) at Check Rail Measure Interlock Brackets using flat, not tapered, shims to obtain an interlock gap of 1/8". • For OP Upgrade Units, shim from interior between unit frame and rough opening (full depth) at Windload Brackets using flat, not tapered, shims. Exterior View Check Rail of Interlock o Bracket Shim Interior View Impact Resistant Units Windload Bracket Shim Interior View OP Upgrade Units 6 Installation Guide 4. Install Window Unit (Continued) AWARNING Outer Frame Steel will corrode when used with ACQ Pressure MemberBracket Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACEI Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property, or product'damage. #8 x 3"Color • For Wood Frame/Buck Construction, fasten unit to Matched Screw wood frame rough opening using two 1-1/4" screws through each Jamb Clip. Secure Outer Frame Member Brackets to rough opening using#8 x 3" Color Matched Screws. • For Masonry Construction, fasten unit to masonry rough opening using two 1-1/4" (minimum) masonry anchors through each Jamb Clip. Remove existing 3" Exterior View Color Matched Screw and secure Outer Frame Member Bracket to rough opening using 3" (minimum) masonry anchor. • Remove banding tape. Jamb Clip Jamb Clip(bent into position) Jamb Clip 4Frame #' 8 Outer FrameMember Bracket Outer Frame#8 x 3"Color Member Bracket Outer x 3"Minimum Matched Screw Member Bracket Masonry Screw (provided) (by others) Utility AMR Knife Banding Tape Interior View Installation Guide 5. Apply Flashing Tape Unit must be properly flashed and sealed for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. NOTICE • This instruction step depicts one of many options for proper flashing. • Moisture infiltration problems in any type of building can be reduced by properly flashing and/or sealing around all building openings, including windows and doors. Proper flashing under and around window and door openings can reduce moisture problems, but the performance of any building system depends upon the design and construction of the building system in its entirety, which should address local environment, climate, building codes and product and material limitations. The design and installation of flashing and sealing systems are the responsibility of the architect, contractor, installer, and/or the manufacturer of the building exterior specified for the project. • Apply flashing tape over Installation Flange at sill. • Apply flashing tape over Installation Flange at sides, Flashing Tape 3rd at Head overlapping flashing tape at sill. • Apply flashing tape over Installation Flange at head, 2nd at Sides overlapping flashing tape at sides. 1st at Sill Exterior View 6. Insulate and Seal Unit Sill Side Jamb Cross Cross Section Section When insulating between unit frame and rough opening or between units when joining, DO NOT Backer overpack batt insulation or overfill with foam. Rod Bowed jambs will result affecting product performance and/or proper operation of unit. Silicone Backer Sealant NOTICE, Rod Silicone Sealant A minimum space of 1/4" is required around exterior perimeter of unit between frame and siding. Masonry/Brick Veneer installations require a minimum 1/2" space along sill and 1/4" space around the remaining perimeter. Siding Brick Veneer C • Insulate between frame, extension jambs, and rough opening on all sides from the interior. DO NOT overpack or overfill with insulation; bowed jambs may result. • Apply backer rod and silicone sealant around exterior perimeter of window after siding (or other finish) is A= Exterior View applied. 8 Installation Guide 7. Attach Interior Casing (supplied by others) 1" • If optional Sill Stop, Stool or Sill Extension Jambs are to be Nail used, refer to their specific instruction guides available at Casing your Andersen Dealer or at www.andersenwindows.com. Side Jamb Install on unit before Interior Casing is applied. AWARNING Steel will corrode when used with ACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property, or product damage. Sill Stop @60VER When applying Interior Casing, carefully read and follow directions and illustrations. Failure to do so Sill 2-3/8" may result in damage to Sill and Jamb Liners. • Fasten Interior Casing to sill using 3d (1-1/4")finish nails. Nail Nail at� Casing 15'Angle 2-3/8"below top of Sill Stop. • Fasten Interior Casing to side jambs and head using 3d (1-1/4") finish nails. Nail 1"in from outside of Head and Side Stop. • Set all nails to approximately 1/16"deep below wood surface. Apply wood filler to nail hole. AWARNING For DP Upgrade units only. Wind Load Brackets must be flipped up when not tilting or cleaning. If Wind Load Brackets are not flipped up, window could blow in resulting in potential injury and/or product damage. Flipped Up Flipped Down 9 Installation Guide Finishing, Cleaning, and Maintenance Instructions INTERIOR FINISHING Read and follow finishing manufacturer's instructions • DO NOT expose unfinished wood to high and warnings on each container of finish material for moisture conditions, excessive heat or humidity. priming, painting, staining, and varnishing. Finish interior wood surfaces immediately after CLEANING installation. Unfinished wood surfaces will Clean exterior frame, sash members, and insect discolor, deteriorate, and/or may bow and split. screens using a mild detergent-and-water solution and • DO NOT stain or paint weatherstrip, silicone a soft cloth or brush. DO NOT use abrasive cleaners or beads, vinyl, glass, or hardware. solutions containing corrosive solvents. For persistent • Acid solutions used to wash masonry will dirt or grime, use a nonabrasive cleanser or a mixture damage glass, fasteners, hardware, and metal of water and alcohol or ammonia. flashing. Follow the acid solution manufacturer's instructions carefully. Protect and/or cover MAINTENANCE Andersen products during the cleaning process Immediately sand and refinish any interior wood that to prevent acid contact. If acid does come in becomes stained or mildewed to prevent further contact with unit, immediately wash all surfaces discoloration and/or damage. For further information, with clean water. contact your local Andersen dealer. Dealers can be found in the Yellow Pages under Windows. Steps for Tilting & Cleaning * 1. `� Brackets must be flipped up when not 2. ,� t. tilting or cleaning.If brackets are not BM4-5inches.Open u flipped up window could blow in resulting window • PUP u. in potential injury and/or product damage. `�• ! WARNING *4. I I Flip brackets • Window is heavy.Use two people to tilt and wash. Failure to do so could result in �P^°�^ into window personal injury and/or product damage. frame. ASlide wash assists from top 6. Hold window until supported on corners down between a chair or object at a 900 angle window and vinyl until theyfrom the wall.Slide assists snap.Pull and tilt window, back up to top of window. 7. ° • Slide upper window 8. After washing,lift window CLYI:A PUII down. Depress vinyl ° ' rail at center point&lift channel. Pull window — —back into jamb liner. out one corner at a time. Repeat for lower window. Flip up brackets. If brackets are ;I 1 t i not flipped up window could t NP-UP 1 blow in resulting in potential - • _ injury and/or product damage. * These steps apply to DP Upgrade Units Only. 10 f WINDOWS-DOORS Anciersen. 400 Series Products with Stormwatch'Protection Design Pressure,Air Infiltration and Sound Transmission Ratings 400 Series Products with DP Upgrade For units with High-Performance TM Low-E4TM Impact-Resistant Glass For units with High-Performance TIM Low-E4TM Glass Sound Outdoor/ Sound Outdoor/ AAMA/NWWDA Trans. Indoor Trans. Indoor Performance 101/1.S.2-97/111AFS--02 Class Trans.Class Performance - Class Trans.Class Anderaan'Product Ratingt Standardt Andersen Product .1 _,y, (STC) OnC^ RaBngt ISTC)- Onc. 400 Selves Casement and5j'' _._ GC 50 40 x 400 SenesAwnln Window DP+60/-60' 26 22 Awning Windows DP+50/65 psf C-C 50 28 x 72 30 26 400 SedesTih-Wash Double Hung 400 Series Casement F-C 50 60 x 72 and Awning Picture Windows DP+50/-65 psf F-R 50 53 x 60 35 30 34510,3462,3856,38510,3862 DP+50/50 27 22 __. 400 Series Tilt-Wash,DDuble-HUng', All Other Tilt-Wash Double Hung sizes DP+50/-65 27 22 (High-Parfarmaz 'caw-a'tmpadt-Resistaml, DP+50/65 psf H-L C50 46 x 76 32 27400 Series Tilt-Wash Transom Window DP+50/-65 28 22 400 Series Tilt Wash Double-Hung 400 Series WoodwrighY x 76 34 28 Double Hung Windom(select sizes) DP+50/-65' 28 23 T a Se Window g' DP+50Windl6w, DP /-65 65 psf' F-R 50 46 mm UQ Series Tilt Wash Double Hun �i00 Series Frenchood f i>dmg Patio Door p x 32 2•_ 160611 DP+ 31 26 40 4 _� 400 Series Circle Top*and _. /: a_ Elliptical Wuidows DP+50/-65 psf. .FIR 50 96 x 20 NA NA 8080 DP+50/-50 31 26 400 Sedes F1ex!frame'Window DP+50/-65 psf F C 50 123 x 63 35 29 400 Series Frenchwood' Hinged Patio Door-Inswing DP+50/50 31 26 40Q Senes Sprin$ime"Window DP+50/65 psf F R 50 96 x 72 NA NA -- 400 Series Frenchwood' 400 Series Skylight, DP+65/-65 psf SKG C 65 30 x 48 32 „ 27 Hinge Patlo Door-Outswing DID+50/65 _ 31 26 d00 Serres Frenchwood-,Gliding Patio Door .., 400 Series Skylight DP+65/,65 32 27 6068 DP+50/-65 psf SGD-C 50 31 28 8080 DIP+50/-615 psf SGD-C 50 31 28 4D(3Series Frenehwvod"'Hinged Paha Door-putswing 400 Series Products with Stormwatch'Protection 3068 DP+5%65 psf HGD-C 50 33 28 1 Air Infiltration and Testing with Monolithic 6068 DID+50/-65 psf HGD-C 50 34 z9 Impact-Resistant Glass 6080 DP+50/65 psf HGD-C 50 34 29 sound outdoor/ Trans. Indoor 600 Series Frenchwood Hinged Patio Door Inswing Performance class Trans class 40 Andersen'Product RaOngt (STC) OfrC 68 DP+50/65 psf HGD R 50 34 30 �� - 400 Series Casement DP+50/-52 psf 3068 DP+50/65 psf HGD-R 50 33 28 and Awning Windows DP+60/-64 psf 6080DP+50/-65 psf. HGD-R 50 33 28 DP+67/-82 psf 34 31 �..�. �. .. ..... _...�. ____... .... ... ..... ,.._..-. �. _.... 400 Series Casement _. 400 Serres Frenehwood' Door Sand Awning Picture Windos DP+67/-75 psf ' 37 34 idelighti DP psf SLT-LC 65 35 31 �w� --. ... _ _ . ., 400Sedes Ckle Ta and 400 Series Frenchwood p� DodrTransom DP+50/-65psf TR-LC 65 35 31 EifJpticalWindows „' - _DP+67/-71psf NA NA _. . 400 Sedes Flexifrafne Window i” DP+67/-71 psf 36 32 DP-Design Pressure 400 Series Arch Window _DP+67/-71 psf NA NA t In conformance with the applicable AAMA/WDMA I.S.2/NAFS-02 testing requirements,a 400Sedes S"v 1pringline Window.. :.. DP+67/-71 psf NA NA 1 1,sample unit in a particular type of window or door at the minimum required test size has been tested.Larger or smaller units Series Circle and Oval Window DP+67/82 psf NA NA s of a particular type may vary from the tested performance ».... . ...,..w,, rating.Contact your Andersen supplier for more information. 400 Series Frenchwood'Gliding Patio Door A STC and OTC ratings given are for individual units based on independent tests and represent 6068 DP+45/-60 psf 35 29 the entire unit.Higher STC and OITC values may be available with other g azings.Contact "" - - - - ... Andersen for more information. 4368 - 35 30 This data is accurate as of May 1,2006.Due to ongoing product changes,updated test 400 Serres Frenchwood'Door Sidelight DP+62/-77 psf 36 33 40 Series Frenchwood*results,or new industry standards.this data may change over time. 0 Transom DP+62/77 psf 36 34 Call your Andersen representative for current pertormance information or upgrade options. 400 Series Frenchwood Hinged Patio Door-Dutswing 3180 DP+62/-71 35 32 6080 DP+60/-55 11 34 31 DP-Design Pressure t Dade County Protocol TAS 201,202.203-94 A STC and OITC ratings given are for individual units based on independent tests and represent the entire unit.Higher STC and OITC values may be available with other glanfigs. Contact Andersen for more information. This data is accurate as of May 1,2006.Due to ongoing product changes,updated test results, or new industry standards.this data may change over time. Call your Andersen representative for current performance information or upgrade options. 96 s Installation Guide Installation Guide Andersen. for AndersenO 400 Series Frenchwood° Hinged Patio Doors or ' •,' 400 Series Frenchwood�R` Hinged Patio Doors with Stormwatch rotection T11Impact WINOOWS•000 RS rmance INSTALLER: guide building • to file for future reference. Congratulations! You have just purchased one of the many fine Andersen's products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this instruction guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer,found in the Yellow Pages under "Windows" or call Andersen WindowCareO service center at 1-888-888-7020 Monday through Friday, 7 a.m.to 7 p.m. Central Time and Saturday, 8 a.m.to 4 p.m. Central Time. Thank you for choosing Andersen. Important Assembly, • Installation Information Every assembly and installation is different (windloads, structural support, etc.). Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. For installation methods not covered in this guide, (i.e.through jamb) please visit the Architect Detail File on the web (www.andersenwindows.com). Andersen has no responsibility in regard to the post-manufactured assembly and installation of Andersen products. AWARNING1 r 1 1 • Using ladders and/or scaffolding and Improper use of hand/power Weight of window/door unit(s) working at elevated levels may be hazardous. tools could result in personal and accessories will vary. Use a Follow equipment manufacturer's injury and/or product damage. reasonable number of people with 4 instructions for safe operation. Use extreme Follow manufacturer's sufficient strength to lift, carry, caution when working around window and instructions for safe operation and install window and door door openings. Falling from opening may of equipment. Always,wear unit(s) and accessories. 'Always result in personal injury or death. safety glasses. use appropriate lifting techniques. AWARNING Unless specifically ordered,Andersen windows and doors are not equipped with safety glass, and if broken, could fragment causing injury. Many laws and building codes require safety glass in locations adjacent to or near doors. Andersen windows are available with safety glass that may reduce the likelihood of injury when broken. Information on safety glass is available from your local Andersen dealer. • Andersen-'Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen" and "Andersen WindowCare" are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. @1997-2006 Andersen Corporation. All rights reserved. Instruction Guide 0004234 Revised 01/27/06 1 f r Installation Guide AWARNING NOTICE Accessories such as grilles, art glass, and insect • For installations where full panel (180°) operation screens may dislodge and become airborne if window/ is desired, install unit flush to interior surface and door is impacted by wind borne debris from severe apply interior casing no thicker than 3/4". If storms or hurricane strength winds. In the event of a thicker Interior Casing is used, chamfer edge to storm, remove all accessories from windows/doors and prevent interference with panel, as shown. ` move to a safe location. DO NOT stand in front of or near windows/doors. t A - • max. Interior Casing(chamfered) Unsecured door may swing —_" open or closed causing injury. • For installations where interior finishing material Secure door when open. J-4,VULY. is higher than 1-11/16"above the subfloor, raise l door by placing a wooden spacer under sill to NOTICE gain sufficient clearance for door to open. Allowances Subfloor Lock Operation must be made in T0LOCKhei ht of 1-11/16" • To lock, lift handle to engage upper and 1.LIR g HANDLE h opening. lower hook bolts. Turn lock turn-piece to rou� g p g• horizontal position. j__:; To unlock, turn lock turn-piece to vertical 2.LOKK • For Double Insect Screen Track, Exterior position. Open door by bringing handle ;Or- Extension Jambs, and/or Exterior Sill Extension downward. Kits, apply kits before unit is installed. 2 Installation Guide ,----Head Installation Head Installation Head Installation Flange Flange Flange Side Installation Side Installation Side Installation Flange i Flange I Flange LM Single/Stationary Panel Double Panel Jamb Hinged Double Panel Astragal Hinged* Triple Panel Astragal Hinged* *NOT Available with Stormwatch''Protection Unit Designation 2168 2768 2968 3168 21611' 27611 29611 31611 2180' 2780 » 2980' 3180 Rough Opening Width 2'1" 27" 2'9" 3'1" 2'1" 27 2'9" 31 2'1" 27" 2'9" 3'1" Rough Opening Height 6'8" 6'8" 6'8" 6'8" 6'11" 6'11" 6'11" 6'11" 8'0" 8'0" 8'0" 8'0" Approximate Weight(lbs)100 105 115 125 110 115 125 135 125 135 150`' 160 Unit Designation 4168 5068 5468 6068 41611 50611 54611 60611 4180 5080` 5480 6080 .. Rough Opening Width 4'1" 5'0" 54" 6'0" 4'1" 5'0" 5'4" 6'0 4,1" 5'0 5'4" 6'0" Rough Opening Height 6'8" 6'8" 6'8" 6'8" 611" 611" 611" 6'11" 8'0" 8'0" 8'0" 8'0" Approximate Weight(lbs)150 185 197 215' 165 195 205 225 1,85 230,; . 248` 275 Unit Designation 8068 9068 80611 90611 8080 9080 Rough Opening Width 8'0" 9'0" 8'0" 9,0" 8'0" 9'0' Rough Opening Height 6'8" 6'8" 6'11" 6'11" 8'0" 8'0" Approximate Weight(Ibs)280 350` 295 360 360 405 AWARNING Steel will corrode when used with ACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless`steel fasteners may result in injury,property, or product'damage. Parts Included Part No. Specialty Finish Hinge Screw Packs (1) Instruction Guide 2579174 Bright Brass Screw Pack,3 Hinge E1 Patio Door Unit 2579179 Bright Brass Screw Pack,4 Hinge ;1) Head Installation Flange 2579175 Antique Brass Screw Pack,3 Hinge ,2) Side Installation Flanges 2579180 Antique Brass Screw Pack,4 Hinge (1) Screw Pack (standard) 2579176 Satin/Distressed Nickel Screw Pack,3 Hinge (1 or 2) Specialty Finish 2579181 Satin/Distressed Nickel Screw Pack,4 Hinge Hinges Screw Pack(s) (included for specialty finish hinges, only) 2579177 Oil Rubbed/Distressed Bronze Screw Pack,3 Hinge 2579182 Oil Rubbed/Distressed Bronze Screw Pack,4 Hinge Tools & Supplies 2579178 Brushed/Polished Chrome Screw Pack, 3 Hinge * Safety Glasses -Caulk Gun 2579183 Brushed/Polished Chrome Screw Pack,4 Hinge Hammer -Silicone Primer *Tape Measure -Silicone Sealant 4' Level -Wood Block Fiat Blade Screwdriver - Shims a Phillips Screwdriver - Cement Screws Small Pry Bar (concrete/masonry installation) 3 Installation Guide 1. Prepare Rough Opening DO NOT install unit directly on masonry/concrete surface. Rough Place full length barrier(i.e. treated wood, tar paper. ice/water °Width ill membrane) between unit sill and masonry/concrete surface. Rough Opening i Failure to use barrier and to seal it to unit sill and masonry/ Height I j concrete surface may result in product and/or property j damage. Entire barrier must be sealed to masonry/concrete surface to help prevent water infiltration. Barrier thickness Standard Construction must not exceed 1/4". Exterior Views • Prepare rough opening based on unit size according to table on Page 2. - Check sill plate for level. Sill must be level. Shim if necessary. Rough Opening • Check rough opening for plumb and level. If rough opening is whtRough not plumb or level, correct as needed. opening Height • Check opening for square by measuring diagonally, upper left to louver right and upper right to lower left corner. If 1 1 measurements are within 1/8", opening is square. If rough opening is not square, correct as needed. Masonry/Concrete Construction . Prepare Unit Support Boards Weight of Patio Doors will vary. Use a reasonable number' of people with sufficient strength to lift, carry, and install door unit(s) and accessories. Always use appropriate lifting techniques. Failure to do so may result in personal injury or product damage. Exterior Side Up Door Panel Door panels must be in locked position before beginning. Flat Blade Failure to do so may result in panels'inadvertently opening'' o Screwdriver causing personal injury, property, and/or product damage. 0 a Remove unit from carton. Place unit exterior side up on support boards (to protect hinges) over a clean flat work surface. Temporary Lock Handle Insert Temporary Lock Handle into lower lock hole on door panel and turn upwards to lock door. Insert flat blade screwdriver into upper lock hole and turn to lock dead bolt. Door panels must be in locked position before beginning. Remove packing blocks. Do not remove panel Spacer Clips until Step 10. 4 Installation Guide 3. Apply Installation Flanges Head Installation Flange Overlaps Side Mead Installation Flange must overlap Side Installation Installation Flange Flanges to the exterior to help prevent water infiltration. • Determine if Installation Flange is used based on charts below. • Position Side Installation Flange in kerf on frame with short leg facing interior and end flush with bottom of sill. Place wood block against short leg of Side Exterior Side Up Installation Flange and tap until fully seated. Side Installation Flange • Repeat for opposite Side Installation Flange. Flush With Bottom of Sill • Repeat for Head Installation Flange making sure it overlaps Side Installation Flanges to the exterior. Installation Flange WALL INSTALLATION SILL THICKNESS FLANGE EXTENDER 41/2" Yes No Hammer 51/4" Yes Optional 6 9/16" No(Backer Rod and Silicone) Required 7 9'16" No(Backer Rod and Silicone) Required DOUBLEINSECT INSTALLATION SILL SCREEN TRACK KIT FLANGE EXTENDER 4 1/2" Yes No 51/4" Yes Optional Wood Block 6 9/16" No(Backer Rod and Silicone' Required 7 9/16" No(Backer Rod and Silicone) Required Kerf EXTERIOR INSTALLATION SILL EXTENSION JAMBS FLANGE EXTENDER 4 1,12' Yes No 5'1/4" Yes Optional 6 9/16" Yes Required 7 9/16' Yes Required 5 Installation Guide 4. Remove Fastener Covers Fastener Cover(Side) Fastener Cover(Head) Protect frame and door panel from damage when Small Pry Bar removing Fastener Covers by inserting protective material between door and prying tools. Protective Material f Insert a small pry bar between frame and side Fastener Cover at bottom of unit using protective material Flat Blade between frame and tool. Screwdriver Insert a flat blade screwdriver under Fastener Cover using protective material between panel and tool. Push small pry bar outwards and lift up slightly on Protective Material screwdriver to remove Fastener Cover. m Repeat for opposite side Fastener Cover and head Exterior Side Up Fastener Cover. . Seal Rough Opening { MI OM Sheathing Clean and prepare surfaces receiving Silicone Sealant Silicone Sealant Caulk Gun following product manufacturer's instructions. 