Loading...
Permit Alt 1882 Hickory 2011 ' :,� SA CITY OF ATLANTIC BEACH ,� S 800 SEMINOLE ROAD 0 .•� �. , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 w;319 Application Number 11- 00001918 Date 5/05/11 Property Address 1882 HICKORY LN Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Application desc 2nd flr deck enclosure Owner Contractor ALLEN KATHLEEN ET AL COASTAL CONTRACTORS INC HICKS EDWIN 888 COLLINSWOOD DR W 1882 HICKORY LANE JACKSONVILLE FL 32225 ATLANTIC BEACH FL 32233 (904) 334 -2810 Permit RESIDENTIAL ALT /OTHER Additional desc . Permit Fee 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 2000 Expiration Date . 11 /01 /11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE Other Fees STATE DCA SURCHARGE 2.00 ENG REV PRE APP > 3 HRS 25.00 STATE DBPR SURCHARGE 2.00 UTIL REV PRE APP >3 HRS 25.00 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Other Fee Total 54.00 54.00 .00 .00 Grand Total 144.00 144.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 / 5 Job Address: . °' 1-/ /c / ([ r 1),4/1)0 Permit Number: 1/ Legal Description L / / / •5a_ q.r't. 'q.r't ,4- /1'J4 j oor Area o } , t 2 i 7" /Z '/ Parcel # 1 720 p - / 3b `/ r � Valuation of Work $ Zoo!) , 0) Proposed Work heated /cooled non- heated/cooled Class of Work (circle one): New Addition Alterati Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial Reside]] If an existing structure, is a fire sprinkler system installed? (Circle one : es No QL. Florida Product Approval # For multiple products use product approval orf� m D Describe in detail the type of work to be performed: 5��1/ - A161-05 U � i�"6`�"L- d_J--712,c-re, - ' Property Owner Information: 4 H166-0R Name: 1 .4.7 t tW 4 6 N Address: z- x 2 611- Cit T(, A T L 15 State )'Zip 3723 "Phone ' ' Oy ' ,. --I "' E -Mail or Fax # (Optional) Contractor Information: Company Name: d$ � . A /L.r 7 "s ,ru L Quali fying Agent: 1/u f J�r --`t' kddress: "�i (25//, A Si A re 4.4 die G■ City cf X State /L Zip ' 'LZ z_S )ffice Phone 9vy ` 3 3 i -Z f2) Job Site/ Contact Number .1 , Fax # ‘9P V zze) - . State Certification/Registration # .C.1____,/ 3 1/...<% 1 / / •• .. Architect Name & Phone # / ' I ; kJ a A/ 1 1 ; 1 1 1 ► i ' _ ■ 1 • Engineer's Name & Phone # ' I u n 0 ATLANTIC BEACH 1 Fee Simple Title Holder Name and Address - I _ _ _ e • lig •..e e ll e ' '... '4 ■"� g 3onding Company Name and Address I : • , , r 1lli1 Vlortgage Lender Name and Address --- 1 •. REVIEWED BY: L DATE: �° - /� I 1 application is hereby made to obtain a permit to do the work and instal , : • _ • • . - • •. y,:.: ,f • . • . • /•TI. • • ,, e r plC ssuance of a permit and that all work will be performed to meet the star?, ar •i o • " • - • , — • • .' -- -- • "` • — r- p 4 u % I znd void if work is not commenced within six (6) months, or if construction or work is sus ended or abandoned for a period of six 6) months • ;, e i vork is commenced I understand that separate permits must be secured for Electrical 'York, Plumb Signs, Wells, Pools, F urnaces, B i'•r , ranks and Air Conditioners, etc. I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF tj .. . COMIVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE ■ 1: . -S ' TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. hereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this vpe of work will be complied with whether speci ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the rovisions of any other federal, state, or local law regulating construction or the performance of construction. >i ature of Owner � �� ��� Si of Contractor 'riot Name i e n 1C en-1 , Name c ( ! freeei . >wo id subs abed bbf + me Sword,t d subscri.-d befor- ./ his , . of Ji ., 20 thi % ` Day of 4 2 //' r,.."2.4tgliw. d+ ary Public DE H A• w Hl ot p , i * �� .: MY COMMISSION 1t DD 634126 "' EXPIRES: May 21, 2011 ,Y �' ' 'v'. MY COMMISSION # DD 634126 . - � `s + = Bonded Thro Not 1 ss. EXPIRES: May 21, 2011 ?� ____ -_ ` r a' t + 6.10 �• 6' B onded Thro Notary Public Unde wr tars I/ • r MAP SHOWING BOUNDARY SURVEY OF LOT 1, ACCORDING TO THE PLAT OF 5ELV/ Mk;1NA UNIT NO 112 - AS RECORDED IN PLAT BOOK 36 , PAGE(S) 76 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KATHLEEN ALLEN, EDWIN HICKS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, AND KEITH WATSON TITLE SERVICES, INC. 19th STREET 3 S. R/W LINE R,,,, ? S O O U H: • D_ O_ I LOT 2 I 0 o N 8918'55" E, 120.25'(M) i P.C. UT o ° ' ' ; ., N 89'35'07" E , 120 ❑ 85.0'(R)- O __j , 44.8 1/2" IP s J 1/2 IP I .mil J. N I - / { ^ , 32.0' O ,1 \ 30.3' G <S T W w z Q v Z k, 4. 4 - o r ( 0 9.8' 2.2' ro : v ~ i O Z J ) ITT z LTI J P DIRT I- -0.2' ._I --I r -- m Lo 1--- c 04 ° 2 -STORY O y co ° U1 ^ CA P a w w o. 4'd u1 z O LA ay. F RAMEv J V j o 0 W F O ui N ^? o m RESIDENCE O g N w w o D le b N J En NO. 1882 1.9 "" e P ',,' w J Z * LOT 1 ' 31.9' u� 11.9' o i0 LA Z /' O 2.HIV' oc O. <. D. 31.9 N CV Z lyr OC 6. 