1/2" Failure to do so may cause water infiltration. Apply three, 3/8" beads of silicone sealant to bottom of rough opening full length, as shown. Apply 1/4" bead of silicone sealant around full perimeter of rough opening 1/2"from edge. 1/2" 2" 3° Silicone Sealant Exterior View Sheathing 6 Installation Guide 6. Install Unit AWARNING CLlU4�0[ Weight of Patio Doors will vary. Use a reasonable Installation Flanges are for sealing only. number of people with sufficient strength to lift, DO NOT use for fastening unit. Installation Flanges carry, and install door unit(s) and accessories. must be flush with exterior of opening. Correct Always use appropriate lifting techniques installation procedure must be followed for unit to perform properly. AWARNING Support unit in rough opening at all times until Silicone Sealant secured. Failure to support unit could result in unit Head Installation Flange falling out causing personal injury, property,_and/or Caulk Gun product damage. Apply 1/4" bead of silicone sealant between head and side Installation flanges at corners where flanges intersect at head jamb. From the exterior, lift and center unit in rough opening, Side setting sill of unit onto silicone sealant. Installation Flange Press unit firmly into silicone sealant around perimeter of rough opening. Installation flanges must be flush with exterior of opening. Exterior View 7® Plumb and Level Unit * Adjust door in opening from the interior. Entire unit must be plumb, level, and square. or * Check unit for square by measuring diagonally, upper left to lower right and upper right to lower left corners. Unit must be square. Correct if necessary. Level Interior View So Shim Unit Head Jamb Shim C�CaM4�0[� --- Shims must be used between jambs and framing to prevent bowing when frame is secured. Shim * Insert shims between rough opening and door unit, directly above and below hinges and near each installation hole in jambs, from the interior. Shims Side Jamb prevent jambs from bowing when unit is secured to rough opening. Interior View Installation Guide 9. Fasten Unit AWARNING Head Jamb Steel will corrode when used with ACQ Pressure Installation Hole Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from #10 x 3" Installation Screw ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property, or product damage. NOTICE Side Jamb Screw and Hinge color must match. Screws i used to secure unit through installation holes will be covered by Fastener Covers. Retain color i matching Screws to secure Hinges in Step 11. • For units with white Hinges, use brass colored #10 x 3" Screws to secure Side Jambs and white#10 x 3" Screws to secure Hinges. j For units with brass colored Hinges, use white #10 x 3" Screws to secure Side Jambs and brass colored #10 x 3" Screws to secure Hinges. _ • For units with other specialty finish Hinges, use either white or brass colored #10 x 3" Screws to Exterior View secure Side Jambs and matching finish #10 x 3" Screws to secure Hinges. • From the exterior, fasten unit through installation holes in Head and Side Jambs into rough opening using #10 x 3" Screws. For units with white Hinges, use brass colored #10 x 3"Screws. For all other units, use white #10 x 3" Screws. DO NOT tighten screws at this point. Take care not to scratch door and/or hinge finish. 10. Remove Spacer Clips Spacer Clip Small Pry Bar • Using protective material between frame and small pry bar, pry up on Spacer Clips to remove. 0 Thin Wood Piece Interior View a Installation Guide 11. Secure Hardware Door Panel • Insert a flat blade screwdriver into upper lock hole on doorFlat Blade panel and turn to unlock dead bolt. Insert Temporary Lock `:�n Screwdriver Handle into lower lock hole and turn down to open door. Lock Mechanism ` Units may have factory installed screws in hardware locations Temporary where#10 X 3" Screws will be fastened. For units with Lock Handle factory installed screws, remove screws shown in illustration and replace with #10 x 3" Screws, provided. Proper screws must be used for unit to perform properly. 0 • Fasten Side Jambs through center holes of all Hinges using #10x3" Screws, as shown. For white Hinges, use white #10x3"Screws. ' For brass Hinges, use brass colored #10 x 3"Screws. For specialty finish Hinges, use matching finish #10x3"Screws provided. #10 X 3"Screw (Center Holes AWARNING Apply First) ®' For Specialty Finish Hinges Only Specialty Finish Hinges Only Install matching finish #10 x 3" Screws into two center #10 X 1"Screw holes of all Hinges first, before replacing#10 x 1"Screws. (Top and Bottom Holes Removal of 1"screws before installing 3";screws'may result Apply second) in personal injury and/or product damage. 1/2"x 4"x 10"Shim Block • For Units with Specialty Finish Hinges Only, remove factory (Door Units with Stormwatch Protection) installed#10 x 1" brass colored screws from top and bottom holes #10 X 3"Screw Flush Balt Receiver of Hinge and replace with matching finish #10x 1"Screws provided. Remove and replace screws in only one hinge at a time. • For Door Units with StormwatchO Protection, place a 1/2"x 4"x 10" shim block directly above Head Jamb Lock Receiver, between _ header and head jamb. Head,lamb #10 X 3"Screw Flush Bolt Receiver Steel will corrode when used with ACQ Pressure Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit Sill to any rough opening made from ACQ Pressure Treated Lumber.Failure to use stainless steel fasteners may result in injury, property, or product damage. Hook Bolt #10 X 3" Receiver Screw • Remove Gold Colored#10x 1"Screws in Flush Bolt Receivers and replace with #10 x 3"Screws at Head Jamb and Sill. #10 X 1" • Remove Gold Colored#10x 1"Screws in Hook Bolt Receivers Stainless Q Latch and replace with Stainless Steel#10x 1"Screws. Steel Screw Receiver • Fasten through Latch Receiver using #10x3°Screws. Side Jamb Side Jamb 9 Installation Guide 12. Check Clearance and Operation Adjust Latch Blocker and Receiver and Hook Bolt Receiver(AP/PA Units) to achieve adequate weatherstrip compression, if required. Refer to hinge and hardware adjustment instruction guide for this product. Determine if clearance and operation are Interior correct. Door Panel should remain View motionless through entire operation range. If i clearance and/or operation are not correct: First, recheck rough opening for plumb and Door should remain motionless square. If rough opening is not plumb or when positioned at any point in the level, correct as necessary. Second, recheck entire operation range. sill plate for level. Third, refer to hinge and hardware adjustment instruction guide for this product. '13. Secure Unit and Apply Fastener Covers Tighten installation screws. Door must Fastener Cover remain plumb while tightening. (Head) * Position head Fastener Covers and snap into place by tapping lightly. Repeat for side Fastener Covers. Fastener Cover (Side) Exterior View 14. Apply Exterior Finish and Seal 1/4, 1/4° NOTICE For installations not using Installation 1/4" — Flanges, backer rod (not supplied) must be inserted around perimeter of door between frame and exterior finish in place of Installation Flanges. Silicone Sealant Apply exterior finish over Installation Flanges leaving 1/4" between door frame and exterior Caulk finish. Gun Apply backer rod and a continuous bead of silicone sealant around exterior perimeter of door between frame and exterior finish. Exterior View 10 Installation Guide 15. Insulate Around Unit When insulating between the unit frame and ; Batt Insulation rough opening, or between units when joining, DO NOT overpack batt insulation or overfill with foam. Bowed jambs will result affecting product performance and/or improper unit operation. i Small Pry Bar • Insert insulation between door frame and rough opening from the interior. DO NOT overpack batt insulation or overfill with expandable foam. Interior View Care and Maintenance General Information Your Andersen' hardware has been manufactured of high quality, fine metal. Fine metal requires periodic attention to maintain its beauty and characteristics. Climate, location, and exposure to corrosive environments such as industrial areas, pesticides, herbicides, or salts are challenges to your ability to maintain the hardware's beauty and characteristics. • DO NOT use or apply harsh chemicals, abrasives and/or cleaners. Product damage could occur. • DO NOT refurbish hardware. Contact a professional hardware restorer for refurbishing. Antique Distressed Nickel, or High-PerformanceBright • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. White or Stone • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. Polished Chrome or Brushed Chrome • Wash hardware using a mild detergent and a soft cloth. Avoid abrasive cleaners, cloths, or brushes. • Polish chrome finishes using a commercially available chrome polish following manufacturer's instructions. Oil Rubbed Bronze or Distressed • Handling and frequent use create the bronze patina that is the hallmark of the oil-rubbed bronze and distressed bronze finishes. Oil rubbed bronze and distressed bronze are "living finishes" with no protective coating. With use, your hands will polish away the darker material exposing the bronze beneath. The appearance of these finishes will vary depending on usage and environmental conditions. ® Occasionally apply light mechanic oil to deepen the color and sheen of the product. Cover metal parts with oil entirely, allow the oil to stand for a few minutes, then gently rub off excess using a clean cloth. A� Installation Guide Finishing, Cleaning, and Maintenance Instructions INTERIOR FINISHING QQUCff0@K Read and follow finishing manufacturer's instructions DO NOT expose unfinished wood to high and warnings on each container of finish material for moisture conditions, excessive heat or priming, painting, staining, and varnishing. humidity. Finish interior wood surfaces CLEANING immediately after installation. Unfinished Clean exterior frame, sash members, and insect wood surfaces will discolor, deteriorate, and/ screens using a mild detergent-and-water solution and or may bow and split. a soft cloth or brush. DO NOT use abrasive cleaners or • DO NOT stain or paint weatherstrip, silicone solutions containing corrosive solvents. For persistent beads, vinyl, glass, or hardware. dirt or grime, use a nonabrasive cleanser or a mixture Acid solutions used to wash masonry/ of water and alcohol or ammonia. concrete will damage glass, fasteners, MAINTENANCE hardware, and metal flashing. Follow the acid Immediately sand and refinish any interior wood that solution manufacturer's instructions carefully. becomes stained or mildewed to prevent further Protect and/or cover Andersen products discoloration and/or damage. For further information, during the cleaning process to prevent acid contact your local Andersen dealer. Dealers can be contact. If acid does come in contact with found in the Yellow Pages under Windows. unit, immediately wash all surfaces with clean water. 12 Nw Installation Guide d • Andersen. Andersen", Ill DoWindows with Storrrlwatch('� Protection (High-Performance" 1, Glass 1 WIN DO WS•DOO TM Design 11 ./" Congratulations! You have just purchased one of the many fine Andersen`'products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this Instruction Guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer,found in the Yellow Pages under"Windows" or call Andersen WindowCare®service center at 1-888-888-7020 Monday through Friday, 7 a.m.to 7 p.m. Central Time and Saturday, 8 a.m.to 4 p.m. Central Time. Thank you for choosing Andersen. Important Impact Resistant Glass used by Andersen is not hurricane proof or shatter proof, and may not offer a high level of security. Proper installation of window and door units with impact resistant glass is as important to product performance as the glass. Every assembly and installation is different(windloads, structural support, etc.), and Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. Andersen has no responsibility in regard to the post-manufactured assembly and installation of Andersen products. AWARNING7injury A - Using ladders and/or scaffolding and working use of hand/power Weight of window/door units) at elevated levels may be hazardous. Follow d result in personal and accessories will vary. Use a equipment manufacturer's instructions for /or product damage, reasonable number of people with safe operation. Use extreme caution when Follow manufacturer's sufficient strength to lift, carry, working around window and door openings. instructions for safeoperation and install window and door Falling from opening may result in personal of equipment. Always wear unit(s) and accessories. Always injury or death. safety glasses. use appropriate lifting techniques. AWARNING Unless specifically ordered,'Andersen windows and doors are not equipped with safety glass,and if broken, could fragment causing injury. Many laws and building codes require safety glass in locations adjacent to or near doors. Andersen windows are available with safety glass that may reduce the likelihood of injury when broken. Information ! on safety glass is available from your local Andersen dealer. * Andersen°Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. * Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen;'the AW logo,and"Andersen WindowCare"are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. ©2003-2005 Andersen Corporation. All rights reserved. 1 Instruction Guide 0005366 Revised 01/05/06 mM Installation Guide AWARNING Head Installation Flange DO NOT install air conditioning unit in window. Unit Side Installation Flange could tip or fall causing severe injury and/or product Upper Lock damage. Sash Outer Frame Member Bracket DO NOT attach objects to unit other than Andersen° Lower products specifically designed for unit. Product Sash damage could occur. Sill Bracket NOTICE • DO NOT remove banding tape until unit is installed. a Support or Impact Resistant Joining Kit must be Exterior View used when joining multiple units. Please check for availability I i • DO NOT apply Extension Jambs prior to unit installation. Check Rail Interlock Bracket Parts Included (Impact Resistant Only) (1) Installation Pack or (Instruction Guide,Jamb Clips and Screws) Windload Bracket (DP Upgrade Only) Tools and Supplies • Safety Glasses • Silicone Sealant Banding Tape •Tape Measure • 1-3/4" Roofing Nails • Hammer • 1-1/4" (3d) Finish Nails Corner Bracket • Level • Wood Block (Impact Resistant Only) Interior View • Shims • Insulation Caulk Gun • Power Drill Options and Accessories Utility Knife • 1-1/4" Screws (minimum) • Extension Jambs Insect Screens Carpenter's Square • Backer Rod •Grilles 1. Prepare Rough Opening Tape Measure Square Check sill plate for level. Sill must be level. Shim sill plate if necessary. Check rough opening for plumb and level. If rough opening is not plumb or level, correct as necessary. Level Check opening for square by measuring diagonally, upper left to lower right and upper right to lower left i corner. Measurements must be within 1/8". If rough opening is not square, correct as necessary. NOTICE For masonry installations using wood bucks follow procedure for wood frame construction. Wood Frame/Buck Construction Masonry Construction Interior Views 2 Installation Guide ' . Prepare Unit Remove unit from packaging. Place unit interior side up on a clean, flat work surface. NOTICE _ GON NOT remove e ove banding tape until unit Is Installed. ' Packaging Blocks m Remove wood/foam packaging blocks and staples. Interior Side Up Close and lock sash to keep unit rigid and square during installation. i} 0 Packaging Block NOTICE o Installation Flanges are factory applied to fit 4-1/2" wall thickness. Installation Flanges may be reversed to fit 4-1/8" wail thicknesses, iiiFrame/Buck For 4-1/2" wall thickness, proceed to Step 3. iii Frame/Buck Construction * Remove Installation Flanges by pulling outward and reverse end for end. o Replace Sill Installation Flange in kerf centering along o sill. Tap in place until fully seated using a wood block ' o and hammer. Head Repeat for Side Installation Flanges positioning flush Side o,, Installation with bottom of unit and overlapping Sill Installation Installation Flange Flange Flange equally to the exterior. Interior Side Up Repeat for Head Installation Flange, centering along head and overlapping Side Installation Flanges equally to the exterior. Masonry Construction/Replacement Installations (may require removal of Installation Flanges) NOTICE Removal of Installation Flange may be necessary Uhl for some masonry installations, replacement Q installations, and/or where exterior finish (siding, Installation Flange brick veneer, stucco) is already applied. (4-1/2"Wall) n� Remove Installation Flanges by pulling outward. LTJ Q 7 Installation Flange Wood Block (Reversed for 4-1/8"Wall) 3 Installation Guide 3° Apply Jamb dips 11 Jamb Clip \�\��, Jamb Number of Jamb Clips and/or Screws is based + Kerf on maximum unit performance design pressure (DI') rating. Use correct number of clips and screws listed. If structure is rated at a design pressure (DP) 5/8°Screw(for head/side jambs) Interior Side Up below maximum listed (DP), altering number of 1-1/4"Screw(for sill) Jamb Clips and/or screws may be approved by I consulting an architect or structural engineer. 80 e 8 Position Jamb Clips in kerf on back side of jambs, long 8.. $, leg to interior, extending 1-1/8" above jambs. 1 Jamb Clip Locate two Jamb Clips on head jamb 8"from each side. 1" 1° , Locate four Jamb Clips on side jambs, 8"from top, 8" 1° 1" from bottom, and remaining two clips 1" above and 1" below Check Rail Interlock Brackets or Windload Check Rail Interlock ° Brackets. Bracket(Impact • Fasten Jamb Clips to head and side jambs using two Resistant) 5/8" screws. 8" 8" or • Locate two Jamb Clips on sill 8"from each side. Windload • Fasten Jamb Clips to sill using two 1-1/4" screws. Bracket(DP Upgrade) 8" 8" TW18-TW210 Units Interior View Center TW31 t $„ / 8.. • Locate three Jamb Clips on head jamb 8"from each side and one at center. $" $" Locate four Jamb Clips on side jambs, 8"from top, 8" bottom, and remaining two clips 1" above and 1" Jamb Clip below Check Rail Interlock Brackets or Windload Brackets. A1 Fasten Jamb Clips to head and side jambs using two 5/8"screws. Locate three Jamb Clips on sill 8"from each side and Check Rail Interlock ° one at center. Bracket(Impact Resistant) ° Fasten Jamb Clips to sill using two 1-1/4" screws. or ° Windload ° Bracket(DP Upgrade) $„ 8, TW30-TW38 Units Interior View 4 Installation Guide 4, Install Unit Installation AWARNING Flange Weight of window'unit(s) will vary. use a reasonable i number of people with sufficient strength to lift, carry. and install window unit(s) and accessories. o ,� Always use appropriate lifting techniques. • DO NOT set window unit directly on sill plate. Elevate unit on shims at side jambs. Sill plate may 1/4" Bead bow and interfere with window operation. Silicone Sealant • Unit must be properly shimmed. Failure to do so Caulk Gun could result in product damage. f Provide a minimum clearance of 1/2"from top of brick/masonry to the bottom of any portion of sill. Failure to do so could result in product damage. Backer Rod / Sill Silicone Sealant 1/2"3--= ----- Shims Interior View Brick O O Veneer I I Apply 1/4" silicone sealant bead, full perimeter, to back side of Installation Flange or around perimeter of rough Side iamb Square opening 1/2"from edge as shown. Lift unit into rough opening and center side-to-side. For Wood Frame/Buck Construction, from the exterior, Shims Shims fasten one upper corner of unit using a 1-3/4" roofing nail through Installation Flange. Check level of unit from the interior. Shim only at Level corners of sill under Side Jambs to level unit, if needed. Tape Measure For joined units, shim must be placed under joining Sill Plate j post(s) at sill. 81 Measure diagonally across unit, upper left to lower right and upper right to lower left corners. If measurements are equal, unit is square. If unit is not square, adjust by inserting shims between Side Jambs and rough opening (full depth) near unit corners. Shims Interior View rt_ Installation Guide 4, Install Window Unit (Continued) -- Measure across head, center, and sill of unit from _ . exterior. Center dimensions should match head and sill dimensions. Shim to straighten Side Jambs if needed. For impact Resistant Units, shim from interior between Installation Flange i Tape frame and rough opening (full depth) at Check Rail Measure Interlock Brackets using flat, not tapered, shims to obtain an interlock gap of 1/8". For OP Upgrade Units, shim from interior between unit frame and rough opening (full depth) at Windload Brackets using flat, not tapered, shims. Exterior View II Check Rail Interlock o Bracket Shim I Interior View Impact Resistant Units Windload Bracket Shire Interior View DP Upgrade Units 6 - Installation Guide . install Window Unit (Continued) AWARNING Outer Frame j Steel will corrode when used with ACQ Pressure Member Bracket Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property,or product damage. i #8 x 3"Color For Wood Frame/Buck Construction, fasten unit to Matched Screw wood frame rough opening using two 1-1/4" screws through each Jamb Clip. Secure Outer Frame Member Brackets to rough opening using #8 x 3" Color Matched Screws. 4 For Masonry Construction, fasten unit to masonry rough opening using two 1-1/4" (minimum) masonry anchors through each Jamb Clip. Remove existing 3" Exterior view Color Matched Screw and secure Outer Frame Member Bracket to rough opening using 3" (minimum) masonry anchor. Remove banding tape. Jamb ClipJarnb Clip (bent into position) Jamb Clip Outer Frame Member Bracket Outer Frame #8 x 3"Calor Member Bracket Outer Frame #8 x 3"Minimum Matched Screw Member Bracket Masonry Screw (provided) (by others) Utility Knife Banding Tape Interior View 7 m Installation Guide r Apply Flashing Tape AMUMM i 'Unit must be properly flashed and sealed for protection against water and air infiltration. Use non-reflective j lashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl a deformation and product damage may occur. NOTICE This instruction step depicts one of many options for proper flashing. Moisture infiltration problems in any type of building can be reduced by properly flashing and/or sealing around all building openings, including windows and doors. Proper flashing under and around window and door openings can reduce moisture problems, but the performance of any building system depends upon the design j and construction of the building system in its entirety, which should address local environment, climate, building codes and product and material limitations. The design and installation of flashing and sealing systems are the responsibility of the architect, contractor, installer, and/or the manufacturer of the building j exterior specified for the project. Apply flashing tape over Installation Flange at sill. i Apply flashing tape over Installation Flange at sides, Flashing Tape 3rd at Head overlapping flashing tape at sill. Apply flashing tape over Installation Flange at head, 2nd at Sides overlapping flashing tape at sides. 1st at Sill Ll Exterior View 6, Insulate and Seal Unit sill Side Jamb Cross Cross Section Section — When insulating between unit frame and rough opening or between units when joining, DO NOT Backer Rod overpack batt insulation or overfill with foam. Bowed jambs will result affecting product performance and/or proper operation of unit. Silicone I Sealant Backer NOTICE Rod Silicone Sealant A minimum space of 1/4" is required around exterior perimeter of unit between frame and siding. Masonry/Brick Veneer installations require a C minimum 1/2" space along sill and 1/4" space around the remaining perimeter. Siding Brick Veneer Insulate between frame, extension jambs, and rough opening on all sides from the interior. DO NOT overpack or overfill with insulation; bowed jambs may result. Apply backer rod and silicone sealant around exterior perimeter of window after siding (or other finish) is Exterior View applied. 8 Installation Guide 7. Attach Interior Casing (supplied by others) 1° If optional Sill Stop, Stool or Sill Extension Jambs are to be Nail used, refer to their specific instruction guides available at Casing your Andersen Dealer or at www.andersenwindows.com. Side Jamb Install on unit before Interior Casing is applied. AWA . NING is Steel will corrode when used with ACO Pressure i . Treated Lumber. Obtain and use the appropriate size stainless steel fastener as called out in the installation guide to fasten unit to any rough opening made from ACQ Pressure Treated Lumber. Failure to use stainless steel fasteners may result in injury, property, or product damage. Sill Stop When applying Interior Casing, carefully read and follow directions and illustrations. Failure to do so Sill 2-3/8" may result in damage to Sill and Jamb Liners. Fasten Interior Casing to sill using 3d (1-1/4")finish nails. NailQ Nail at 2-3/8"below top of Sill Stop. Lr-�l Casing 15°Angle Fasten Interior Casing to side jambs and head using 3d (1-1/4") finish nails. Nail 1"in from outside of Head and Side Stop. j Set all nails to approximately 1/16"deep below wood surface. Apply wood filler to nail hole. For DP Upgrade units only. Wind Load Brackets must be flipped up when not tilting or cleaning. If Wind Load Brackets are not flipped up, window could blow in resulting in potential injury and/or product damage. Flipped Up Flipped Down 9 9 r m� Installation Guide Finishing, Cleaning, and Maintenance Instructions ��° U 11 U0� INTERIOR FINISHING Read and follow finishing manufacturer's instructions ® DO NOT expose unfinished wood to high and warnings on each container of finish material for moisture conditions, excessive heat or humidity. I priming, painting, staining, and varnishing. Finish interior wood surfaces immediately after CLEANING installation. Unfinished wood surfaces will Clean exterior frame, sash members, and insect discolor, deteriorate, and/or may bow and split. screens using a mild detergent-and-water solution and ® 00 NOT stain or paint weatherstrip, silicone a soft cloth or brush. DO NOT use abrasive cleaners or beads, vinyl, glass, or hardware. solutions containing corrosive solvents. For persistent * Acid solutions used to wash masonry will dirt or grime, use a nonabrasive cleanser or a mixture damage glass, fasteners, hardware, and metal of water and alcohol or ammonia. flashing. Follow the acid solution manufacturer's MAINTENANCE instructions carefully. Protect and/or cover Andersen products during the cleaning process Immediately sand and refinish any interior wood that to prevent acid contact. If acid does come in becomes stained or mildewed to prevent further contact with unit, immediately wash all surfaces discoloration and/or damage. For further information, with clean water. contact your local Andersen dealer. Dealers can be found in the Yellow Pages under Windows. Steps for Tilting & Cleaning ® I I Brackets must be flipped up when not 2. I Open tilting or cleaning.If brackets are not flipped up window could blow in resulting , win45dow in hes. in potential injury and/or product damage. d , A WARNING *4. I l Flip brackets • _ Window is heavy.Use two people to tilt down and wash. Failure to do so could result in FUPX°WX into window personal injury and/or product damage. frame. r:DX 055Slide wash assists from top 6. Hold window until supported on corners down between ^Ss a chair or object at a 900 angle P01 window and vinyl until they from the wall.Slide assists snap. Pull and tilt window.J back up to top of window.__J Slide upper window $. After washing,lift window . ' °�u• 171 IMM g P«< down.Depress vinyl rail at center point&lift channel. Pull window back into jamb liner. out one corner at a time. Repeat for lower window. iI I Flip up brackets. If brackets are not flipped up window could j blow in resulting in potential I injury and/or product damage. ' These steps apply to DP Upgrade Units Only. 10 . Own REPORT OF GEOTECHNICAL EXPLORATION COUGHLIN RESIDENCE ATLANTIC BEACH,FLORIDA E&A PROJECT NO. 0175-0001 Prepared for: Grider Construction, Inc. 1407 Arden Way Jacksonville Beach, Florida 32250 op Prepared by: Ellis&Associates,Inc. 7064 Davis Creek Road Jacksonville, Florida 32256 January 3, 2007 MR MIENW&Associatesinc. Environmental ■ Geotechnical ■ Materials Testing Integrated Engineering Services 00 January 3, 2007 Grider Construction, Inc. 1407 Arden Way Jacksonville Beach, Florida 32250 Attention: Mr. Gary Grider Reference: Report of Field Testing and Geotechnical Exploration Coughlin Residence Atlantic Beach, Florida E&A Project No. 0175-0001 Dear Mr. Grider: Ellis&Associates,Inc.(E&A)has completed the field testing and associated geotechnical exploration for the subject project, as authorized by you on December 19, 2006, which was performed in accordance with our revised proposal,also dated December 19,2006. The work was performed to evaluate the general subsurface conditions at the requested test locations, and to provide groundwater infonnation and measured vertical infiltration rate data for the encountered soils. We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project and look forward to providing the materials testing and observation that will be required during the construction phase. If you have any questions, or if we may be of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES,INC. Stephen K. Meyer, E.I Sal P.E. Staff Engineer Project Geotechnical Ei:gineer Registered, Florida No. 62984 Distribution: Mr. Gary Grider—Grider Construction, Inc. 3 copies 7064 Davis Creek Road Jacksonville,, 32256 p:904-880-0960 f:904-880-0970 Serving the Southeast since 1970. Offices: Jacksonville, F� Titusville, FL Daytona, FL Brunswick,GA eftassoc.com so �r -R Ellis&Associates inc. Coughlin Residence M„ TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION 1.1 Site Location and Description................................................................................................1 1.2 Project Information................................................................................................................1 2.0 FIELD EXPLORATION AND TESTING............................................................................1 2.1 Auger Borings.........................................................................................................................1 2.2 Double Ring Infiltrometer Tests ............................................................................................1 3.0 SOIL CLASSIFICATION.......................................................................................................2 4.0 GENERAL SUBSURFACE CONDITIONS..........................................................................2 4.1 General Soil Profile................................................................................................................2 4.2 Groundwater Level ................................................................................................................2 4.3 Preliminary Estimated Normal Seasonal High Groundwater Level.......................................2 5.0 TEST RESULTS AND RECOMNIENDATIONS.................................................................3 5.1 DRI Test Results....................................................................................................................3 5.2 Borrow Suitability..................................................................................................................3 6.0 REPORT LIMITATIONS.......................................................................................................3 FIGURES Figure 1. Site Location Plan Figure 2. Field Exploration Plan Figure 3. Generalized Subsurface Profiles APPENDICES Appendix A. Soil Boring Logs 0175-0001-1-sm i January3, 2007 EIIinAssociatesinc. Coughlin Residence 1.0 PROJECT INFORMATION 1.1 Site Location and Description The site for the subject project is located at 1769 Beach Avenue in Atlantic Beach,Florida. The ' general site location is shown on Figure 1. Based on visual observation at the time of our field exploration, the topography of the site appeared to be gently sloping downward toward the west. The Atlantic Ocean is located along the eastern property line. At the time of our field work,the site contained the remains of a demolished house(i.e., debris consisting of wood,bricks, etc.),with some areas of grass and a few pine and oak trees. Adjacent properties include one-to 2-story single family residential structures to the north, south, and west. 1.2 Project Information Project information has been provided to us in our discussions with you. We have been provided with a copy of a site plan for the subject site,prepared by Sunscapes Landscape Design,Inc.,last dated August 31, 2006. This plan shows the boundary limits for the property, the existing roadways adjacent to the site, and the layout of the proposed construction. Based on the provided plan and our discussion with you, it is our understanding the proposed project includes construction of a 2-story single family residential structure with an associated parking/drive area. The purpose of our work was to evaluate the subsurface conditions at the requested test locations,with respect to soil and groundwater conditions,and to provide measured vertical infiltration rate data for the soils encountered at the requested test locations/depths. If the understood project information varies from these conditions,then the information contained in this report may need to be re-evaluated. Any changes in these conditions should be provided so �,. the need for re-evaluation can be assessed. 2.0 FIELD EXPLORATION AND TESTING Field work was performed on December 19, 2006. A copy of the plan provided to us, which shows the approximate boring/test locations, is included as the Field Exploration Plan,Figure 2. The approximate boring/test locations were located in the field by you and recorded in the field by our personnel using taped measurements from existing roadways and site features,and should be considered accurate only to the degree implied by the method of measurement used. A summary of the field procedures discussed below is included in Appendix A. 2.1 Auger Borings To explore the subsurface conditions at the requested test locations,we located and performed 2 auger borings, drilled to a depth of approximately 7 feet below the existing ground surface in general accordance with the methodology outlined in ASTM D 1452. Representative soil samples were recovered from the auger borings and returned to our laboratory for further evaluation. 2.2 Double Ring Infiltrometer Tests Two Double Ring Infiltrometer(DRI)tests were conducted at the requested locations and at the requested test depth (approximately 3 feet below the existing ground surface). The tests were ' performed in general accordance with the procedures outlined in the latest revision of ASTMD 3385, "Infiltration Rate of Soils in Field using Double Ring Infiltrometers." The test locations were initially cleared of all surface vegetation and topsoil,excavated to the desired test depth,and 0175-0001-1-sm 1 January 3,2007 d" ON 000 PW Ellis&Associates inc Coughlin Residence then leveled. The outer ring, approximately 24 inches in diameter, was driven to a depth of 6 P inches below the test depth. The inner ring, approximately 12 inches in diameter,was inserted inside the outer ring, centered, and driven to a depth of approximately 2 inches below the test depth. A thin layer of gravel was placed on the exposed soils inside the rings at the test level.The 2 rings were filled simultaneously with 4 inches of water. The water level was maintained throughout the test periods, with the required amount of water added to maintain this level in both rings recorded at time intervals of 5 minutes. After reaching a stabilized inflow volume of water,the tests were continued for approximately 60 minutes. 3.0 SOIL CLASSIFICATION Representative soil samples obtained during our field exploration were visually classified by a geotechnical engineer using the AASHTO Classification System. A key to the soil classification system used is included in Appendix A. The results of the soil classifications are shown on the Generalized Subsurface Profiles on Figure 3 and on the Log of Boring records in Appendix A. 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile Graphical presentation of the generalized subsurface conditions is presented on Figure 3. Detailed boring records are included in Appendix A. When reviewing these records, it should be understood that the soil conditions will vary between and adjacent to the boring locations. Generally, the borings encountered approximately 1.5 feet of fine sand with trace to some shell fragments(A-3),underlain by layers of fine sand(A-3)to the termination depth of the borings at approximately 7 feet below existing ground surface. 4.2 Groundwater Level The groundwater level was encountered at both of the boring locations and recorded at the time of drilling at depths varying from approximately 6.8 to 6.9 feet below the existing ground surface. However, it should be anticipated that the groundwater level will fluctuate due to seasonal climatic variations,tidal influences, surface water runoff patterns, construction operations, and other interrelated factors. The depth to the groundwater level at each boring location is noted on the Generalized Subsurface Profiles and on the Log of Boring records. 4.3 Preliminary Estimated Normal Seasonal High Groundwater Level The normal seasonal high groundwater level is affected by a number of factors. The drainage characteristics of the soils,the land surface elevation,relief points such as drainage ditches,lakes, rivers, swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions, including the boring logs and the measured groundwater levels, and our review of the Duval County Soil Survey,we preliminarily estimate the normal seasonal high groundwater level at the site to be approximately 3 to 3.5 feet above the groundwater levels measured at the time of our field exploration. It is possible that higher groundwater levels may exceed the estimated normal seasonal high groundwater level as a result of significant or prolonged rains. Furthermore,due to the close proximity of the Atlantic Ocean,it is likely that the normal seasonal high groundwater levels at the site will be primarily controlled by the ocean's tidal fluctuations. Design for non-nal seasonal high groundwater conditions,instead of the extreme conditions, generally is more appropriate. 0175-0001-1-sm 2 January 3, 2007 .. • .�, •� -,� •.r .,, .. .� ., .� ... .� �, .� Ellin Associates��. �* Coughlan Residence 5.0 TEST RESULTS AND RECOMMENDATIONS 5.1 DRI Test Results E&A performed DRI testing at the requested locations and depths to measure the vertical infiltration rates of the soils encountered. The results of the DRI tests indicated the following vertical infiltration rates: Test Soil Description and Classification Approximatetil Measured Vertical Infiltration Number at Tested Depth(AASHTO) Test Dtelpth [in/hrl [ft/dayl DRIA Fine SAND(A-3) 3 17.2 34.4 DRI-2 Fine SAND(A-3) 3 18.0 36.0 (1) Feet below existing ground surface. The measured vertical infiltration rates should not be construed to represent the actual exfiltration rates. For calculations, we recommend a factor of safety of at least 2 be applied to the above values. 5.2 Borrow Suitability Based on the provided information, we anticipate that some of the soils encountered at the boring/test locations may be excavated and used as fill for the adjacent construction. Based on the boring results and classification of the soil samples, the fine sands (A-3), as encountered at the boring locations,are considered suitable for use as fill soil. The soils containing surficial organic material(topsoil)will require removal and are considered unsuitable for use as structural fill. Any topsoil could be used in landscape berms. It should be anticipated the soils at the testing locations that are below the groundwater level will have moisture contents in excess of the modified Proctor optimum moisture content and will require stockpiling or spreading to bring the moisture content within 2 percent of the soil's optimum moisture content corresponding to the required degree of compaction. 6.0 REPORT LIMITATIONS Our geotechnical exploration and testing has been performed and our findings obtained in accordance with generally accepted geotechnical engineering principles and practices. E&A is not responsible for any independent conclusions,interpretation,opinions,or recommendations made by others based on the data contained in this report. This report does not reflect any variations that may occur adjacent to or between soil borings/test locations. The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation. 0175-0001-1-sm 3 January 3,2007 �s w Apo ." ,m FIGURES 4" MOO .w am .A ..a 'EM= Street Atlas USA®2002 NAVAL S.ATIGNST TPRPWPO WGNOERWOOO OR 1D1 m9 9" PppPd' p PIONEER OR Am m qd 8 5T / t /-'� MmliMm Y.YeA �m p<<� i Z� LIZ LY -7.F EST -- --..-- 2.m.." I S N � I .Ga4.N�ar 1 Cr'S� k '1' W OC�NFORES-DP.ri • � � HQYs SN PryN JY Si WOL'REACNDR 01 ] R E 1 •YOAKrOWN GR .� U �l ValU�y FORGE CT ¢ 51RN5 C� 4 I � p. � I P�s.cr S >AH sr KBEAeN SID Dc 0�uunsa cwE V — Approximate m , _ i g Site Location o B f sPaLMwOCQ LN pAAVHD c- oRA�s °v - 1ST E RD 0 0IAosEw sT Wal.TEq S KESTNER RD Ir'�� C� y msi' J 1 - Donnp g Zst � M ` LEw RD sT � n'n g i w 1'IT-sr p 11TK STYm I s- 5T WESTj oA o p ANS SAV—Bseoh dW�f ST F g',.yn Ye PLASA Sf 7 O ; - $a Wer - a BTH Br BTH g n'sr REDFIN DA 1 n s—.DA AD ST $ $ m povEcuNa RD �m � c < aR z g d'Y f� 9 i w -. No SWEPT CIR'pg ,�-, ' N Ii CHERRY sT tP 9 1 2 �tlf9CN � CHERRY 5T C r f➢ $� � �6R, I,'{ MNG9 RD rt' - � ��Q 2' ��y ^IiFn�•-•.c�' 1 N-PLI IN PL 1 R W MAGNOLIA 57 es L ' �OREST AVE I ®2002 O.Lorms.5tn1t Atla USP.®2DUs. Ellis &Associates inc. Site Location Plan n] Environmental ■ Geotechnical ■ Materials Testing Coughlin Residence Integrated Engineering Services EB:998 Atlantic Beach,Florida 7064 Davis Creek Road Jacksonville,FL 32256 p.904-880-0960f 904-880-0970 email:ellis@ellisassoc.corn n Serving the Southeast since 1970. Offices: Jacksonville,FL Titusville,FL Daytona,FL Brunswick,GA r Date: 1/2/07 Project No.: 0175-0001 Figure 1 •w ... -I Graphical Scale 0' ±20' ±40' MR DRI-2 _ DRI-1 Reference: Site plan provided by Sunscapes Landscape Design,Inc. (Drawing Last Dated 8/31/2006) No LEGEND Field Exploration Plan Coughlin Resident Approximate Location of Double Atlantic Beach,Florida e Test Ring Inflitrometer /U7 Project IVo 017'6.000 0001 ol! a . �e APPENDIX A „. SOIL BORP,G LOGS ..,� .� .� ,. .., ..� .. ..� ,� . , *■r .� -•, Ellis&Assoclatesinc. ProjectNo.: 0175-000] Boring No.: DRI-1 LOG OF BORING Sheet l of 1 Project: Coughlin Residence Client: Grider Construction. Inc. Drill Rig: ATV Driller: M.McOuaig Boring Location: _See Field Exploration Plan Drill Rod: Flight Auger Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 6.9 ft Time: Drilling Date: 12/19/06 Boring Begun: 12/19/06 Boring Completed: 12/19/06 U o SHEAR STRENGTH w wa z Z Z F- (ksf (� y J p W Pocket Penetrometer LU WLL F d a Q W U f., J Undisturbed Sample J W LU 2 to Z Pocket Penetrometer IL = _, DESCRIPTION a R o W a o H 00 p Disturbed Sample d N Z I— Z N Q U j • Torvane < LU p Q O Z U 06 ii Lu W + v 0 Unconfined Compression M W W it Z O ® Triaxial Compression a 0 D 10 20 30 40 0 1 2 Light Gray Fine SAND;Few to Some Oyster Shell Fragments(A-3) Light Gray Fine SAND(A-3) 2 5 Brown Fine SAND(A-3) ' Light Brown Fine SAND(A-3) 4 Boring Terminated C 7 ft. gest 10 15 awe 0 p CD w Q U ON 20 G N J J W a dee c� 0 0 0 0 so Z 0 25 m Remarks w 0 0 An 0 J .■ .,, .� �a -, .� .� •we �. .. E1111M Associates inc. Project No.: 0175-0001 Boring No.: DRI-2 LOG OF BORING Sheet 1 of 1 Project: Coughlin Residence Client: Grider Construction Inc. Drill Rig: ATV Driller: M.McQuaig Boring Location: See Field Exploration Plan Drill Rod: Flight Auger Drill Mud: Casing Size: Length of Casing: Groundwater Depth: 6.8 ft Time: Drilling Date: 12/19,/06 Boring Begun: 12/19/06 Boring Completed: 12/19/06 V C7 SHEAR STRENGTH O w W Z Z Z W F (kSf) Z W <J W> J M W Pocket Penetrometer - W LL H y a a W H F _ Undisturbed Sample W W W 3 CO U Z J Pocket Penetrometer a i � DESCRIPTION a M O W a o O O o Disturbed Sample �• d � n 9 Z H Z N Q U E5 V Torvane Z Q W N O U 2 U O d + Unconfined Compression m W W Z 0 0 ® Tnaxiai Compression a a (%) 0 D 1D 20 30 40 D 1 2 "a Grayish Brown Fine SAXD,Trace to Fera-Oester SheFragments(A-3) 1 Light Grayish Brown Fine SAND(A-3) 2 Light Gray Fine SAND(A-3) 3 4 5 5 Boring Terminated @ 7 ft. H1D 15 0 N O Cn W F- Q U q 20 Q J W a �w ca 0 0 r 0 Z 0 25 m Remarks LL C) O J .. .,� .� A +,�, .., .�, .. .. w PW Ellis&As �► Associates inc. FIELD EXPLORATION PROCEDURES Flight Auger Boring The auger borings were performed mechanically by the use of a continuous-flight auger attached to the drill rig and in general accordance with the latest revision of ASTM D 1452, "Soil Investigation and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface by the augering process were placed in sealed containers and transported to our laboratory where they were examined by our engineer to verify the driller's field classification. ON *� .� .� .� ., ,,. .�, •e .�. .�, ., ., O T A U n LTJ (J C C Q o EE Q Q N mm iD >— � U D N O T O Z x = v Z q o E E T d ED Q n E D N O E = U n A y p > > ¢ Q o E E 0 W o > m LU U O m y W N c F E C lLJ �... "t CO O N i i Q O p > I I I I I U' y C) > y m O N L') Z @ L- 0 O _ U D a N T E E � �% r [LO O Q ^ c o c O y m ti Fr U O D O 0 U y N U m m w .. cA V) y 0 0 r N L7 C co U '� v T D 0 ID J J N t0 N � m Q cc U O _ = N E E L? LFIJ U O Q W O ca C CO N v x U a w UV "6p m Z E m W C O y � m L'1 N E X'mm �oR� O F [n � � � rn R � Cc N EE a. c U o ` Co d C C � Q f V D W N Q7 O m m U Q N m p C V N J J = cD ] Q C9\ m 3 y 3 cILL 0 O h E D E � Z' LrJ co d O > ami > LL m L - 0 > U T� Lu Q '� vi lL IG N N E E N W c V) d v m. D Otp � ooLo y c7Q UI I N y m c�7 D I Z m m Lnoo y � N [0 Q -o U C O N N , d � V Z cmc L� m L� v U Q C O tm C vi x D D o x m m v, U fq 'D uj C @ Lo N[U w000 � rAQ E C N tD O N m- a N m J a. E U C O O @ C.� m �ZZZ m.2 Z ffy c4 (D Lo Lo NI— a N W U J [6 m N CL O U o v) a U m d O = z D U ow •, an w City of Atlantic Beach # } Building Department U Certificate of Occupancy '�yJr3a�� This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: April 24, 2009 Permit Number: 06-34364 Contractor: Grider Construction, Inc. Address: 1769 Beach Avenue Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: V Occupancy Class: Residential R-3 Design Occupant Load: N/A Sprinkler System Required: None Special Stipulations/Conditions: None MICHAEL GRIFFIN BUILDING OFFICIAL U.S.n9PARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28.2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name THOMAS COUGHLIN Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1769 BEACH AVENUE City ATLANTIC BEACH State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 35, NORTH ATLANTIC BEACH UNIT 1 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.30'20'45.30"N Long.81°23'50.97"W Horizontal Datum: ❑NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosures) N/A sq It a) Square footage of attached garage 725 sq It b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State ATLANTIC BEACH 120075 1 DUVAL I FL B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 120075 0001 D N/A 04/17/89 "X" N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile E FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item 69: ❑NGVD 1929 ❑NAVD 1988 ❑Other(Describe)N/A B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ENo Designation Date ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction' ®Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 21.7 E feet ❑meters(Puerto Rico only) b) Top of the next higher floor 21.7 E feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 11.0 E feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 21.1 E feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) I) Lowest adjacent(finished)grade(LAG) 11.0 E feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 21.2 E feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. !understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E Check here if comments are provided on back of form. Certifier's Name DONN W.BOATWRIGHT,P.S.M. License Number LS 3295 vv Title PRESIDENCompany Name BOATWRIGHT LAND SURVEYORS,INC NUl ,_ \ Address 1 00 R BERT DRE City JACKSONVILLE BEACHState FL ZIP Code 32250 Signature Date 04/14/09 Telephone (904)241-8550 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1769 BEACH AVENUE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 3 REAR VIEW 1ir R Boyd, Nancy From: Hall, Erika Sent: Monday, April 20, 2009 8:35 AM To: Boyd, Nancy Subject: 1769 Beach Av/tree mitigation for final CO Nanc\', -1 he property located at 1769 Beach Av owed 26.5"in palms for tree mitigation. Contractor Garr' Grider called Friday -1/17 and said the trees were ready for inspection. I went by and cheiked it this morning, and they have I I or more palms, >6" each planted, so they more than surpass their requirement. So, please sign me oft for their final CO. 'I hanks, Erika 1-fall Principal Planner City of Atlantic Beach QUO';eminotc Road � �f 7� atlantic h'each, Ft. 32-')')3 - j Tj 904.270.1605 ehall'�';yoab.Lis �-' © 1 ,l , t E F !,rid:: • . 01 - Boyd, Nancy From: Boyd, Nancy Sent: Wednesday, April 15, 2009 4:24 PM To: Hall, Erika Subject: RE: 1769 Beach Av/tree mitigation Erika,did Gary take care of this mitigation yet? He called and said he's ready(although he has not satisfied PW issues yet)for the final CO on this property. Let me know about the palms. Thanks, Nancy From: Hall, Erika Sent: Thursday, April 09, 2009 9:22 AM To: Boyd, Nancy; Graham Shirley Subject: 1769 Beach Av/tree mitigation I just 4poi:e with G. regardinthe final trevinsrec ti+>n I this ��ddress. The true i1erillit tris pulled ill _Omi inal it appears that they niiti<Tati_on of in polil7s. t le sa1d that he would tare that r_dOV i if.k`-) P, after which 1 Xv ill he I ead" to "it;n off. i hanl.�' i.rikO l !all Princip,iI Planner Otv of :atlantic Beach Soo``)c fillnoik2 Road vi,intit, l3eai h, F[. ,223.' ('l j 004.27/0.1605 hall�rr coah.i�s �,I'.. `•I< Al 1'. i' oit1;i 11:15 ; 1( I (t;ltt j'11I Ih' 1 v'( R �' {:1=,1 llril 't ➢7tli : 1}l t5ttltll' l(111]. i13%Iti ihi)i tl, C! !.) j I�'-ia._ 1 PREPARED 12/26/08, 16:08:01 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 12/29/08 ADDRESS . : 1769 BEACH AVE ' SUBDIV: CONTRACTOR GARY GRIDER CONSTRUCTION INC PHONE (904) 463-4606 OWNER COUGHLIN PHONE PARCEL 169674-0000- - APPL NUMBER: 06-00034364 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT �G a lin rQ I( REQUESTED INSP DESCRIPTION AAA 4� TYP/SQ COMPLETED RESULT RESULTS/COMMENTS (,� ------------------------------------------------------------------------------------------------ 10 01 3/09/07 DH BD FOOTING TIME: 17:00 3/21/07 AP PILINGS GARY GRIDER 463 4606 13 01 4/17/07 DH BD FRAMING TIME: 17:00 4/18/07 AP GRADE BEAM INSPECTION CONTACT: GRARY GRIDER @ 463-4606 59 01 4/30/07 DH BD FILL CELL/TIE BEAM TIME: 17:00 4/30/07 AE cell fill inspection contact:STANTON MILLS@ 219-8509 1ST FLOOR FILL CELL TO 8' 59 02 5/16/07 DH BD FILL CELL/TIE BEAM TIME: 17:00 5/16/07 AE concrete columns Gary Grider 463 4606 PARTIAL FOR 1ST FLOOR VERT COLUMNS 57 01 6/11/07 DH BD OPEN FLOOR FRAMING TIME: 17:00 6/13/07 AP ***lintel and beam*** gary grider 463 4606 need pm appt 11 01 7/26/07 DH BD SLAB TIME: 17:00 7/26/07 AP foundation gary grider requests to meet you at the site 463 4606 59 03 9/06/07 NS HD FILL CELL/TIE BEAM TIME: 17:00 9/11/07 AP LINTEL, GARY 463.4606 59 04 10/02/07 NS BD FILL CELL/TIE BEAM TIME: 17:00 10/03/07 AP LINTEL CONTACT GARY GRIDER 463 4606 13 02 10/16/07 NS BD FRAMING TIME: 17:00 10/16/07 AP LINTEL, GARY GRIDER, 463.4606 59 05 11/07/07 DH BD FILL CELL/TIE BEAM TIME: 17:00 11/09/07 AP TIE BEAM, GARY, 463.4606 13 03 2/28/08 MJ BD FRAMING TIME: 17:00 2/28/08 CA rough gary gardier 4634606 Met with Gary Grider. Did a courtesy walk through to get familiar with the project. 15 01 3/20/08 WE BD INSULATION TIME: 17:00 3/20/08 AP gary grider 463 4606 97 01 12/29/08 MJ BD CERTIFICATE OF OCCUPANCY TIME: 17:00 pm gary grider 463 4606 -------------------------------------- COMMENTS AND NOTES -------------------------------------- tJn L t ec� �i nv� I I`7 !{I QJ C° `Jy P ) a A (3 v ► , d, I Graham Shirley From: Carper, Rick Sent: Monday, December 29, 2008 8:08 AM To: Graham Shirley; Griffin, Michael Cc: Nodine, Phil; Giiboy, Tim Subject: RE: CO Inspection 1769 Beach Ave I spoke with Gary this morning—he is looking for a Temporary CO for Homestead purposes(if the house does not have at least a Temp CO by end of year, it will not be eligible for the homestead exemption. The county has indicated they consider the home substantially complete, so will tax at full value unless exemption is granted. From: Graham Shirley Sent: Friday, December 26, 2008 8:18 AM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Boyd, Nancy; Nodine, Phil Cc: Clemons, Malcolm; Hall, Erika; Boyd, Nancy; Jones, Mike; Griffin, Michael Subject: CO Inspection 1769 Beach Ave To All,Gray Grider asks for a final CO inspection for permit#06-34364, 1769 Beach Ave, Gary's#is 463 4606. Gary is requesting this for Monday 12/29 in the afternoon. Shirley L. Graham Boat Department Atlantic Beach,n sgrahamA,coah.ms Graham Shirley From: Clemons, Malcolm Sent: Monday, December 29, 2008 2:28 PM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: CO Inspection 1769 Beach Ave 12/29/08 Backflow preventer installed. OK From: Clemons, Malcolm Sent: Monday, December 29, 2008 8:54 AM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: CO Inspection 1769 Beach Ave They are using irrigation system for Palm trees,They need a backflow preventer installed. Malcolm From: Graham Shirley Sent: Friday, December 26, 2008 8:18 AM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Boyd, Nancy; Nodine, Phil Cc: Clemons, Malcolm; Hall, Erika; Boyd, Nancy; Jones, Mike; Griffin, Michael Subject: CO Inspection 1769 Beach Ave To All,Gray Grider asks for a final CO inspection for permit#06-34364, 1769 Beach Ave, Gary's#is 463 4606.Gary is requesting this for Monday 12/29 in the afternoon. Shirley L. Graham BUH11ing Department Atlantic Beach,n slaraham a,coab.us Graham Shirley From: Clemons, Malcolm Sent: Monday, December 29, 2008 8:54 AM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: CO Inspection 1769 Beach Ave They are using irrigation system for Palm trees,They need a backflow preventer installed. Malcolm From: Graham Shirley Sent: Friday, December 26, 2008 8:18 AM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Boyd, Nancy; Nodine, Phil Cc: Clemons, Malcolm; Hall, Erika; Boyd, Nancy; Jones, Mike; Griffin, Michael Subject: CO Inspection 1769 Beach Ave To All, Gray Grider asks for a final CO inspection for permit#06-34364, 1769 Beach Ave, Gary's#is 463 4606. Gary is requesting this for Monday 12/29 in the afternoon. Shirley L.Graham Building Department Atlantic Beach,n s9raham(J-t,coah.us 2008-12-28 18:33 2019301788>> 9042461082 P Vi TO.MIKE GPJ FFIN +C,ITX OF ATLANTIC BEACH BUILDING DEPT. FR.:JUDY COUGHLIN 229 CAMBRIDGE OAKS PARK RTT)GF,N.I. 076S6 PH 201-835-6320 RE: 1769 BEACH AVENUE DF.AR MIL GPJFFIN, WE ARE REQUESTING A MIPORARY C. O.AT THE ABOVE ADDRESS SO WE CAN HOMESTEAD OUR HOUSE THIS YEAR DUVAL COUNTY HAS DSD OUR HOUSE TO HE SUBSTANTIALLY COBU LET ED. WE WILL NOT MOVE IN THE HOUSE UNTIL.WE OET A FULL C.Q.WE ACKNOWLEDGE THAT THE FOLLOWING WORK NEEDS TO BE COMPLETED TO OBTAIN A PERMANENT C.O. AND wi L 4UMPLETE THIS WORK WrrK N 90 DAYS. WE REALU E THAT IF THIS WORK IS NOT DONE THAT THE C F OUR LmLnIES. �Z t, 4'� FROMPUBLIC-WO_RKS,,,,-. cFINAL GRADING VA SVL- GROUND STABILZATION INSTALLATION OF DRAINAGE INSTALL WALKS AND D f� D THANK YOU VERY MUCH, ii,;. /Q/�� , �OY DATE 2008-12-28 18:15 9042161 2 Page 2/2 City of Atlantic Beach t s Building Department r Certificate of Temporary Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: December 30, 2008 Contractor: Grider Construction, Inc. Address: 1769 Beach Avenue Occupancy Classification: Single Family Dwelling Permit Number: 06-34364 MICHAEL GRIFFM BUILDING OFFICIAL 04/28/2009 08:52 9042461082 GRIDER CONSTRUCTION PAGE 01 np r. co. I' y y;gf+AMV®n No. 9914 P. 1l1 ,may, tom' ��o.✓ 'OE Colana�#va 3nu complete Pest Control Service 2j 1 14 4b 01 Certif iccft of Compliance Location of Prop"'. Street NIGM: �1 171,C„r� �.�..V) l.A qtr surd statr : -tz" cooG Lot# Block# Unit# bate of Trea►#ment: � � Chemical Used: .. Ttm W7[wvlvfcr7 W droopy ti r ece'Ved a com*ft treatnient for the *rM*n of subtrrmmn ftrWtu. This treatt wt is in accordance with rules and kits establishW by the FbMdo bepw-t�of .Agriculture and ConsurW 3w"c". aq— Certif red Okwatw Signature Dote Randal P. Narver President Nodes Pest Randers,Inc. P.O.Box 3369•pone Vedrs Beech.Fi.99004-3M 1 OM6 SawQtase Ori"West.pnta VWr*ReAch,FL 32082-(904)296-0096.FOX(004)273-0682 F9rnarAOr-a BBach•(904)277.0090-St.44AI ne(304)940-PEST ,aa~vd►p(WO 2 -413•C,1mMo Psfu(904)272-6001+Pati Goaat(W 447-PEST ran Frew 181161 4 MADER&/(4")442-2977 www.n.du+r�ietrektenoom '55'k ,Lj\ f CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept&coab.us Application Number . . . . . 07-00000155 Date 9/24/07 Property Address . . . . . . 1769 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 27800 ----- --------- --------- ---- - -- --- --------- - ----- --- ----- - ------ --- - -- ----- -- Application desc new pool ------------ ------------------------ ---------- ---- ---------- - ----- ---------- Owner Contractor ------------------------ ---- ----- ------ - - - - ----- COUGHLIN POOLS BY JOHN CLARKSON, INC. 13997-4 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-4050 ----- ---------------- Structure Information 000 000 -- -- ------------ ------ Flood Zone . . . . . . . . ZONE A -- -------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee 85 . 00 Issue Date . . . . Valuation . . . . 27800 Expiration Date . . 3/22/08 ---------------------------------------------------- -- --- - ------------- --- -- Fee summary Charged Paid Credited Due ----------------- --- ------- ---------- ---- --- --- ---------- Permit Fee Total 170 . 00 170 . 00 . 00 . 00 Plan Check Total 85 . 00 85 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Doc # 2007304045, OR BK 14197 Page 120, Number Pages: 1, Filed & Recorded 09/24/2007 at 11:20 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of Tax Folio No. _ County of To Whom It May Concern: The undersigned hereby infossms you Mut improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COM PNCE ENT. Legal Description of property being infproved:�s f_ t ✓� - �f �L Address of property being ved: !7 p � �- ec�� General description of improvements: , Owner:�M.--_•/Yr,k.,, 7.-. Address•171rf ✓e e Owner's interest in site of the improveYnent: ('Aa,t,e- pe Fee Simple Titleholder(if other than owner): Name: �\ gttactor: J. 0 4. e00 A. e �1 Address: f w e Telephone No.: Fax No: 04.2,3-y7,�.>� Surety(if any) Address: Amount of Bond S T$Sppl6ow No: Fax No: Name and-kd*m of any penran making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the Sante of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, ownax designates the following person to receive a copy of the Lienor's Notice as provided in Section-, 713.06(2)(b),Florida Statues. (Fill in at Owner's option) fVIJ� Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: ► U Date:J ^a/-_t7 7 Before me 1 in the County of Duval,State l7f Flori =0 AS Notary Pu iia at La:; o><FI of Du My aommiaaaon + N 2 W.m Personally Known or Produced Identifies �h11,t :►111�.�� CITY OF ATLANTIC BEACH 0 3 PLAN REVIEW SHEET Ro Building Department Public Works&Public Utilities Departments rr 800 Seminole Road 1200 Sandpiper Lane R. Ca r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 uzniak .(904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# G 7 — 100/5'y Property Address 7 Applicant: Project: This permit application has been: A ' �� Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: SUV LXW 2 ' Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from Z-7 being issued. Reviewed By: Date: Date Contractor Notified: � �'�� - 82/24/2007 08:46 9042461082 GRIDER BUILDERS INC PAGE 01 ?Elio I 'Poo L 17k0 BfnCh A GR,tDEa CONSTR CTIONI,IVC. 1.407 ARDEN WAY Lid JACKSONVILLE BEACH, FL 32250 PSI 904 249-7948*FAX 904 246-1082-A CELL M 463-4606* DATE: 2/24/07 TO: ATL. BCH. BUILDING DEPT. RE: COUGHUN RES, POOL FROM; GARY NUMRF.R OF PAGES TOTAL: 6 PLEASE FIND THE D.E.P. PERMIT FOR THE COUGHLIN POOL THAT POOLS BY JOHN CLARKSON IS GOING TO CONSTRUCT FOR ME AT 1769 BEACH AVE. THE POOL AND SOURROUNDING DECKS WE ALREADY FINURED IN THE IMP SURFACE CALCULATIONS WHAT WERE ORGINALL SUBMITTED IN MY PERMIT. PLEASE CALL ME ON MX CELL IF I CAN BE OF FURTHEA ASSISTANCE. XOU 4ARIoraRIDER U/24/2007 08:46 9042461082 GRIDER BUILDERS INC PAGE 02 'FLORIDA DEPARTMENT O]p ENVIRONMENTAL PROTECTION A tL. Bureau of Beaches and Coastal Systems Flp A 3900 Commonwealth Blvd.,Nail Station 300 Tallahassee, Florida 32399-3000 TnlWhonc(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-382 Thomas R. and Judith A. Cmighlin Permit Expires: October 25, 2009 c/o Kevin Partel, President Coastal Consulting&Restoration 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the projoot description, approvcd plans, all the conditions of Chapter 6213-33, Florida Administrative Code, any preconstaruction requirements, and all permit conditions of the Final Order. Project Description: Construction of a single-family dwelling, swimming pool, other structures/activities, excravatiun,and placement of fill. Project Location: Between approximately 301 feet and 351 feet uonl, uf. Ulu Department of Enviromnental Protection's reference monument R-45, in Duval County, Project Address: 1769 Beach Avenue, Atlantic Beach, Special Instructions: A preconstruetion conference is required. The permittee shall comply with alt permit conditions. Q estionc rd' is lice alioald be directed to the undersigned at the above address. _ ro&S 0& 1)lvid T Kriger, Permit ager Date DAK/dw CC: Pri-mit File Joel Gaillard, Field Inspector 'Thomas R. and Judith A. Coughlin, Property Owner City'ofAtlantic Beach,Building Official Post Conspic-1:10-ti.aly on the Site W-T Donn 73-131 (Updv.tod 2/06) 02/24/2007 08:46 9042461082 GRIDER BUILDERS INC PAGE 03 NOTE: THIS AUTHORIZATION :TATE OF FLORIDA DEPAnTWNT OF ENVRONMENTAL f tIU I ECTION TS DIFFERENT FROM TETE Division of Water Resource Management ORIGINAL REQUEST. SEE Bureau of Beaches and Coastal Syi;terns IPECIAI.PERMI F CONDITIONS. FICR A 3900 Tall mn Tallahassee, th lv 32399 station Soo 3000 (850)488-7708 PERMIT NUMBER: DU-382 PERMITTEE Thomas R. and Judith A. Coughlin C/o Kevin Partel, President Coastal Consulting&Restoration 4230 Myrtle Street St. Augustine,, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/petmittee named herein on July 27,2006,.uad was determined to be complete pursuant to rule on July 27,2006. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction estahlichcd by major structures in the immediate area. CONCLUSIONS OF LAW: Amer considering the merits of the proposal and any written objections f om affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impauta to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles,their hatchlings,or their habitat;that the work is expendable in nature and/or is appropriately dr-signed in accordance with Rule 62B-33.005,Florida Adminictrative Code;and that it is an activity or type of construction which the designee of the Chief of the Bureau of Bcaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts which are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description,the approved plans(if any)and the General Permit Conditions which are Otac etl and az•e by this reference incorporated herein, and any additional conditions shown below,pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: October 25,2009 LOCATION- Between approximately 301 feet and 351 feet north of the Department of.Environmental Protection's refereneemonument R-45,in Duval County. Project address: 1769 Beach Avenuc, Atlamia Beach. 02/24/2007 08:46 9042461082 GRIDER BUILDERS INC PAGE 04 PERMITTErl: Thucnas R, and Judith A, Coughlin PER 41T NUMBER: DU-382 PAGE 2 PROJECT DESCRIPTION: Single-Family Uwelling 1, LOcatio11 relative to control line: A tttaxirnum of 67,9 feet seaward. 2. Exterior dimensions: 7R.9 feet in the shore-normal direction by 35.7 feet in the shuty-parallel direction. 3. Type of foundation: Pile. 4. Elevation: +21,5 feet (NGVD) FFE for the dwelling, +11.0 feet (NGVD), for the landward garage. 5. freight above existing grade: Varies from approximately+3 feet for the dwelling to-8 feet for the garage, Swimming Pool 1. Location relative to control line: A maximum of 86.9 feet seaward. 2. Exterior dimensions: 12 feet in. the shore-normal direction by 26 feet in the shore-parallel direction. 3. Type of foundation: Pile. 4. Dyck elevation of swimming pool: +20.5 feet(NOVD), 5. Bottom elevation of swimming pool: a-14,5 feet(NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: A maximum of approximately 3 feet, fl. Total vuluunC vf cxuavadon: Approximately 35 cubic yards. Excavatioll/Fill I. Total volume of excavation: Approximately 332 cubic yards, including swimming pool excavation. Volume of net excavation: None, 2. Location of excavation: Froze, 0 fent to 85 rust seaward of the control line. 02/2412007 08:46 9042461082 GRIDER BUILDERS INC PAGE 05 PERMITTEE: Thomas R. and Judith A. Coughlin PERMIT NUMBER: DU-382 PAGE 3 3. Maximum depth of excavation: To elevation+18.0 feet(NOVD); a maximum.of 3 feet below existing grade. 4. Volume of fill to be placed: Approximately 332 cubic yards. See Special Permit Condition 3. 5. Location of fill to be placed: From 26 feet to 121.5 feet seaward of the control line. Other Structures/Activities 1. Demolition of existing structures. See Special Permit Condition 2. 2. 8-itch Wricrcte masonry retaining walls along the north property line,along the eastern edge of the swimming pool deck,and around the perimeter of the brick paver walkway on southern side oNwelling. 3. A concrete paver swimming pool deck to be located n maximum of 94.2 feet seaward of tho control line. The deck is approximately 27 feet in the shore-normal direction and 47 feet in the shore-parallel direction,and will be placed upon a level fill area contained behind the concrete masonry retaining wall. 4. !Arbor erected on the southern side of thG tiwimming pool deck measuring 12 feet in the shore- nomial direction and 6 feet in the shore-parallel direction, 5. Brick paver walkway on northern side of dwelling. 6. Brick paver walkway on southern side of dwelling. 7. thuic walkover. Sere Spe%:hsl Permit Condition 4. 8. Landscape plantings. 9, Exterior lighting. See Special Permit Condition 5. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or autliorizcd arcm, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and general enriditinns of the permit. Contact Joel Gaillard at 1-877-314-1329 to schedule an appointment. The proposed locations of the structures shall be staked out for the conference. 02/24/2007 08:46 9042461082 GRIDER BUILDERS INC PAGE 06 PERMITTEM; Tlac,utuh R. and Judith A.Coughlin PERM)T NUMBER; DU-382 PAGE 4 2. All nibble and debris resulting from this construction shall be removed to a location landward of the coastal construction control laze, 3. All fill material obtained from a source landward of the control line shall consist of sand which is aimilar to that already on tho,its in both grain size and coloration.This fill material shall be free of construction debris,rocks,or other foreign matter. A sample of the sand shall be provided to the staff rerres"tative during the preconstruction conference. 4. The deck of the walkover structure shall maintain an elevation above the i xiK6.rg dune vegetation canopy,and the width of the structure shall not exceed 4 feet.The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete, The walkovcr 5trall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative during the prcconstruction coirf6umice to provide maximum protection to the existing dune topography and vegetation located on the site. If cantilevered bench seating is added to the design,it must be sited at least 30 feet landward of the crest of the frontal dune,or no further than 220 feet seaward of the control line. 5. All lighting shall be installed and maintained as depicted in the approved lighting schematic,with the following exception: only I light per egress on all seaward balconies and porches. No additional pennancnt•exterior lighting is autt,urixrd. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property,the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction scawnrd of tho coastal construction control line. Approved plans Are inrorporated into this pe t by reference. -7 c- Done and ordered this _day of .. 2006, in Tallahassee. Florida, Attachment: General Penait Conditions FII.1"NG AND ACKNOWLEDGEMENT 7D. ida FILED,on this date,pursuant to S120.52 of Environmental Protection Florida Statutes, with the designated Department Clerk,receipt of which i ereby acknowledged. t eal F. , Pro Adminr ator puty Clerk Date each Co to ystems HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Feb 20 2007 11:23AM Last Transection Date Time Type Identification Duration Paces Result Feb 20 11:23AM Fax Sent 92230735 0:28 1 OK ITY OF ATLANTIC,BEACH t I I I , j i I j I i I I Ii i i ' i I rl t 1 1 r r t jt t j1i 1 1 fft 1! jt7t tt1 t 1 r CITY OF ATLANTIC BEACH .a PLAN REVIEW SHEET Ro Building Department Public works&Public Utilities Departments rr r j 3 800 Seminole Road 1200 Sandpiper Lane R.Ga r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 uzniak {904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# !moi — D U/5Y Property Address 1-7 & ` d t d-- CJ7�'k f- Applicant: J fl n &.1-r45 dy-) Project: �'a e L This pe pplication has been: Approved as noted by the Department. Final application approval must co a from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor ct department may delay your permit from beim issued. Reviewed By: Date: Date Contractor Notified: .Feb 09 07 01:21p Information Systems 904-247-5845 p.2 rs f, CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: IU-3,1 d2- Please submit(4)complete sets of plans with application. Job Address: RE 1 -AN A26 Alt, r-n 6,1I'i4,h.., 3Z?i3� Owner: bUV►(rA Ill tJ &6100)61r, Phone: Contractor: &W*%,J,Pty t., Phone: go4.2.23 .4o1;,o Address: Ig y�Gi-r ID�5 F0 � Fax: �b4 Z2� 0� v city: VI State: Zip Code: Valuation of Proposed Constriction: 40- — 7_ F'o v Gallons: *Impervious Surface Calculation: = /O/sp aFf Swimming pools shall not be consideredas .impervious Surfaces because o,f their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. This calculation should rd7ect doe total area of jWervious surface to be added ander this permitsuch as sidewalks `Cooldeck',pavers etG Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above sta:t:em=4 we hereby agree to Perform said work in accordance with the attached plans and specifications which are a gait hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide a0 10160=0011 as anproyeUte. Incomplete applications may result in delay in issaxace of permit. 1. Recent Survey—including all existing imaervious areas,with calculations showing Percent of lot Covera 2. Four(4)complete sets of plans.Two(2)copies must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 am. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; When calling in an inspection please have the permit number,job location and type of inspection needed,your name and telephone number.Inspections are scheduled as follows: '1. Steel 2. Pool Electric 3. Final BUMDING CARD MUST BE POSTED OR NO llMSPECTIONS WHX BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Moritda 32233-5445 Phone:(904)247-5800• Fax: (904)247=5845. http:/kwwwx atlautic-beacLfLvs Revised IOM Feb 09 07 01:21 p Information Systems 904-247-5845 p.3 I hereby certify that all info ft provided application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local roles,regulations, ordinances,or laws in any manner, including the governing of eonstr'uction or the performance of construction of the property. I understand," e issuance of this perm is contingent upon the above information being true and eorra surd tLsSe plans nd ppord g data have been or shall be provided as required. , Signature of Contractor. V pate• A5 TO OWNER: Sworn to and subscri before me 's day of 20 . State of Florida,County o Notary's S re: 1 tM Personally]cno Teresa A Hodges mY OMMISSION# DD222434 EXPIRES ❑ Produced Identification ,_ August 5,2007 BONDED THRU TROY FAIN INSURANCE,INC Type of Identification Produced AS TO CONTRACTOR: LL, Sworn,to and subscribed before me this day of Ki 20 State of Florida,County ofDuval / Notary's Signature: Pcrmnaily ku wn Produced Identification Type of Id d ication Produced 1�,PY P Teresa A Hodges MY COMMISSION# DD222434 EXPIRES August 5,2007 'jF�F F�aQBONDED THRU TROY FAIN INSURANCE,INC 880 Seminole Road•Atlantic Beach,Florida 32233-5445 Pbone:(904)247-Slims. Fax: (9A4)247-5845 e httjrJ/www ci.atiaatk4wach.8.us Revised 10106 Jai' SSS CITY OF ATLANTIC BEACH PLAN REVIEW SHEET j �r ROU Building Department Public Works&Public Utilities Departments r JRI�` 800 Seminole Road 1200 Sandpiper LaneR.Pa er Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 miak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 07 - oo/5y FEB 3 6 2007 Property Address 17 & d i & C`j, yf- Applicant: .,/D /1 C;l fir" $ Qr-) Project: /VI Gy �a D L- This permit application has been: Approved as noted by the 1 'w Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Provide impervious surface area calculations for the whole lot. Construction plans for home states 4093 SF. This permit says 2077 SF for pool/deck. Lot size 10, 150 SF. Exceeds 50% limit, unless pool/deck area includ ��in pe mit 06-34364 calculations. Provide documentation. 5, �� N/ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. :iz � f Reviewed By: Date: 9-140-7 Date Contractor Notified: &)(PY a9-? -0-73,5 'gla3lLO-1 02/23/2007 FRl 15:00 FAX 909 223 0735 Pools By John Clarkson f�001f001 .�FYr,:'in;.;/.^G:11<r. ... ::ai-:P%:.'%:::y:J,•iJJ,^tiL,... t:%1:e:,e:.q.?rir......'q}i;:.,......i.Y'.%...:6Y,c.....,...:a:fFc ...".T:., _ --r: ••tr.. ..;'':.•!T:...72:.. .'•:cY••Y..... -+.... ... .`".-r,:>:-. .::Y.:'aL..-...isrr!:. ..:rxt�.:c"i✓'.:: i 'PLAN REVIEW Sl;,ET ' AaildisgDepnritatnt Public,WfIrki Pnbiit U611O."A P,,.jMr1Mtn1p M 0)Semicnle RAnd 1200 smd*rr lame �. A1lnnda 33duh,Flntidn 32133 AtlPtttic Wadi.Morldii 322.3.4 Kn�i�tiAk .(904)?.47.5W (9(N)),4-1-SW44 Ptiblir,Safaly (M)74'7.584$ T-M (904)M-1--5843 Pax TAN REVIEW COMMENTS CF.T.VEK ] Permit Application# �y�(1 I�� I..F 13 2 0 20010 Property Add" 1-7 rc7 i L1."a Y& _ 13�c" __. ._ _.�. .... Applicant: ls _.�!w /1 _�. H t` project: Ci L 'i;hL%permit application Inas been: C1 Approved as noted by tile �•� � �epatrtwcot. Final Application apprtival must come from the Btiuldiong Depat+'tment. Reviewed and the following items meed attend<ln.: Provide impervious surface area calculati.ons, for the whole lot. Construction plans for home states 4093 Sr. This perm5.t says 2077 SF, for pool/docs:. Lot Si4e 10, 150 SF. Exceeds 50� limit, unless pool/deck area ixscluded in permit. 06--34364 calculations. Provide documentation. Please re-submit 2-copies of all previsions, Please re-submit your revislous to the Department requestift them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from beilm isqued. .. Reviewed Bq: Date: Date Contractor Notified: 6 ywd ja 3 -jo 3S g1a3(p L,d 91789-L-�Z--�06 swejsAS uoi;ewiolul d.90:£0 Zo £Z 98_ N ,Feb 09 07 01:21p Information Systems 904-247-6845 p.2 j CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Please submit(4)Complete sets of plans witb a:Ppliceiion Job Address: _� °� J{1T� AT y4raT1 G 8Eiri .h.., 'fZ2--3-t;P _ Owner. bold(ra W rj PSS I PI<aga: Coatrat*w. VV13 1�_�'4-S.pr (i S tf 'T -V4.1 cAk'50r'� �Pioaa *4.X2'3.4 Adder-. COW Pjr 'JD&S bW* Fez: _ �6 n • 6!?12- City: Sime: Zip Code: Valuation ofProposed CoastrucNo,: S l-- 7. Ye o Gallons: S3D f'e *Impervious Surface Cabmkuon: • Swimming pools shall Hoar be considered as bnpervious Surfaces because of their abillty to retain additional rainwwer, however, decmg around a pool nmy be considered impervious depending upon materials used This cgs shoraW re/lect gg total area of impayipps s to widerth" s 'C "Mrs_ Is approval of Homeerwmes Association or other private mdW requhvd? If Yes, phoft submit wfth this aPP In consideration Of permit given for dining the work as described in the above statement,we hereby agree to perform said work in ama-A rmce with the attached plans and specifshons which are a pert hereof and in aocorda nce with the City of Athu otic Beach ordinance and standards of good practice listed*crew- Procaedure: In order to expedite immune of permks,Please kftw an steps used provide am 11111030180211.W 111209015111fter Iacomplese o ff mmy result in delay ba issuasce of pftvdL 1. Recent Survey--induding*U,e�ting ihuner&U area's,whLi gdgW edges showim percent off'lot egv 2. �(4)complete sots of plans.Two(2)copiers.most be araised sed engkoeri ►g 3. Recorded Notice of Commencement 4. Tree Removal Application if trees are to be removed or relocated,. Saiarduled Iespections: Requests for inspeotions aro talm ikvm 8:00 a.m. to 510 p m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice nag system. Inspectlous we made the following vAxkday; Whoa calling in an inspection please have the permit number,,job location and type:of WVection needed,Your name and telephone manbec:Inspections are scheduled as follows: •1. Steed 2. Pool Electric 3. Finial BUHJMG CARD MUST BE POST=OR NO IIN-'EC1ZOltilS VVIM BAR MADE. A Fee of W.00 is charged for all ee-inspections. 300 Seminole Road.Atiande BewJ4 Plerida 32233-6445* Pba m(9"247-SM• Fatc V"24?'-S84S• htlp://www.eLaNa eli.mos Revised IIIid06 Feb 09 07 01:21 p Information Systems 904-247-5845 p.3 s I hweby certify that aU information pmvidod with tWappl aadon is comet. 3fgasthtre of towner• Dace: � 4 I hereby eertity that Y have read and examined this applieation sad know*the mime to be true and correct. All provisions of the haws and ordinances governing this type of work will be eomplied With, wbetbw specked herein or not. The granting of a parmii does not presume to gime autbority to violabe or cancel the provisions of any mat,stage or local ashes,regulations,ordinances,or laws in any manner, including the govetrudng of consbwctiou or the performamee of construction of the properly. I understand a issuance of tidtt rndt is contingent upon t� above iaformntion being tree end co acrd pans d pporti data have been or slag be provided as required. r 1 skpmtwe of Cozbw4or. AS To OWNER: �' �1_ gid' 20 . Sr+vont to and sobscrI beSore rae 's � -� des,at' State of Florida,t..oanty Notary's Shy WM. Porsoaelly lona Teresa A Hates MY COMMISSION# DDM4U EXPIRES ❑ Produced Iden ion August 4 2007 BONDED THRU TROY FAIN INSURANCE INC Type ofIdentt8i+xdion PnxEoeaI AS TO CONTRACTOR. y, l Sworn to and submibcd bet= this � day of � 20 State of Florida.County ofDuvai f Notary's Sllgneture: Pawneffy wn Type of Ldenchi melon l w&wed *'p Teresa A Hodges 0 W COMMISSION# DDzwu EXPIRES 'V>-* August 5 2007 ,aR BONDED THRU TROY FAIN INSURANCE INC M Sendooio Road Atlande Bea1b,Florida 32233-540 Phone:(9"247-SM. Fax: (9A4)247-MS. ktW/www.cLaft*de4M&eh-JLM18 atlas delle M&eh.Ill.LLS Revised I0106 BP250UO2 CITY OF ATLANTIC BEACH 3/15/07 Application Tracking Individual Step Review 09: 52:40 Application number . . . . : 07 00000155 Application type . . . . . : SWIMMING POOL Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 22307 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 22307 Copies of plans . . . . . . . Seq Comments Prt Date 1. 00 Provide impervious surface area calculations for the whole 22307 lot. Construction plans for home states 4093 SF. This permit says 2077 SF for pool/deck. Lot size 10, 150 SF. Exceeds 500 limit, unless pool/deck area included in permit 06-34364 calculations. Provide documentation. 2 . 00 Bottom F3=Exit F12=Cancel nn Iry J " W HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 15 2007 9:59AM Last Transaction Date Time Type Identification Duration Pages Result Mar 15 9:58AM Fax Sent 92230735 0:36 2 OK ■ ■ CITY OF ATLANTIC BEACH a ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5826 ■ Fax: (904)247-5845 ■ Email: sgraham@coab.us FAX To: Fax# ai 3 ' 673 5— From: aw Date: Pages: Re: D�"l_ p aA!14 ❑ Urgent ❑ For Review ❑ Please Reply Notes: kLs C t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 -Will Application Number . . . . . 08-00000965 Date 7/17/08 Property Address . . . . . . 1769 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc EARLY POWER FEE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN GRIDER CONSTRUCTION INC 1407 ARDEN WAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 463-4606 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/13/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 Feb 23 07 08:26a Information Systems 904-247-5845 p.1 r 1 EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: I-7/ (� &OLC"k Permit No. 5 q,3 Service Type (Circle One): Overhead Underground We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power' is ppurely for our construction convenience, it is not required by Codes and does not substitute for Finallnspections or the C/O (Certificate of OccupancyTMat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and roust not occur before: a� Equipment,devices and fixtures are installed or blanked o� safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for CIO). 5. Pay, $300. administration fee, any reinspection fees and any outstanding requirements must be sadisfied prior to release. b. This fully,completed form is to be submitted to the Building Department by hand,mail or fax. 7. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTO DATE_ O� PKNT NAME ELECTRICIAN DATE c PR[VT]NTAhIE — 800 Seminole Road,Atlantic Beach FL 32233 Phone: (904)247-5826 Fax:(904)247-5845 revised 11,29.05 f MN- NOTE 3 - a ca I I x I ao N -- C14- (2)2X6 (2)2X6 PT OUTRIGGERS ATTACHED TO TJI JOIST WITH WEB BLOCKING 6'-0" TYP L x 4 I I 404 00I S2.3 2X6 PT AT 16" OC (TYP) - NOTE 10 i N v S2.1 -- o - REFERENCE SHEET REVISION NO. DATE LATITUDE E 3® S1.6 ® 09/27/07 ENGINEERING PROJECT TITLE PROJECT ENGINEERING 0609 COUGHLIN RESIDENCE SHEET 1510B Second Street, South • Jacksonville Beach, FL 32250 1769 BEACH AVENUE 904-247.1855 • Fax 904-247.4900 • mail@lat30eng.com ATLANTIC BEACH, FL SK-4 CERTIFICATE OF AUTHORIZATION#26691 h�4, ti ATTACH PLYWOOD SHEATHING TO RIM BOARD WITH 10d COMMON NAIL AT 4" OC 1}"X16" RIM BOARD BLOCKING ATTACH RIM BOARD TO NOTCHED BETWEEN EACH JOIST SOLID TIMBERSTRAND TOP PLATE WITH 12d WEB BLOCKING EACH Z TOE NAIL AT 4" OC 3/4" PLYWOOD FLOOR SHEATHING SIDE OF TJI WEB 3/4" PT PLYWOOD SECOND FLOOR E (2)2X6 PT ATTACHED TO (2)2X6 PT OUTRIGGER ATTACHED EACH OUTRIGGER WITH THROUGH WEB BLOCKING TO TJI V160 TJI JOIST AT 16" OC I RTED SIMPSON JOIST WITH "O BOLT AT 12" OC ATTACHED TO TOP PLATE LUS26 AND (2) 10 SS WITH SIMPSON A35 do H2.5 SCREWS WITH 2" EMBED • . SOLID BEARING BLOCK BELOW EACH OUTRIGGER 8"X16" CMU TIE BEAM{ BOTTOMSTEPPED TOP i (2)2X8 PT TOP PLATE ATTACHED TO F BELOW JOIST BEARING TIE BEAM WITH 1/2.0 HEADED ANCHOR BOLT WITH 2"X2"X}" PLATE WASHER AT 2'-0" OC (10" EMBED) CMU BEARING WALL---�J�.-, SECTION SCALE: " 1'-0" ;120 N r REFERENCE SHEET REVISION NO. DATE _.,�,k-LATITUD1G1Le 30 S2.3 ® 09/27/07 ENGINEERING PROJECT TITLE PROJECT 1'� 0609 COUGHLIN RESIDENCE SHEET 1510B Second Street, South • Jacksonville Beach,FL 32250 1769 BEACH AVENUE 904-247.1855 • Fax 904.247.4900 • mail@lat30eng.com ATLANTIC BEACH, FL SK-5 CERTIFICATE OF AUTHORIZATION#26691 s is CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 4if 19INSPECTION EMAIL REQUEST: Building-dept&gab.us Application Number . . . . . 07-00000939 Date 6/29/07 Property Address . . . . . . 1769 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 27 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 224 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/26/07 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 224 . 00 224 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 224 . 00 224 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �S CITY OF ATLANTIC BEACH Y PLUMBING PERMIT APPLICATION Date: ^ h Property Address: A/ R Owner: (It, Vq i Telephone#: Contractor: / ` J6 e— Telephone#: Contractor Address: Q / Fax#: Contractor Signature: c In consideration of permit given for g the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans aiXspecifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: i—New If other construction is being done on this building or site, list the building permit umber: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers � Sinks Disposals Urinals Floor Drains (7Washing Machine —� Lavatory Water Sewer ( Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: 07 X$7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904)247-5845. http://www.ci.atiantic-beach.fl.us Revised 9/06 -deb09 07 01:21p Infommetion Systems 904-247-5845 p.2 t CITY OF A'T'LANTIC BEACH ff - Pt OL PERMIT APPLICATION Date: ;Zj13?kF Please submit(4)_con pk4e'sets of plans witfi#application. Job Address: � 8 a ft Owner: ( 01gro til Pj F0 It)"6f, _ Fhoae: costraidar: !/Wt i 4,iPriyii S 1' C -r 2?r•,\ PlwA= Aoq.2Z3•` 0*,0 Address: W,j)!- 7T OkJ5 t� Fax: `t6 7-23• D 135 City.- �Ac.� �►Jl i _ State: Zip Code: Valuation of Proposed Construction: -6Z 22!o Gallons: 29,6',3 D "Impervious Surface Calculation: - • =/G9150" f Swimming pools shag not be considered as hxperviow Surfaces because of their ability to retain additional rainwaagter, however, decking wowed a pool may be considered hVerviow depending upon materials used Tka gSk*kdW shordd reavajk,totai arca o�flinrmrviaus surface to be added under tfris pg&*,suck as sfanwalir; `Coo1deck.1,pavers: Is approval of Hosneownees AssociWou or other private entity regained? If yes, plaam submit with this appttirca#ion. In consideration of permit given for doing the work as described in the above statement,we Thereby agree to perform said work m accordance with the attached plans and specifications which are a port hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice Busted therein. Proeedura Tu order to expedite Immune of permits,please Ibiew aD steps ashd provide IS infl ormatiow ars ang=dl e. Incomplete ahppiie ntloss huay result is delay to imenace of pwmit. 1. Recent Survey-ineWLIgaijs#ing imrnert►ggs areas.M*__h calculations skew-We Be-matt of lot QM31-mrre. 2. Four(4)complete sets of plans.Two(2)copies must be a raised seat enginewing dmwing. 3. Recorded Notice ofCommencement 4. Tree Resmoval Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are tsloea fi mn $:00 am. to 5:00 pin. Monday through Friday at 247-5326. Requests can be scheduled after hours by leaving a message on the voice mail system inspections are made the following workday; Wlen catling in an inspection please Trane the permit number,,job location and type of inspection nem your name and telephone mamba:bupecdons are scheduled as follows: •1. Steel 2. Pool Electric 3. Final BUILDING CARD MW BE POSTED OR NO lmakrzt-1-1 S WILL BE MADE. A flee of$35.00 is charged for all re-inspections. 900 Seminole Road a Atlantic Beae14 ftrtda 32233-5445 Phonft(904)247-SM• Mm (904)247-SM• http:llNW W.el athoNc-beaei.B.xS Revised.IQ46 Feb 09 07 01:21 p Information Systems 904-247-5845 p.3 I hereby certify that all in6ormet°n provided with application is correct. Sigmdure ofOwaer• I Hereby certify *at I bave read and eaanduaed this application and know the same to be true and correct. All provisions of the laws and ordinances governing" type of work will be eompbied wid4 whetbw specified herein or not. The granting of a permit does not presume to give outbe ty to violate or cancel the provisions of any federal,state or loot rules,regulations,ordinances,or laws in MY manger, including the governing of construction or the performance of construction of the property. I understanda issuance of this rmit is cmdugent upon the above igferasatioa being true and eo and the plans d ppord data have been or shall be provided as required. 81"atrre of C.>wtnecbr: Date: AS TO OWNER: X-- Sworn to and snbscriL71220 s-- day of .20 l� State of Florida,Cou 1 Notary's S4rmur+e: Ell -A-- PawwIlly knOTeresa A Hodges PG N` €« MY COMMISSION# D0222434 EXPIRES ❑ Prodwed Identification August 5 2007 BONDED TM SROY FAIN INSURANCE INC Type of Iden"cation Produced AS TO CONTRACTOR .) 1 Swwn to and subscribed befom in this �' day of 20 State ofFlorW Cormty ofDuval f Notary's Simpubua: Pctsanal>:y wn �.- Pmduced Identification Type of IdmhtScadon Produced a .►" Teresa A Hodges 2 MYCOMMISSION# DD222434 EXPIRES :Q August 5,2007 BONDED THRU TROY FAIN INSURANCE INC SN Sendsole Road•Atlantic Beady Florida 32233-6445 Pbone:(904)247-SM a Fax: (9"2474MS. htgrJAvww.ci.atla f+M= Revised 10106 �•��l ° If SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 06-00034364 Date 12/27/07 Property Address . . . . . 1769 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1387500 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME --------------------------------------------------------------------- Owner Contractor ------------------------ COUGHLIN GARY GRIDER CONSTRUCTION INC 1407 ARDEN WAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 463-4606 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . 2 CU & 2 AHU Permit Fee . . . . 83 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 6/24/08 ------------------------------------------ Fee summary Charged Paid Credited Due -- ---------- ---------- ---------- ---------- Permit Fee Total 83 . 00 83 . 00 . 00 . 00 Plan Check Total . 00 . 00 00 00 Grand Total 83 . 00 83 . 00 . 00 . 00 ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 12/2672"1007 09:07 FAX 9042498949 OCEAN-STATE-A/C ; ATLANTIC-BEACH IA 001/001 C,2�0� CITY OF ATLANTIC BEACH MECHANICAL PE. VITT APPLICATION Date: i d: t!1—.,e7 'Z Property Address: „i 6 q C.�i• H e- )Uw, 0a. fri• 3;23-7, Owner: er-a�,04 6 Telepbone#(q0q)�63- Contractor> ^49" %-);C�e jg Telephone _-._ Cantraroi�dr�css:� _ —. Contractor Si®natur in 0modoratam of permit g en fur don o d ed in Ute a statement,we hereby ugrec to perform said work in uccordanec with the attached plans and ecifirmions whi ran a pan hereo cordaace with the'City of Allanuc Baaeh ordinances and Ftandards of ood mumcc tingsted tbcreiFuel: U other construction is beingdone an this buildin Type of Pleating Fuel: or sitc,list the building permit nt>mber: � � Electric ❑ Ono: —LP Nuuml _Central Unity D / 3'1"�641 ❑ Oil t��G v ❑ C)LhR—Specify MECHANICAL FQWPm2NT TO BE INSTALLED NATURE OF WORK OL Heat _Spact _Recessed "-enxral Floor Ae Residential ,W Air Conditioning: _ROOM 'Central Q O Duct System: Material Thi ems 'snot 0 Commercial Maximum capacity cfln At Refrigeration A` Nn,Building D Cooling Tower: Capacity Rpm p Bidsting Building ❑ Fire Sprinklers:Number Of HC&ds D Elevator: _ Manlift Escalator (Number) ❑ Rcplaccmmt of Existing System ❑ Gasoline Pumps (Number) O Tanks (ll��•) .e New]nstallntion ❑ LPG Containers (Number) (No system previously installed) ❑ Un&ed Pressue Vessel O Extension or Add-on to Existing System 0 Boilers O Cray Piping 0 Other-Specify o Other-Specify LIST ALL E UIPMGNP Allt CO"ITIONINC,RlV-RRIG):ItATIOTt ZQ1Ti K9NT&CONDENSOR'S Appmvinp Number Units Description Model# Manuhaturcr Ton's Agway HEATING-FURNACES.HOUIRS,FIREPLACES&ADZ SANDLER'S ApMovin8 Number Units Description Model* BTU's Agency TANKS Nominal Capacity Type Liquid Serial Appravine How Many Dimensions Co=ined Mmtufaeivnr rlo. � encu 800 Seminole Road •Atlantic Beach,Florida 3.2233-5445 ,Phone:(904)347-5800 0 FIX: (904)247-5845• httg*//www.ci.atiantic-beach.tl.us Revised 1/04 �-1 ai CITY OF ATLANTIC BEACH _ MECHANICAL PERMIT APPLICATION Date: I l q,•—C7 '1 Property Address: ji,)e Owner: `` Q,;v1 Telephone#(SOLI)�63-- .6o6 Contractor " .i ' 5�4.7�t P ar Telephone Contractor Address: ,15d Fay: Contractor Sign atU5�:<; b consideration of permit g en for doing s des bed in the above statement: we hereby agree to perform said work in accordance with the attached plans and pecifications whi are a part hereo accordance with the Cite of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: �e Electric ❑ Gas: _LP Natural _Central Utility // L / Z) Oil — ® b 3 13 b�( ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK J�f- Heat _Space _Recessed Central _Floor rW Residential ,,:K Air Conditioning: Room L-Central l ❑ Duct System: Material VuThiclmess �F1 e� m ❑ Comercial Maximum capacity � cfm Refrigeration X New Building ❑ Cooling Tower: Capacity opm ❑ Fire Sprinklers:Number of Heads :j Existing Building i ❑ Elevator: __ Manhft Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation :3 LPG Containers (Number} (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'SApproving Number Units Description Model P Manufacturer Ton's Agency ,c+-P HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agen D 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://Ww•w.ci.atiantic-beach.fl.us Revised 1/04 i � t S_1 \J1Jr .. CITY OF ATLANTIC BEACH PERMIT 'J BUILDING/ ZONING DEPARTMENT APPLICATION # 000 Seminole Road r5p Al.!: Vr Atlantic Beach,Florida 32233 ' h X..,: c r (904)247-5800 �J JF.1� (904)247-5545 Fax www.coab.us APPLICATION TRACKING FORM REQU DEPT: N PLANNING Property Address: i ��/L�,Ur Z BUILDING PUBLIC WORKS Applicant: zC—J C7 (LA ("-rr 1, . �� PUBLIC UTILITIES ' FIRE DEPT. Project: �� ( Y N PUBLIC SAFETY w APPROVAL v R QU D AGENCY: RECEIVED BY: INITIAL: DATE: Z Y D.E.P HUFSTETLER ¢� Y N S.J.R.W.M. CARPER LU _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INI L: DATY: ® ® 1 ST REV z Al& Pi-- V 1 4:20 wi PLANNING BUILDING/ ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form t®the Buil dine Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACHco v DEPARTMENT OF BUILDING �m BOMMM LE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 a; BIS SA33H3 r , R R NIATION L'OCATION'I FORMATION°,µR ., P t umber: 18545 Address: 1769 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: m Proposed Use: SINGLE FAMILY Lot(s): Block: Section: , ; Square Feet: Subdivision: Est. Value: Parcel Number: .mow Improv. Cost: ,. . y r bWNtA(jNFORMATION27T771 T Date Issued: 7/23/1999 Name: COUGHLIN, JUDITH p Total Fees: 2,085.00 Address: 1769 BEACH AVE Amount Paid: 2,085.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/23/1999 Phone: (904)246-7152 Work Desc: CONNECT CITY WATER, SEWER . t.•,'CONTRA( , , S 1 , , ,"PP TION=f EEITL �� WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 - iris ections Re' FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ArYCJ ISS ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION F 'OLATION OF APPLICABLE PROVISIONS OF LAW. w v r-n ww f�rui w n m •• CA $35.06 55 $390.00 54 AT TIC BEAC BUILDI 01 Receipt: 0074584 Date: 7/23/59 01 Receipt: 0074584 r_n A,,, 5A CHECKS 510 Jul -15-99 09;078 Hayv-y Mchla lly 904-247-5872 P .03 JUL-13-1999 12:09P FPOM' i�47-5845 TO:�;82 P'1 PRICE QUOTE APPUCATION FOR WAT9R ANOICIR SEINER TAP NIE `�` APPLICANT NA ��,�._+ � jo f F r' MAILING ADCRESS+ �-7& PHONE NUMSER 3�• ` DATE ;F SERVICE REQUESTED SERVICE LOCATION DATE SET TO PUBLIC WORKS f ELATE RETURNED TO 8UILOING CEPARTMENT_:Z-/�L� PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE VVATER :SEWER:,,n4. _ �� -Tc jo CTHEM. PRICE QUOTE PREPARED BY: - Signature - Titte - DATE NOTIFIED OWNER I/ 711 Z Al Ot 1/ A! JUL-15-1999 THU 18:23AM ID:247-5845 PAGE:3 CITY OF ATLANTIC BEACH 1 i f 800 SEMINOLE ROAD. ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029086 Date 10/01/04 Property Address . . . . . . 1769 BEACH AVE Tenant nbr, name . . . . . . TEMP DRYING HALF OF ROOF Application description . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 Owner Contractor - --- --------------------- ------ ----------------- COUGHLIN, TOM SCHULTZ ROOFING 1769 BEACH AVENUE 216 N. 20TH STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2315 --------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc Permit Fee 53 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 1000 Fee summary Charged Paid Credited Due ---------- ---- --- Permit Fee Total 53 . 00 53 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 53 . 00 53 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C . �4K BUILDING OFFICIAL J s� ' CITY OF ATLANTIC BEACH r ROOFING PERMIT APPLICATION stir Date: Job Address: Owner of Property: J-Nti COg!;�k`1-0- -1 0 -1( Telephone:13t Contractor: T1.p0FkrG C6mfc-s,,y State License Number: CG- CA 36901 Contractor's Address: X16 N 1.0+� S8-<- -3—Acy (�eiA-00 Telephone: 00q ZL[G "231 Fax: q 0 4 2-4—2 - 3 frU9 Scope of Work: Temy Glut n Y2 6 f (200� 61 aroyl O W )t" T Sof C✓1S Deck Slope: S Greater than 2:12 ✓r Less than 2:12 Valuation of work: U D 00 Product Name(Example: Timberline): 5T1C11 Manufacturer (Example: GAF): Cr N't ` ASTM Designation(s): ,m _(� Required Inspections: Sheathing and Final 2 -rd " �G� Signature of Owner: Z ��s Sc-Liv f-� t7J Date: 2 710�' Signature of Contractor: Dater 5/ AS TO OWNER: ,,,/ Sworn to and subscribed before me this day of 206LL. State of Florida,County of Duval -^ Notary's Signature: u•Pf• ROSALIND CLARK " PAS'COMMISSION#DD 137721 Personall known EXPIRES:August 25,2006 Y AHP ` Bonded ThruNotary Publ'cUnderwriters ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ,�..,,''// Sworn to and subscribed before me this _day of ,20 C� State of Florida,County of Duval Notary's Signature: ��Py•. RO5ALIND CLARK personally known � = MY COMMISSION#DD 137721 EXPIRES:August 25,2006 ❑ Produced identification .hkvi"s, ew,eeamtiNotary Public uraorwrn&5 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 rt L�1 ff Jy CITY OF ATLANTIC BEACH CD Ford BUILDING / ZONING DEPARTMENT Higgins 441�i 1 w j 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 4 290G6 Property Address: 7 6 AYtNUv Applicant: 5 C N UI ij z R OF F N-6 Project: TLV �)MIr 14A F OF �200r This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:__� Date: �,(?,�f y T J3 � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET rr ' r Date lsq l os � Address AV6� ,, (V Permit fee based on dollar evaluation as indicated on permit application. Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/ Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ $ l bc9'0 $35.00 1st $1000.00 $ $35.00 Total Valuation $ Remaining Value Per thousand or portion thereof: r CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: +'1Z Filing Fee ' $ _ FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUII.,DING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IldPROVEMENT $ SEWER TAP S C ( )RADON HRS .0050 S SECTION H PAVING S CROSS CONNECTION $ ST ( ) SURCHARGE S OTHER S GRAND TOTAL DUE $ 53 09/14/2004 15:02 9042473806 SCHULTZ ROOFING CO I PAGE 01 SCHULTZ ROOFING COMPANY, INC. 216 North 20th Stnwt Jacksonville Beach,Florida 32250 Office: 804-246-2315 FAX: 804-247-3803 CC-C 036888 FAX IRAN 1SMTTAL Date: September 14, 2004 To: City of Atlantic Beach Building 8 Zoning Department 247-5845 FROM: Douglas Schultz Number Pages: 1 Cover only RE: Tom Coughlin -1769 Beach Avenue We are in the process of temporarily repairing this roofing system that was blown off during high winds and storms due to tropical storm Frances. We are removing the damaged area and drying in with 30#dry felt undedayment in an effort to prevent further interior damage. Thank you.... Douglas A. Schultz Thank you Hest Regards........Doug Olt CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildingdeptncoab.us Application Number . . . . . 08-00000162 Date 2/05/08 Property Address . . . . . . 1769 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 250GL TANK ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN PROGASCO, CORP. 7709 ALTON AVE. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 721-5431 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/03/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 55 . 00 55 . 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH " 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- 1 C OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 16ADDRE59i91ir rillil �dr '.� � 0 NOAtlantic Beach FL 32233 YES PERMIT# nr=.18 14a *m 1 31a;Li9 s91".gyph, vsi� � .�.;� lisfi><„d'z PRQPF ,Ka' err `r M3,a', a F�. 'pe Sit. 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. 0i16'6 � ��rAN t �'.. .fl; uIi r!� wG" IT: Iy$i(�'� ) �Ivr, 7. E OF COMPANY: 8.ADDRESS.: c� 770 ,j Av F_ T43z z 9.STATE OF FLORIDA LICENSE N0: 9a 7f 10.CELS Q7j _ W/'s- 11.FAX NO.: �a,„��( to l� EMAIL ADDRESS: 7-2/ -473 7 13.OFFICE HONE: 14 orrI Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: p J&Sul (�i ,4• �' i � .�i�� '*'" �i is 8 CURiLIF.J`I"#' E:;' � #;�a4 1 EW INSTALLATION KNEW ESIDENTIAL '06 FLORIDA BUILDING CODE- ❑REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER pq !IF: t��i ib8'�� sir A. .�,„a_�F.F.III iy 19.HEAT: ❑SPACE ❑ RECESSED ❑CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑ CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: Spm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: 'XGAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER O y f OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: d6 O!/' !, ,r�i $ {� hIi ,", r .� �i(_..��) � �N *.:.,OLt „ , '{b'?4» ""eta— II9Gh,: ''.:,pii ,�, II a, ^'i iNr-, , $ ,,, , _, ;"'J' Me NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY iP N III VIII tom., I' "'}�,i�Iiliii ' ,I,i iti° l ir`v.�N� :�xI"r"FA# "h o-"1 4rh�.A', t" i;II i'Ni +.'ii ,='^ I, e, , � `%.". II f �-� SII .� I��III :, 'I�i' ,I��. x ��I� ' k��',+) " ;airx''i, 17 OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY z,"�,t� i) •#" i. P^"',..II ,�.� ,N�I i',__' Iia r �k 'rh Iih`w'3.a°,�13S:�TAN III II�II�I��iI�IdI Ii'� .Kti! ay �i' ,I('�ar lip Ii;",n� -,�"�,fit) _ Ilau,'� NUMBER GALLONS CONTAINED MANJJFACTURER SERIAL# AGENCY ot P e, / NS u C .4sM P.. COAB FORM BLDG04:REVISED:1/8/2008 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT ______ PERMIT INFORMATION------- Pe-r- NFORMATION --1 -- LO CATIONINFORMATION Permit Number: 18576- ! Address: 1769 - BEACH AVENUE -�--I Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION__- Date Issued: 7/29/1999 Name: COUGHLIN, --- _-� JUDITH Total Fees: 50.00 Address. 1769 BEACH AVE Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/29/1999 Phone_: (90_4_)246-7152 Work Desc: CONNECTION TO CITY SEWER AND WATER CONT_RAGTR(S� - -- -- _APPLICATION FEES - - _ STEED PLUMBING PERMIT --- 50.00 -- Inspections Required---- — -- ----- FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i I $50.0014 �-�--- BUILDDate: 7/29/5901 Receipt: 0975721 A LANTIC BEAC I DEPT. CHECKS 1690 __j99199893221060 CITY OF ATLANTIC BEACH APPLICATION FOR PLUAIBING PERMIT JOB LOCATION: ��p /,1�C�dT� � G OWNER OF PROPERTY: / ©vo� l�� TELEPHONE N0. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : /G Dr1A/� _ STATE LICENSE NUMBER: (� F-C6 a-7 r9/ TELEPHONE: SOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER�/ REPIPE �t THER Selu c - TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING t dLoa Ln SU OWWMMfiE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 m 9IS SM33HJ a; V Pefmif fftimber: 18545 Address: 1769 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book Proposed Use: SINGLE FAMILY Lot(s): Block: Sectiorr, 9 Square Feet: Subdivision: m 100- Est. Est. Value: Parcel Number: Improv. Cost: :OWNER INFORMATION Date Issued: 7/23/1999 Name: COUGHLIN, JUDITH pU Total Fees: 2,085.00 Address: 1769 BEACH AVE Amount Paid: 2,085.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/23/1999 Phone: (904)246-7152 Work Desc: CONNECT CITY WATER, SEWER' s }:CONTRACh S PLIC ATION,FEES -. WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 :Ins"ections Re" wired FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISj)ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION F /1DILATION OF APPLICABLE PROVISIONS OF LAW. w W -., . . w ti m n M. m $35.08 55 $330.80 54 AT TI DI ' 4 Date: 7/23/53 01 Receipt: 8874584 518 CHECKS 518 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FZXTVRE UNITS ARE ESTABLISHED AS THE HEASURE;!ENT OF WATER DE.%taND FOR EACH NATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATT-a SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED ATTNc"V y DCLLARS PER FIXTURE UNIT CONNECTED TO THE CIT". WATER SYSTE.`!. BATHROOM GROUP CONSISTING OF SERVIC7- S:NK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (g) TUB OR SHOWER STALL (6) t 7 WATER CLOSET WA7E3 CLOSET, TANK OPERATED (4) VALVE OPER;TED (8) BATHTUB/SHCroER (2) UR:NAL WALT. LI? (y) SHCWLI GROUP PER HEAD (3) F-i.00R DRA N (1) SHOWEt STALL D0MESTIC (2) LAUNDRY (2) LAVATORY (1) CO?'-3INA7I0N SINK A272 WASHING F..ACHINE (3) POT, SC 1LLEKY S:N.K ;») DISHWASHER (2) '72- WASH SINK EACH SET C= � FAUCETS (2)YITCIiEi SZ:iX (2) DENTAL LAVATORY (1) © LITCZ SZNX WITH WASTE GBINDEY (3) DE2dTAL UNI:' CP. CUSPIDOR (1) BIDET (2") UR-TNA,L STALL, KASHCUT (� FLUSHING iLM SINK (8) COHBINAT:ON SITK A"Nl) TRAY WIT- FOOD DISPOS, (4) URIXAL, P=£SIAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAU,': ( ICE hAKER (11/2) SHOP (2) SUBGEOKS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIX T URE UNITS /- S� �° $20.00 EACH $ JOB ZNFOR2MA7ION f f / � �- CITY OF 57&UWa 800 SEMINOLE ROAD _1-- -- - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Date: e\ T8 1� ,v . 6 FArC . c- C0 -FL- Dear LDear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sever main $ Water Tap - Labor and Materials to tap into O water main $ Water Meter .- Cost of Meter $ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention Sewer Impact Fees - Funds future expansion of the sewer plant $ /2 S 5, 40 Water Impact Fee - Funds future expansion of the water plant $ - © Capital Improvement - Funds for improvements , expansion or replacement to J- water system $ TOTAL COSTS $ If you have any questions concerning these charges please call the building department at 247-5826 . Sincerely, �"— C- Don C. Ford Building Official DCF/Pah CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Nater Impact Fez FIXTURE UNITS ARE ESTABLISHED AS THE HEASUREIENT OF WATER DE.AND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTE*!. THE- WATER SUPPLY CH.�_RGE IS HEREBY FIXED AT ;,1EX�77Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI—If NATER SYSTE.M. L- BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 1 Z_ WATER CLOSET NAM CLOSET. TAM OPERATED (4) VALVE OPER_:TED (8) BATHTUB/SHOWER (2) URINAL WALL LI? (4) SHOWER CROUP PER HE.SD (3) FLOOR DRA=N (1) SHOVES STALL DOMESTIC (2) LAUNDRY TR_;.Y (2) LAVATORY (1) CO24.3iNA7T_ON SINK AND _=AY i3) _-WASHING Y.ACHINE (3) ,J POT, SCULL-ray 51!IK (�1 1—DISHWASHER (2) Z WASH SINK EACH SET Or FAUCETS (2) KiTCHE+l SIIn (2) 2.- DENTAL LAVATORY (1) LITCSTi SIHX win wASTz DENTAL UNIT OR CUSPIDOR (1) TC8I?[DEI (3) BIDET. (�+) URTNAL STALL, WASHOUT (L) FL.IISHZIiG LL�4 SZHY (8) C014BINA71_ON SINK AND TRAY W17H :COD DISPOS. (4) URINAL, PEDESTAL, SYPHON JEi DRINKING FOUN ''IN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) SHOP (2) -SURGEONS SINK (3) LAVATORY, SURGZONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH S tiJ ! d C9) JOB INFOfLu kTION 1 Co F A3 comet cr-{ re �:r r. ?M . 00# MENT OF BUILDING I +'OF ATLANTIC SEA,(i .F 4 v■y y'(�. # : J �■yy yyr µy yy1�{ y■y' veil MF*MY WY FM4 �V♦/y�y{ .TT��' +11T+wwnt i.W wM ern r w.r M!r wewgit Y. [ 'W A R 10* i'` I+14#1♦ i .k4 4i+rt xddx�+ r t BEAR AVENUE Phi t YP�': U L 1 B AT�AI�TIC BEACH, FLt �a ►A. v # . we rl a< A�#�'TE A ' IfiI . --------- LEGA TypoP+ ' T ,iiiat of: 35 sl I; 1 � rczt n " ►p asod U s f I. e�I9l t Y ' e axi�h p.m. R '' Cada*s ubdiviotoo z NOR-TI ATLANTIC BEACH Tet 12. 9X. : ATIOR FEES *1 12o 50 j *011 00, EEr# # h . r g E, 6 �ri3f; x'00 snik rA :00,00 » 9►C1 E a C S ARE 'd bo 16 tM ACT PER ,"w' 6 WL k ,Y t aye a NCTicE,-_ ALL,CC9�ICRE�"E 1= I ItS AND FOOTINGS FAUST OF.1NpP�CTE0,,B$Ft>IF#I�PC>�iFtlilB�,, PERMf7,1ft31p SIX MONTHS AFTER DATE OF I$SUE' BUILC?ING AAATER#AL,,IiJf3BISI1 A#dC1 IE8R1v FROM THIS WORK MUST NOTE PLACEIa 1N PUdLIC SPACE,AIV[?MUST 8E REq tjp AND HA6tt AW*Y S"Y CIT I''ER,CONTRACTOR OR OWNER. vx KIT ISSUED ACCORDING T0,APPROVe61 PLANS WHICH,ARE PART OF THIS PERMIT ANDCT TO`R GAN PGR, VIOLATION Of APPi.ICA$LE PRfl1llSIQNS OF LAW. ,9B Im 'S CH l�C iL01NCsr 3ERAR I�lE1'a r �� Address / Z G ( 1q P i 7 o Heated Squard"Footage r�@ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION; Total Valua-t-1311 lst $ Q p 7S , v2Qd (e0. 00 $ Q- � 0 T RdmafiYder Valuation S"pO per thousand or portion thereof -- Total Building Fee $ ADDITIONAL PERKM and/or FEES PJDQLTlM ; + Aj Filing Fee $ 3 ?_ -0 IC) Fireplaces @ 15.00 Mechanical $ Plumbing BUILDING PEEN FEE Electric/New L------------------------------------------------- Electric/Temp BIIILDING FMMU $ Septic Tank . QM VE METER GE Wen $ S Pool SEWER IMPACT FEE $ WATEK IMPACT FEE $ Sign MISCELLANEOUS $ Water Cmmection Sewer Cormecti:on $ Water Meter $ Elevation Certificate ;2 GRAND TOTAL DUE $ ------------------------------------- -------------------------------------------------------- CALCULATIONS and/or DOTES E CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REMODEL, ADDITION OR ALTERATION Owner(s) : Address: Phone: Lot # 5f' ' Block or Unit # Subdivision: Contractor: i Zwt?-License No. Address: 111;1 Phone: Describe work to be done,y, -T ( Q L) = 11.2 j ea 0 0 Present use of building: Proposed use: Is this an addition? 4--e--) If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? wn New Heat/AC? -v0 SUBMIT TWO COMPLETE SEM OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN ADDITION TO THE EXISTING STRUCTURE. Signature OWNER Date Signature CONTRACTOR: Dat FEB OWNER BUILDER PERMIT AFFIDAVIT State of Florida City of Atlantic Beach ) BEFORE ME, the undersigned authority, personally appeared who upon first being duly sworn, deposes and says: I, =Sr9��rGx �2/ 7T/yC�+�! and the legal owner of the following property : Subdivision -----s - % o= _._ �!_t_1_% Block ------- Lots - - ---- --- AKA I am applying for a building permit pursuant to the Owner Builder exemption set forth in Florida Statute, Section 489. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT: DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an 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 must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of 925, 000. 00 or less. The building must be for your use and occupancy. It may not be built for sales or lease. If you bell or lease more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the abo, TSCLOSURE STATEMENT and that I comply with all the require .,r the issuance of an Owner-Builder permit. Further, affiant sayeth not. Proper Sworn �to and subscr 'bed Off ✓c/1!'✓ this --- --- day --► 1`�� CITY OF ATLANTIC BEACH, FLORIDA a App 0' +a► APPLICATION FOR ILKTRICAL *SRMIT TO THE CHIEF ELECTRICAL.INSPECTOR: OATEN,.._... � LII 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 ATLAtJT%meq gft"40f . P. 0. BOX 50398 WKSONVILLE BEACH, FL 32240.0398 A�' / ELECTRICAL FIR M: ICIANM§h&Wf JOURNEYMM NAMEA .- fjuCL. �� ADDRESS:-. /.�.=„ FD fOX BLDG.SIZE SEMEN., RES.,( APT.( 1 COMM.( ! PUSLIC,( 1 INDUS.1 ! NEW 1 ! OLD( 1 REW.( 1 ADDITION( 1 TRAILER( 1 TEM.( ! SIGNS ( 1 SO.FT. SERVICE: NEW I 1 INCREAN( 1 REPAIR( 1 FEE CONDUCTOR SIZEL -am OR BREAKER W Z-a VOLT RACEWAY- VIST.SERV.SIZE Z AMPS PH W Lt RACEWAY FEEDERS MO• SIZE NO. SIZE No. size LIGHTING OUTLETS CONCEALEp OPEN TnTAL CONCEALED OFEN RECEPTACLES 0•80 AM31-100_ AMM M. SWITCHcs gYCANpESCENT FLUORESCENT D AL V. AM cwt - Fixto ArK1ANCtf H.P.RATING H.P.RATING �ITIONING COMP.MOTOR OTHER MOT" r -- a� MOTORS H.P. VOLTP0 MilSCE�I11ANEOUS r�}} 31405 ENT OF$ lwo ,s "OK3 � CITY OF ATLANTIC BEACH' .�_----- LOCATION . INFORMATION PEtix"X` INFCIRMATIIN riclx-�essr 1769 $EAIH AVENUE Pe t Nusibvr: 3405 ATLANTIC BEACH, FLORIDA 32333 Per Ivait''' Type PLUMBING,, --------LEGAL DESCRIPTION -- ..,». --- Class of Work: NEW € s_W Block;s So on Constar. Type3 WOOD FRAME' TownshipR.NGi 0 Proposed Use: SINGLE FAMILY ubcti�►ioa : Dveilings: 1 Codec Q C3. Eatio6ted,"Value,* ; 00.00 Improv. Cost s i *25,50 Tote, F so A ruia , ,d *25#' 50rr a IRl ,AT RESIDENCE ATItN = _' �.._ , APPLICATION FEES -- -~ 2 PERMIT FEE $0.00 AVENUE WATER IMPACT A +dry t ryy T $l ! s IM A T-' Eta. 00 P1 RAD RADON GAS-H. R.S. $0.00 C' RA ANN ° ORMATION ------- RADON RADON GAS - 5% Name: , D. SQHS ' }MBING WATER TAP BSI.00 Add -1 ` 22 M°Afit'SL 0»° 'SEWER.TAP, SACK LL E, FL.. 32216 HYDRAULIC ;SHARE $0.00 LiO r s Type: 4 R0-114S'PECT FEE SsEC.,H IMPACT FEE Q�.UQ I NOTES: NOTICE-ALL CONCRETE FORMSr AND FOOTINGS MUST BE INSPECTEDBEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,R088-ISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER; OFAILURE TO COMPLY WITH THE MECHANICS' LIE4 LAW CAN RJESULTAN E PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS., SII I31'� 4�"d ISSUED ACCORDING TO APPROVED PLANS WHICH ARE 'PART OF THIS PERMIT AND S[1IIWCT TO REVOC FOR V.10LATION"0l=APPLICABLE PROVISIONS OF LAW. � � �• `� € � ' -ATLANTIC B ACH BUILDING.DEPARTMENT 5A,r SKI)S�I � CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION ----I--��o _ nc=6- ---------- PLUMBING ------PLUMBING CONTRACTORs_--7-A. ----------------------------------------------------- LICENSE NUMBERS: �U ----------------------------------------------------------- OWNER --------------------------------------- BUILDING CONTRACTOR 3 TYPE OF BUILDIHG�__ /rlls=-.7`u' u-c=�-` ------------------------------------ __SINKS SHOWERS __________LAVATORY __________WATER HEATERS __________BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER r,Z'CE TOTAL FIXTURE COUNT o /- / [ i -------- -0 ------- ------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD P,LUMHBING CODE. �- „ t 777- pSpA[ttMSNT OF 9UlL©1)i43 CITY O ATLANTiG BEAOH` .� . - LOCATXON INFORMATION �. � ...„ PERMIT �NF'ORNATION �- . .. Nu> be r z > 7 Addremal I76 . SEACH AVERUE r Pt¢rr i Type n 't 0 AT'LA T �: , -.FLORIDA! Cl + s r�# Waz rz A 1 t' I N LEGAL UEkRIo`CIO�. Coa ti: Typo WO00 FRAME Lo#,%� S$ �4,1 t0�k t;isacz z Fred .UsrsOL �` A3L `c>*aro > Ir�z RNOz O' 1 Code z Q Subdivisions N. ATLANTIC BEACH Ea a t+ d Va1u+�4” *'?000 130 worv. t z D► 1.X10 4a► Tot t s ; 067.' O Waxtk z OVER EXISTING 2ND FLOOR FLAT ROOF AIDC 16' EXIST, OECX. - NATION .. .. AP " ,KATION FEF - ` PERMIT 667. 50 AVENU{E�y +� WATER IMPACT FEE $0. f('10 'J0 FEE ,r„F�;,`�s� � V# "+'( r r RADONGAS"H. R. S. $0.00 2 3 FaRKAT'1 3t RADO,N: i A 5% #0.00 Op ly WATER 'AP O� C1fl, �► p SES ' TAP �t0. Oa �N y,.v 'HYDRAULIC HARE $0.00 TyMa po; I RE -INSPECT FES r .t 3 g:, SEC. H : IPOT F'EEO« ° E a 'sxs-u °" sa '`naa<,aas: arbaw Ams ry NOTES. , I 4 NOT -4 ALL COMC ,STB FO tMS AND FOOTINGS MUST 8L INSPI=CTE©BE!~OIRE POURING ,PERMIT VOID.SIX MONTHS AFTER DATE OF ISSUE BUILD MATkRIAL,RUBBISH AND bE84I8 FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,ARID MUST BE GLEAREQ UP AND HAULE=D AWAY BY,E TH.ER CONTRACTOR OR OWNER "FAILURE T t L:Y-VIIITN THE MECHANI S LIE LAW CAN I ES#lLT INS THE RR P ` "1' " i " Y1tVG' 'V1110E Ft R 3UtLC1IING IMPROV MiENtSe 1 iSUEDACCOR�NNG TO,APPR0 , PLANS WHICH ARE PART OF THIS PERMIT A* UBJECTT%' TION FOR ' "TION OF A PPLICAE3t E F�F3 LESION 'OF .AW, f iI�II�F �Ils X1651 ATLANTIC BEACii BUILDING DEPARTMENT er �. Address 2 Heated Square Footage @ $ per sq ft = $ Garage/Shed np $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ J J TOTAL VALUATION: $ �. :20: oc)o �C� /SS ,, O Tota luation 1st $ % a p O b�C) , <1) 0 $ 2�R o Ranaindee Valuation .zrper thousand or pottion thereof Total Building Fee $ S ADDITIONAL PERMITS and/or FEES REQLTIRED + k Filing Fee $ 0 Mechanical ; Fireplaces @ 15.00 $ Pluribing ' BUILDING. PERMITT FEE $ 6 �7 1 Electric/New Electric/Temp Septic Tank BUILDING PERMIT $ � �. s-0 Well WATERME'ILR CHARGE $ 9.dnnring Pool SEWER IMPACT FEE $— Sign WATER IMPACT FEE $ Water Connection MISC [J ANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ Ca 7• S—C) --------------------------- ------------------------------------------------------------------ CALCULATIONS and/or NOTES fix' d4��jc� CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s) : ------------------------------------- .Address'-----f 7�� /��c��v �u� ' _Phone: - Lot3:�_ Block or Unit # f_ Subdivision: rc�r •> --- - --- Contractor: � ------ ----------------------------------- Describe work to be done: r��G=�vri�?-<%t�� h�it�� ------�---------------,�=------------ --- t`>�� -------------------------------------- Present use of building:............. /- �_ S1,U� �✓G' ---------------------------- 7 G C Valuation: -- jPropoxed use: 1 Is this an addition?___,, V<-V< If yes, what are the dimensions of the added space: t. X .v _ ft. Will the added area be heated and cooled?________ New electrical (or increase) ? _ 14J New plumbing fixtures?j12 New fireplace?_/V©New Heat/AC?__ / SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. f /J Signature OWNER:_ -!a � % - �Y1G ----- Date: Signature CONTRACTOR:_____________________ Date:___________ t,J 6 r.✓ OWNER BUILDER PERMIT AFFIDAVIT Stwtw of Florida ) City ,of Atlantic Beach ) BEFORE ME, the undersigned authority, personally appeared who upon first being duly sworn, deposes and says: I, _�F______, 2 �/i1 ___/'ic�iT/ c� �'!__, and the legal pwner of the following property: Subdivision ------1t��. Tr� __.. rt.�_n c ✓_+ BlockAKA 176 9 ------------- I am applying for a building permit pursuant to the Owner Builder exemption not forth in Florida Statute, Section 489. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT: DISCLOSURE STATEMENT, Mate law requires construction to be done by licensed contractors. You have applied for a permit under an 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 must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25,000. 00 or less. The building mint be for your use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself �I a C i DEPARTMENT OF BUILDING 8603 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. vv VV J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB �tl.�lt1 "C DateApril 14,19$7 19 5!l CI CKT t;6 i 4/14If Valuation$ Fee$ 50,008603 600011 536.5 1 A 4/14/8 This permit not valid until above fee has been paid to City Treasurer,and is , � subject to revocation for violation of applicable provisions of law. ` This is to certify that Mergil l rfmtral Ai-r ConditioniaLg,,—A.I�(}41.�1�r�— has permission toYbUd install Central heat/air Classification RiRc i dent ial Zone Owned by R.D. Morris Lot Block S/D House No. 1769 Beach Avenue According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS '= AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE —� � 0 Building material, rubbish and debris 4 from this work must not be placed in public space, and must be cleared up and h led away by either con- tracto r wner, Building Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CO T CTOR PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION ' CITY OF ATLANTIC BEACH Z (/// ATLANTIC BEACH, FLORIDA 32298 APPLICATION FOR MECHANICAL PERMIT -CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, Ill, and IV. I. LOCATION Street Address: OF Intersecting Streets: Between lAth Ct i-p�pt And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants 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 attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good..practice listed therein. Name of Mechanical Contractors Contractor (Print) Qzni-_r;;1Master RA0015176 Name of Property Owner R. Morris Signature of Owner / Signature of or Authorised Agent (, Architect or Engineer III. SWERAI. INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITET Nn X Q Cmc❑ LP ❑ Notural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q 09 PERMIT Q Other = Specify IV, MWK4NWAL EQU1PMONT TO It INSTALLED NATURE OF WORK (Frevide complete list of components on beck of this fond) 1� Residential or ❑ Commercial 12• Meet ❑ Space ❑ Recessed 2 Centra) O Floor ❑ New Building 19 Air Conditioning: (3Room Q Central ❑ Existing Building Q` Duct System: Material Thickna�- ❑ Replacement of existing system e.f.m. 11New installation(No system previously installed) Masimum capacity ❑ Extension or add-on to existing system Q Refrigeration ❑ Other - Specify Q'Cooling tower: Capacity g•P•m• Q Fire sprinklem; Number of Aaads_ Q Sevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q Gasoline pumps (number) IR�aahrad) Q ,Tanks_ (number) Remarks 13 VS contaill (number) D uafirad wos" V6" - Permit Approved by Data_ Q bili rs O Otlw Specify Permit Faa LIST ALL EQUIPMENT Alt CONDITIONING AND REFRIGERATION EQUIPMENT CaP&CttyAAie Nuatlber Vsdti Deeeslpfion ![oriel Number Manufacturer {ions) 1 condenser BWD760 Trane 5 UL 1� 51, DEPARTMENT QP BUt�.i�tNG CITY OF ATLANTIC BEACH ik, .+144 ,ATIM T iWlNATIO 4r. 34 121, Addr+ a ► ra�sa�tt' Typevs ` + AfTLAHTIC PEACH, PLG�RI�A 3223`3' ciao#R t11I3EECRIPT N. . .�,...— ----- - C6144tar. T ypo s � � F�'AI�1E~ cat 3 B�ticzk s ��st�ern: { 1+�a p+c d UPS EI.NI 1: FA LX Township: RNO s 0 tsti td Yalu+ sq,00 It prvv, Cort s , ` t ,40 Tat2 " t ; A usx t P s 'i 2 ,w as ODELED RITCHEN --------- _��w Alr�P1.ICATSL?H FEES 1 a A r # E WATER TXPA T PEE, 0.00 QC? C fi, FLO I�VA 32233 1SE49R lNPA,CT FEE " C' CC 4s*a'4 0 , ,. i. .N ,��, , 0 T l . ,.„ .� f A GAE C:CC IY + s x t CT C 'CC, IN WATER TAP. 40't3b 3 : PSEWER 'TAP .00 ,. ... " ` A�' ' � ..v p ,xd HY +RAI„I`4 'C RE *04 00 s Liimnvet, 'ER °t"�+pr?s 2 RE—INSPECT FSE joQ, 9 EEC H Iop -T FEE �. bT 19 a• + `->4.'+Gm,. ,.n,'..ino ^na, mawn m+..4"a.v m,.esrrn, f, s+AP ;n -i b Lt' i W r +E >Pt MQTICE=�-ALL C©NGfti.'CE FARMS ANO FOOTINGS MUST Slr t PECTEO ElF.Pt�TFtE POURING PERM#T NC?ID SIX MONTHS AFTER DACE OF iSSt#E xY 4 y UiI:gING it+iAT1R#AI.,RUBSISIi;ANL)'DEBRIS SROM THIS WORK MUST NOT BE'PLAGED IN PU�3L#C SPACE4ANp MUST Gl EA ,ED UP AND HAt�LIrD AWAY 13Y ITI�IER CONTRACTOR OR OWNER. "Y 2M: �k LURE-tT � 4�f 11 "i"CH THE MECHANIC fi' LIEN LAW CA[�t Rt <iE '� # ►YItG TWICE FOR BUL } t11Pt3UEh1T WOOD ACCORDING Tp"APP '" D PIANS WHICH ARE PART bF THIS PERMIT I� „SUBJECT Tb'1 1tbCAT#QM 1=p VIOLATION N d AR I.IC ABLE PFt#r IBIONS bF LAW. tx1kn,ro'>.#� fia�a z" ATI:*ttc 6eE H SOIL-DINGDEPARTMENT Ws 5� °� } G f CITY OF ATLANTIC BEACH, FLORIDA Approved Ey APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �O 19 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. BILL THOMPSON ELECTPIC CO., INC. P. 0. BOvX 50399 JACKSONVILLE BEACH, FL 32240.0398 ELECTRICAL FIRM: MASTER ELE RICIAN SIA/TURF JOURNJYMAN NAME& ADDRESS: Z76�lJ,�' 'I= "o-" RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT.( 1 COMM.1 1 PUBLIC( 1 INDUS. ( 1 NEW( 1 OLD ( 1 REW,,'� ADDITION ( ) TRAILER ( ) TEMPA 1 SIGNS i ) SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. J!` SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE Ze AMPS PH 7W r LT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS 'Z_ CONCEALED OPEN TOTAL ROPEN TOTAL 81.100 AMPS. H.P. VOLTAGE PH S,MOTORS d+pp �— °Aym �o N SIGNS VA. IMA. I I MOTOR SIZE NO.NEON TRANSF. IND. ` 1 `^1 - ` `i CITY OF ATLANTIC BEACH '' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildingdepta,coab.us Application Number . . . . . 07-00000155 Date 12/07/07 Property Address . . . . . . . 1769 BEACH AVE Application type description SWIMMING POOL/SPA Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 27800 ---------------------------------------------------------------------- Application desc new pool --------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN POOLS BY JOHN CLARKSON, INC. 13997-4 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-4050 --------------------- Structure Information 000 000 ---- - Flood Zone . . . . . . . . ZONE A ------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc WIRE FOR POOL Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Expiration Date . . 6/04/08 ------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED-'ONLY INACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. osy3 CITY OF ATLANTIC BEACH J J ELECTRICAL PERMIT APPLICATION Date: -- C 'ri—Orl Property Address: I i�Q�� I CSC h rl V f, tic _ Owner: Telephone #: J 4�- 7c�W Contractor: e e)ec�r C 6LQ Telephone#:(A5-LA0 9 Contractor Address: PQ r vx '35051)2_ ,eCx• �� C_ Fax#: b45— G'iE f7 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 City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair ©� �C.1)U/st Conductor Size: AMPS: COPPER ALUMR4-UM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service /-Qp RACE Size AMPS p O PH W 3 VOLT/yd WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 10 AMPS 11 1 DO AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous Q 5VJiM ;(1 jam' 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us q� J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001713 Date 4/06/09 Property Address . . . . . . 1769 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2700 ---------------------------------------------------------------------------- Application desc new deck addendum to 06 34361 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN GRIDER CONSTRUCTION INC 1407 ARDEN WAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 463-4606 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2700 Expiration Date . . 10/03/09 ------------------------------------------------------------ Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0 C 16 08 02: 47p Coastal Consult. (904) 829-0851 ,. P- 1 nart(na,► ORA FM x FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bw*eau of Beaches and Coastal Systems 3900 Commonwealth Blvd-MS 300 8023835 f�� }Y ' ATallahassee,FL 32399-3000 I pmu NW"kW. d Jul e ,r (850)488-7708 Na ojPa&wAAWW. FIELD PERMIT PURSUANT TO SECTION 161.053 or 161,052,FLORIDA STATUTES FINDINGS OF FACT AND CONCLUSIONS OF LAW: The roqued for a permit war coneadered by the&tiff dwilpm of the DepwUneat of Environmental Ptmtwdm and fowl to be in eoertpGanco with dw mqutremeens of Chapter 6213.33,Ftoeids Adeni Woad"Code(FAC.} APP�a is sPoc►ficallY limited to the activity in the MW location and by the prajoct doaoripliat,slrprovod plans(�f wty),&etched aandwd omdibiorts,and mY aPoeiel conditions shod below pursuant to Patgtraph 161.053(5 Florida Sta Ubm Thio ptumit tray be 4.100,FAC. maps dsd or revoked in aocadata:o with S"don 62. PROJECT LOCATION: 73.0) PROJECT D ON: 01 clC, � Z t o l �.. 1 to Z141 16 A bq- 3 SPECIAL PERMIT CONDITIONS: This permit is valid only atter A applicable federrt,due,,rod rood penia are obtwnW and dose not auihoriae mutmventiat of ktcal setback roquiraratrtts or zoning or bw'diog codes. This permit and pubSo notice shag be pnAW on&a ate ietaaedistaly Upon iaewnoe and hall ranain posted aims with local approvd waft oomplaAiort of any� yvAwized J � b'this A� ��Boas of" LA pem�it include:, •y4ai — Let, s i e, a STANAARD PERMIT CONDITIONS: The pamMm dell comply with the dtdW duWud Edd permit eondi6ons. APPLICANT INFORMATION: I bmby certify that I am cidw. (1a)the owner of the abject property tg (1 b)I have the owtWo oaaatt to seoam this permit on the mhta'a bdA aad that(2)1 da obit my.applicabte li wan or penrio which nay be required by*Wab do.courtly,or muni-- law prior to coe mmwoomM of the sudwdzW wak; (3)I adntowlodge that the aWhmined work is what I negftdu;and(4)1 accept tmporta'biiity for emnoweoe with 8i permit o diY Applicant's signature Diatc TdephaneNo 4>S �.�$S{ Appiian4s Printed Name GJ C 1+ Addrane e Vappumt is son aged �1hA'i T • 0 1 1 , (✓71-7 pw*W maw gfpW" poPaly� oweeWa h*ph0M ao- DEPARTMENT FUtiAAL ACTION AND FILING AND ACKNOWLBDGMENT: This tieid permit is approved on behalf of the DeperhnoM of Environmentl Pw6ctibA�7--, V the 'gned da$'&*no%and fehrd on this dde,pursuant to seeeion 120.52,TS,with the mtderrigned dairaW Deputy C;—� acknowledged. 11AA I J. h- .(AA'(*x-' Prnrred Name q/1 Ckrk PUBLICK OF THIS PERMIT. EXPBIA N DATE:(Em eadon 62B-33.014,FARC..am valid for no more than Winery days and pants ars no mote REVIEWED FOR CMCs kNo Approved plans are ataohod: )`n CITY OF ATLANTIC��BEA01D PUB C NOTICE COXSEJ;CUOUSLX, SM QN� :a, E SEE 1 ��DWDITIONS"-Copy-Tal a OBFce) w Cropy eott rPexk'C�opey+SWQ DrsiBrKe) w �* F FM REVIEWED BY: DATE: A �; FILE COPY 1� i .i •�:..,.,� --- - -.=;ism:: ... . roar 16 ILA4u met ry woorz>bGt_ic_ POO POP*L h - o e, i �oe-cj} rates�.t 'De" 4*1 LE V 5 U Ctf ll.�sl"5, t L\1 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET _ Routed to: ufstetler y JJ31�r Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public Safety Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # 3(0 Property Address lq& 7 &r� � Applicant: 0_ 1 5 fra Project: agx G Review Result (Circle : A Disapprove Approved w/Conditions Review Initials ate Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone i ew i l 4W 5w- Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. LATITUDE DE V ENGINEERING 1510 B Second Street, South Jacksonville Beach,FL 32250 904-247.1855 Fax:904-247-4900 April 11,2007 Mr. Gary Grider Grider Builders,Inc. 1407 Arden Way Jacksonville Beach, FL 32250 Re: Coughlin Residence Project: #0609 Atlantic Beach, Florida Dear Gary: Per your request, Latitude 30 Engineering(LAT30)reviewed the foundation system for the Coughlin Residence located in Atlantic Beach, Florida. It is our understanding the auger cast piles below the garage level were mislocated approximately 5 to 10 inches to the east. Since several of the concrete columns will not align with the centerline of the mislocated auger cast piles,the foundation system must be capable of resisting the induced torsional moments. LAT30 recommends the following modifications: 1) The width of the concrete grade beams along grid lines 1, 4&6 shall be increased. The east edge of these grade beams shall be extended the same distance and direction as the offset of the pile centerline from the intended grid line. Based on the information provided by the contractor,the additional grade beam width shall not exceed 10 inches. 2) The grade beam shear reinforcement(commonly referred to as closed stirrups,ties or bands) shall be fabricated to account for the additional beam width. One#7 top bar and one#7 bottom bar shall be added to the longitudinal reinforcement required for each grade beam. 3) As indicated on the attached sketch SK-1,type XGB-6 grade beams shall be added along grid lines C and E between grid lines 4 and 6. 4) The east edge of the elevator wall pile cap shall be extended so that the distance between the edge of the pile cap and centerline of pile is V-3". One 48 top bar and one#8 bottom bar shall be added in the north-south direction. The bars in the east-west direction shall be staggered. Please call should you have any questions. Sincerely, LATITUDE 30 ENGINEERING FLORIDA CERTIFICATE OF AUTHORIZATION 426691 FILE COPY Brian R. Stoddard, P.E. President Ellis&Assodates in. Environmental ■ Geotechnical ■ Materials Testing Integrated Engineering Services March 14, 2007 Mr. Gary Grider Grider Builders Inc. 1407 Arden Way Jacksonville Beach, Florida 32250 Subject: Summary of Auger-Grouted Pile Installation Coughlin Residence— 1769 Beach Ave Atlantic Beach, Florida E&A Project No. 0175-0002, Report No.2 Dear Mr. Grider: As requested,Ellis&Associates,Inc. (E&A)monitored the installation of the cast-in-place auger-grouted piles for the above referenced project. The purpose of the monitoring was to observe the procedures and methods utilized during the installation of these piles. A total of 22 production piles were installed on March 8 and March 9,2007. The piles were installed by Brevard Grouting Services, Inc. The piles were installed by rotating a hollow-stem,continuous flight auger until the auger reached the proposed pile tip depth. The auger had 16.0-inch diameter flights and was equipped with a tip having bullet-type rock teeth. The piles were formed by placing grout through the hollow-stem auger after the auger reached its final depth. The grout was pumped through the auger with a positive displacement type pump. The pump capacity per piston stroke was determined in the field by measuring the number of pump strokes for a given volume of grout. The grouting operations were continued while the auger was slowly withdrawn from the augered hole. A positive head of grout(i.e., pressure)was maintained on the individual grouted pile columns. The following is a summary of the quantities for the second phase of auger piles installed on March 08 and 09, 2007: Total Number of Installed Piles: 22 Total Length of Installed Piles: 616 feet Total Theoretical Volume of Installed Piles: 860.1 cubic feet Approximate Total Grout Volume Utilized in Installed Piles: 1,097.9 cubic feet Approximate Average Grout Factor for the Installed Piles: 1.3 FILE COPY 0 Ell! Ass0clates mm /ntegrated ng/neerI Services 0175-0002.2 Page 1 of 2 Y Y Based on our site observations, it is our opinion the cast-in-place auger-grouted piles were installed in general accordance with the project plans. Thank you for allowing Ellis & Associates, Inc. the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments regarding this report,please contact US. Respectfully submitted, ELLIS & ASSOCIATES, INC. Nab 1 O..Hmeid , E. 13 O ? Michael Krepsik, E.I. Senior Engineer Staff Engineer Licensed, Florida No. 57842 NOH/mpk FILE COPY :1._� E111 ASSWiMSw- integrated ngineerin services Page 2 of 2 0175-0002.2 T3 4 5 6 7 FRANGIBLE 12" CMU BEARING CONCRETE RETAINING WALL (TYPICAL) I COLUMN/WALL (TYPICAL) I I XGB-5 I 1 fi :I .. C C2 DEEP PILE CAP REINRCED WITH #8 AT `O 12" C EACH WAY TOP `n AND OTTOM WITH HOOK `n �' ' to + C3 AT E�CH END m El6' I 4'-6" I XGB-6 CL _ . 0i C1 1TYP I BEAR NG WALL WITH N CAL AT 8" OC. LLC LLS SOLID U11013 / ,n i XGB-6 \,\/ - It i. 00o — — ;,'/ N - 1 opy I �1 F7 -500 S2.2 i o Al v C1 � C XGB-6 REFERENCE SHEET REVISION NO. DATE S 1.2 0 04/09/07 LATITUDE 3 ENGINEERINGPROJECT TITLE PROJECT 0609 COUGHLIN RESIDENCE SHEET 1510 B Second Street, South • Jacksonville Beach, FL 32250 1769 BEACH AVENUE 904.247.1855 • Fax 904.247-4900 • mail@lat30eng.com ATLANTIC BEACH, FL SK— 1 CERTIFICATE OF AUTHORIZATION#26691 CITY OF ATLANTIC BEACH J PLAN REVIEW SHEET Routed to: J �r Building Department Public Works&Public Utilities Departments use er 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public Safety Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # bb - #3419&4 Property Address I uq ?6q(-,q 4V15 Applicant: 61CY &12{bCK a/\1VR,1,CC770/Q , SNC . Project: V ] Review Result(Circle one . pr Disapproved Approved w/Conditions Review Initials/Date S Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. CITY OF ATLANTIC BEACH is) 800 SENUNOLE ROAD _r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034364 Date 1/10/07 Property Address . . . . . . 1769 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1387500 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN GARY GRIDER CONSTRUCTION INC 1407 ARDEN WAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 463-4606 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . 3436 . 00 Plan Check Fee 1718 . 00 Issue Date . . Valuation . . . . 1387500 Expiration Date . . 7/09/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 . 25 ST CONSTRUCTION SURCHARGE 25 . 56 AB CONSTRUCTION SURCHARGE 2 . 84 STATE RADON SURCHARGE 23 . 90 WATER IMPACT FEE 700 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3436 . 00 3436 . 00 . 00 . 00 Plan Check Total 1718 . 00 1718 . 00 . 00 . 00 Other Fee Total 753 . 55 753 . 55 . 00 . 00 Grand Total 5907 . 55 5907 . 55 . 00 . 00 PEd8MT IS APP OVEIID ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r CITY OF ATLANTIC BEACH r 800 SEMMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 .-f J3s�Jr Application Number . . . . . 06-00034364 Date 1/10/07 Property Address . . . . . . 1769 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1387500 ------------------------------------------------------------ Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ .COUGHLIN GARY GRIDER CONSTRUCTION INC 1407 ARDEN WAY ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 463-4606 --------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee 3436 . 00 Plan Check Fee 1718 .00 Issue Date . . Valuation . . . . 1387500 Expiration Date . . 7/09/07 -------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 .25 ST CONSTRUCTION SURCHARGE 25 .56 AB CONSTRUCTION SURCHARGE 2 . 84 STATE RADON SURCHARGE 23 . 90 WATER IMPACT FEE 700 . 00 -7-------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3436 . 00 3436. 00 . 00 . 00 Plan Check Total 1718 . 00 1718 . 00 . 00 . 00 Other Fee Total 753 . 55 753 .55 . 00 . 00 Grand Total , 5907.55 5907 .55 . 00 . 00 PERMIT I5 APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA WELDING CODES. CITY OF Office of Building Official REQUEST FOR INSPECTION �j Date 57 � � � �1 Permit No. Time f} ! 1 A M. Received KA. District No. Job Address Locality Owner's Name Contractor "'t BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing Cl Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made Inspector Final inspection❑ Certificated y Date CITY OF 4&ws4-c BwcA-0;&U-4& Office of Building Official REQUEST FOR INSPECTION Date ` v Permit No. ��✓ �� Time Receivieeed P.M/� District NO. Job Address Locality Owner's Name Contractor BUILDINGCONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Too Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION n M Mon. Tues. Wed. Thurs. Fridav 1/� y A.M. Inspection Made ` 1 P.M. Inspector. Final Inspection❑ Certificate of Occupancy Date CITY OF- 4&4^&- Ffq,tlal - Beac4-QW& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time /� T_5 A.M. Received P.M. District No. 7 Job Address x L lity Owner's N Name Cont r BUILDING CONCRETE EL CTRIC PLUMBING MECHANICAL Framing ❑ Footing El ugh ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab ____ READY FOR INSPECTION -_— A.M. Mon. Tues. ad. Thur Friday T_P.M. (— A.M. Inspection Made _... Inspector Finallnspectionle�Y Certificate of Occupancy Date CITY OF 4#4s4-le Office of Building Official REQUEST FOR INSPECTION C/�/�} Date / Permit No. ` `� Time / U District No. Received Job Address Local Owner's Name Contract. BUILDING CON TE ELECTRICAL �PLUMBIN !,� MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ough 10 Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top O�ut� may❑ Heating Lintel ❑ 7_7 Fire Place ❑ A'X Pre Fab BgAW(FOR INSPECTION A.M. Mon. Tues. _ Wed• Thin Friday P.M. A.M. Inspection Made Inspector Final inspection❑ (f Certificate of Occupancy Date CITY OF Jmw,, /0 �?-- 4&4#t rc &444-0; Office of Building Official REQUEST FOR INSPECTION f Date Permit No. Time - A.M. Received/y District No. , ddress , , LocalHy Owner's r Alll& Name BUILDING C NCRETE ELECTRICAL UMBING MECHANICAL Framing ❑ Footing 03 ring Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR IN ECTION A.M. Tues. Wed. Thu Friday P.M. Ion Made P.M. Inspector r Final inspection❑ Certificate of Occupancy Yt•Lc, .G.. 791 a-- r j�L`J r�( �s CITY OF ATLANTIC BEACH s� PLAN REVIEW SHEET Building Department 800 Seminole Road Public Works&Public Utilities Departments 1200 Sandpiper Lane �#R Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 .(904)247-5900 (904)247-5834 Kaluznia (904)247-5845 Fax (904)247-5843 Fax Vublic Safety PLAN REVIEW COMMENTS Permit Application# 61 Property Address / 7& 9 ,�-g C!/ 6Pj/,6' Applicant: 011�1*rjfzt dF 'Of Project: in q Th is permit application has been: u/Approved as noted by thell�, Department. Final application approval must cdine from the Building Department. ED Reviewed and the following items need attention: M - .seAJ Ad T boxes Qef Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department-requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: - Date: �1 ��/� DEC ` 4 2006 Date Contractor Notified: c v� ' l`I �- �, �� BY: S.11 i j' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date f 2—��(p Permit Number Address Contact Name Phone Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + % Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ SEWER TAP FEES $ itJm ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE ` $ WATER CONNECT/METER ONLY WATER CONNECT/TAP & METER $ WATER CROSS CONNECTION $ WATER 2APACT FEE $ :7 p OTHER $ GRAND TOTAL DUE: S 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 1-16122 0 _ /2 8-O� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 f Bathroom group consisting of water dost, lavatory, Bidet, and bathtub or shower 6 Bathtub (\Mth or without overhead shower or whirlpool attachments) 2 I Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountainAcemaker h Floor drains 2 . I Hose bib 1 �. Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder andlor dishwasher 2 Laundry tray 1 or 2 com atnents 2 Lavatory 1 3 Shower com artrnent, domestic 2 w Sink 2 Urinal 4 Unnal, 1 g allon per flush or less ,7 -2 Wash sink circular or multiple)each set of faucets 2 I Water closet, flushometer tank, public or private 4 i Water closet private installation 4 Water closet public installation 6 TOTAL NUMBER OF UMTS MULTIPUED X 20 TOTAL$ O CITY OF ATLANTIC BEACH v� ' �► z BUILDING PERMIT APPLICATION k f (New Residential & Commercial) I 10(.. f Date: r Job Address: �o fie. ye Owner's Name: Address: ;L�L CaK le Its S Phone: •�{�6 g Contractor: State License Number: Address:_�' 7 k✓e,00— LU" Phone: '��,,�• 41L6 16 City: pny aC State: _Zip: Fax:Z g a •/66 z Describe proposed use and work to be done: 8&d4 S f'iQ R e moue O lA SFR, Present use of land or building(s): 4R5 jd!!MeJre Valuation of proposed construction:_1,3951 .go*& Is approval of Homeowner's Association or other private entity required? k p If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION.IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. PLEASE READ ALL INSTRUCTIONS, WITHOUT THE INFORMATION REQUESTED THE APPLICATION WILL RE RETURNED WITHOUT REVIEW BUILDING CONSTRUCTION PLANS 5 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • [itto://www.eoab.us Page 2 Revised 10106 K.ANY OTHER DOCUMENT REQUESTED BY THE BUILDING AND PLANNING DEPT. PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: \ F`` Mailing Address: Telephone: �3 405 , FaxE-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: 0 AL10Date: AS TO OWNER: \ Sworn to and subscribed before me this ({! day of No am W—,20_0__� State of Florida,County of Duval + — — — Notary's Signature: e A "'Ay PL4 ESSIE MERRITT ,r Notary Public-State of Florida 'ersonally known . : r My Commission Expires Feb 9,2009 Produced identification j-' DL Commission#DD 394893 Type of identification pro yp p C to,?ob— 4 06 1 Signature of Contractor: Date: &/17/X AS TO CONTRACTOR: ,,pp II,,, Sworn to and subscribed before me this Y�1 day of M O Oe W b-4C ,20 Q 10. State of Florida,County of Duval �+F Notary's Signature: �s ��, ESSIE EDRR X. _ Notary Public-State of Florida LJ Personally known My Commission Expires Feb 9,2009 ❑ Produced identification Commission#DD 394893 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5526 Fax: (904)247-5545 • http://www.coab.us Page 4 Revised 10/06 CITY OF ATLANTIC BEACH r PLAN REVIEW SHEET rI Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233Kaluznia (904)247-5800 (904)247-5834 Public Satety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CO1IMENTS q`3 -q(eop-1,I'll Permit Application# a[p -- .3W13 6 GST C Property Address 7 9 o&g C!/ LIE' Applicant: Project: • Thig permit application has been: Approved as noted by the Py bIG Wor kSDepartment 0 Final application approval must come from the Building Department. Reviewed and the following items need attention: Survey note says "Impervious Surface Area ((final) 4588 Sheet A. Ol says 4093 SF on site storage req for or cubic feet. (See required storage volume sheet ched . Provide storage plans/details. CYC r Cio%a--Z— t-" . Provide erosion and sediment control plan with instzfllation details. Provide copy of FDEP permit for construction seaward of CCCL. Max 'mum driveway width at property line right-of-way is 20 ' re each side at road allowed. ) 114,E L i A-,�- Or•• Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Lai Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from .. being issued. Reviewed By: Date: V JudI 1 6�(Q. DEC - 4 2006 Date Contractor Notified:&Xea� /.;-& . e)-`f(v'10-1BY• CITY OF ATLANTIC BEACH .ss� PLAN REVIEW SHEET Routed to: D.Hstetter ` F31 Building Department Public Works&Public Utilities Departments . Do 800 Seminole Road 1200 Sandpiper Lane R. Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# '1 (" - y3� Property Address Z-7& I & C q 4✓,6 Applicant: emc57" Project: /Vf-6) T=Approved plication has been: as noted by the f Department. Final application approval must c from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: SVIbL41 Date: Date Contractor Notified: CITY_ OF ATLANTIC BEACH 800 SEIVIINOLE ROAD -" ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034593 Date 1/16/07 Property Address . . . . . . 1769 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW RESIDENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN, TOM BROOKS & LIMBAUGH ELECTRIC CO Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT Is APPROVED ONLY IN ACCORDANCE WITH ALL CTPY OF ATLANnc BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Civ qfA&wd c Beach Pemr reform don To: JEA Electric Order Fu.1fi11ment, (Fax No.: 665-7372) Attention:. Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# YP — �g j Date: Service Address: 9G 1 � Owner: `�i r� OOIL ,t�►� Owner Phone: Electrician: B lgyl5d ' f . Electrician Phone: o f"9'US/ Type of Work: New Service M-Home Subfeed Increase Service Heat & AC ] Repair Service [ ] Other [j Rewire [�] Other Description: Temp Pole Service Type: [Overhead(Repair/Replace) [_jUnderground(New Services) Building Use: LXjResidential ]Church ]Environmental "M-Home "Commercial "Other Other Use Description: Service Size: New Service: AaMps:_ �D 'Volts: Phase:_ Existing Service:Amps: Volts: Phase: E-mail:cravli@,iea.com or seliwggi@,.ica.com or resp n0jea.com s; CITY OF ATLANTIC BEACH ' ELECTRICAL PERMIT APPLICATION Date: 06-6`2 PropertyTo, v,LLQ wss: hJ� l Oner• Al Telephone#• Contractor: Ld Cry Telephone#:G'yC q 0<3/ Contractor Address: �� Fax#: `t 0?03 Contractor Signature: In consideration of permit given for doing theork as d in the above statement, we hereby agree to perform said work in accordance with the attached plans and specift ons which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good ractice listed therein. B 'ding: ilding Type: ❑ Trailer Se ce: If other construction is New esidence ❑ Temp. New being done on this building Old ❑ Commercial ❑ Signs Cl Increase Or site,list the building ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Permit number: Conductor Size: S: COPPER ALUMINUM RAC VBrmeaker AMPS PH W VOL�Z&d WAY 'ErtsaServiceRACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OYER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea, Si Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (9q4)247-5800• Fag: (904)247-5845• htti)://www.ci.atlantie-beach.fl.us Revised 1/04 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jan 16 2007 12:22PM Last Transaction Date Time Type Identification Duration Pages Result Jan 16 12:21 PM Fax Sent 96654470 1:28 3 OK CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r- Application Number . . . . . 06-00034566 Date 1/17/07 Property Address . . . . . . 1769 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc UPGRADE METER FROM 3/4 TO 1 INCH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN CITY OF ATLANTIC BEACH ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/10/07 Valuation . . . 0 Expiration Date . . 7/09/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 .00 PERMTT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Graham Shirley From: Kaluzniak, Donna Sent: Wednesday, January 10, 2007 11:59 AM To: Matthews, Carlene Cc: Graham Shirley; Walker, Chris Subject: RE: 1769 Beach Avenue-Coughlin's house Carlene, they didn't mention a meter upgrade on their plans, but that is not unusual. Chris said the work he just completed was moving the existing meter over a few feet, not the upgrade. The cost to upgrade to the 1" meter will be $60 (for meter upgrade only) +$225 (for additional Capital Improvement Charge) =$285 total -Donna From: Matthews,Carlene Sent: Wednesday,January 10, 2007 11:44 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: 1769 Beach Avenue-Coughlin's house Donna, Chris just called wanting to make sure that the upgrade of the 3/4" meter to 1" meter has been paid. Gary was in this morning signing up for temp. service and paid for permit 06-00034364. On the worksheets we can not find anything concerning upgrade of meter. Shirley and I are thinking maybe this was decided after the application for permits were initially turned in. Do you know anything concerning upgrade of meter size? If not, please get with Chris and determine the amount so Shirley can get additional permits issued. Shirley just came into the office indicating that Gary just came in and said that Chris has already completed the work. I haven't even done the service order and the above permit was paid at 11:03 AM this morning and it's now 11:43 AM? 1 CITY OF ATLANTIC BEACH s r 3 800 SENIINOLE ROAD 1 r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034592 Date 1/16/07 Property Address . . . . . . 1769 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE - OVERHEAD 60 AMPS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COUGHLIN, TOM BROOKS & LIMBAUGH ELECTRIC CO 1769 BEACH AVE. Q/A BROOKS, CHRISTY NEPTUNE BEACH FL 32266 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A'TLANT'IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C&P®fAtkndc Beach.P'mn tMonnad-on To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach.Permit# Date: 1 II to D�D Service Address: Owner: 0-oma&tc• Owner Phone: Electrician: i,UVVLA�I�-� Electrician Phone: I �q o5 I 'hype of Work: New Service [ M Home Subfeed [� Increase Service Li Heat& AC [ Repair Service Li Other [� Rewire [T] Other Description.: Temp Pole [ r- j Service Type: L10verhead(Repair/Replace) L—JUnderground(New Services) Building Use: ]Residential L]Church "Environmental "M-Home [ ]Commercial [Other Other Use Description: Service Size: New Service: Amps: D Volts: D Phase: Existing Service:Amps: Volts: Phase: E-mail:cravIind ieaxom or schwczn@,iea.corn or resorn(c ica.corn to CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: � -ice.--� Owner: Telephone#: / Contractor: Z G.�ur ' Telephone#:Nt Contractor Address: Contractor Si ature: _' In consideration of permit given.for doing th work as bed in the above statement, we hereby agree to perform said work in accordance with the attached pls and spe cations which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Ron' ing: Building Type: ❑ Trailer ee: If other construction is New ❑ Residence Temp. r(03114nncrease ew being done on this building Or site,list the building Old ❑ Commercial D Signs permit number: ❑ Re-wire ❑ Addition Sq.Ft. (3 Repair ji Conductor S' S VOL AMPS: COPPER ALLJ1vffNUM RACE/(ggoidf� ker AMPS PH W L) WAY g Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AIDS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea Sign Miscellaneous jMf&Z14 f}J� 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (9q4)247-5800• Fax: (904)247-5845• httn://www.ci.atiantic-beach.fl.us Revised 1/04 HP bfficejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jan 16 2007 12:18PM Last Transaction Date Time Type Identification Duration Pages Result Jan 16 12:17PM Fax Sent 96654470 1:30 3 OK HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jan 17 2007 3:28PM Last Transaction Date Time Type Identification Duration Panes Result Jan 17 3:27PM Fax Sent 96657372 0:30 1 Jammed 1TIri � ^yv rs I 1r1I � �a, ' �' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION New Residential & Commercial '�131a� Date: Job Address: Owner's Name: T I'h �TUA i`j/so Address: 2-M 4�aK c b S Phone: 916 •Q�6" Contractor: V'Rr, State License Number: Address: �' 7 �'✓j"- Gu Phone: 4", CLQ.d City: Tt r)& JSGA State: PY Zip:3 2J O Fax: Zg L •/Q j; Z. Describe proposed use and work to be done: w2a? S JC4 R e mwe- o 1A rj f Present use of land or building(s): ?!95id ftAe e Valuation of proposed construction: 113518-9006 Is approval of Homeowner's Association or other private entity required? W p If yes,please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. 21!rs- Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION.IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. PLEASE READ ALL INSTRUCTIONS, WITHOUT THE INFORMATION REQUESTED THE APPLICATION WILL RE RETURNED WITHOUT REVIEW BUILDING CONSTRUCTION PLANS 5 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • http:Hw`vw.coab.us Page 2 Revised 10/06 K.ANY OTHER DOCUMENT REQUESTED BY THE BUILDING AND PLANNING DEPT. PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: l� //�� Mailing Address: // xx V 0-W Telephone: Cl 3 - =Wp V Fax a / 2 E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. .. Signature of Owner:it I r PA fl, pix 10 Date: j t� cn �✓'t✓ AS TO OWNER: u &4t Sworn to and subscribed before me this t�1 day of / �'c� State of Florida,County of Duval Notary's Signature: n,/ tJz ` QrtaC ESSIE MERRITT " •"' Notary Public-State of Florida ❑ ersonally known L . „. My Commission Expires Feb 9,2009roduced identification Commission#DD 394893 G�b'E7C� 4�`�(a j�-5 6 L1 s� „,.• Type of identification produced / Signature of Contractor: Date: Aa 000, AS TO CONTRACTOR: Sworn to and subscribed before me this Y�1 day of DOM-\�� ,20 Q�• State of Florida,County of Duval Notary's Signature: 1 ��'`•1 P(e�''' Notaryublic M tate of personally known «�- _ Public-State of Florida «a` My Commission Expires Feb 9,2009 ❑ Produced identification ....... ; Commission#DD 394893 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http-//www.coab.us Revised 10106 Page 4