0' v3 O . O Z 0 Oft I O Q Z O 2nd STORY - I - 1st STORY \ °' a W rn WOOD DECK L _ WOOD DECK p DI RT • , .a : CI d4.. 4 U7 m h/ • A i O -' h•, d CONC DRIVE'. cn . d Z 4 21 " 0 0 0 I CONC 0 v. . • 0 A/C PAD 22.3' 1 `�i 0.5'x1.1'x1.1' • • o r WOOD COLUMN _ d' O N P.R.C., 4 "x4" 00 . 0 PLS 2117 c4 a v 3/4" IP • - ❑- p _ p _p_p- p- .- .p- p -❑-- 52.7' 1/2" IP °01 S 89'35'07" W , 0 112.67'(R) DURDEN, 1048 . 67'(R) 0.8'W & 0.5'S O i S 89'28'00" W, ° 112.37'(M) 20 10 0 20 w 0 LOT 28, SELVA MARINA UNIT NO. 12 -C REPLAT SCALE IN FEET CROSS REFERENCE JOB NO. 24310 PLAT BOOK 37 PAGE 29 1" = 20' FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" = AREAS OF 0.27E ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE MATH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR NTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. � E O 'Q S, 1. BEARINGS ARE BASED ON GENERAL O O 36. PLAT BOOK 36, PAGE 76, 2. STRUCTURE NO. 1882 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS o BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. -1._ -DATED 04/1)/1989 A SSOCIATED SURVEYORS INC. 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, W / LAND & ENGINEERING SURVEYS PIPES AND UTIUTIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND /OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT j 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. A j IV. JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC / 904- 771 -6468 . .- RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, O COVENANTS, B.R.L.'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O d CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND /A?1- REVIATIOPIS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. = POINT OF CURVE CH = CHORD STANDARDS FOR LAND SUR - YING PURSUANT TO CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY (R) = RECORD 61 G17 - : FLORIDA LAND, CO '/E, APTER 472, F.S. • FO UND IRON PIN OR PIPE (IP) - ' ou ( M ) = OVER HEAD UIIU1IES MEASURED ' / ' At / / c • FOUND CONCRETE MONUMENT (C.M.) CONC. = FIRE HYDRANT = CONCRETE (C) = COMPUTED DATA / X = CROSS CUT OR DRILL HOLE A \C =AIR CONDITIONER R. = RADIUS B / I O.R.B.= OFFICIAL RECORD BOOK L = ARC LENGTH CH' `L B. HATC. ER FLORIDA < RTIFICATE NO. 3771 O.R.V.= OFFICIAL RECORD VOLUME Cal = WATER TE NT METER � = PHONE RISER P.R.M =PERMANENT REFERENCE MONUMENT X -X CHAIN LINK FENCE R/W = RIGHT OF WAY CHARLES L. STARLING: FLORID • CERTIFICATE NO. 4579 B.R.L.= BUILDING RESTRICTION LINE W -W WIRE FENCE B.T.= BUILDING 11E RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 E.T. = ELECTRIC TRANSFORMER & PAD W W WOOD FENCE `.8.= UTILITY POLE J.E.A. = JACKSONVILLE ELECTRIC AUTHORITY -s= GUY ANCHOR JOB NO. 57422 1 DATE 03 - 22 - 2010 C & R = COVENANTS & RESTRICTIONS 'I -I- IRON FENCE P.C.C. = POINT OF COMPOUND CURVE BIN. = BETWEEN COVD = COVERED SCALE: 1" = 20' DRAFTER T.V. ZEFF / CL S P.R.C. = POINT OF REVERSE CURVE (E.T.) = EAVE 11E E.B.= ELECTRIC BOX NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road Home Owner: ) if Gt / � Name Street ddress Lg /VT ( 30-t- , 7 3 zz3 T City. State and Zip Code Contractor: ( Permit Number 1/ ittn l�J As the Contractor for the proposed new structure located at the above address, I have personally viewed with the above named home owner those portions -ofthe existing structure on which portions of the proposed new structure are to be attached for structural support. I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure, and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that, in my best judgment based on experience and knowledge of structural adequacy, the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By signing below, I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work, and further that I will not initiate, execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers /owners of this property may be made aware of the status of work performed on this structure. Signedir lea.Cetete � %-' Date / / / 1/ 74— Before me this /1 day of 90(/ In the County of Duval, State of Fl da, has personally appeared tty 4 e A /Prn h e 74le/ A & "v 4-telei herein by himself/herself and Affirms all statements and declarations herein are true and accurate. 4,! ) / l � . rs , DEBORAH A. WHITE CG" . YCOMMISSION DD 634126 I-Fotary Public ,s Large, State of • , County of , �� �:. EXPIRES: May 2i, 2011 ID Type ,ti ersonall Town � uc € d �d nt➢f catlt ov F y. %•` =d Thru Notary Public Underwriters ' M ` _ l'4 1)1- A--4Y?) A--4Y?) 7 30 F: building /affidavit for attaching a new structure to an existing structure.docx 7/21/09 SUNROOM, SCREEN ENCLOSURE, AND /OR SCREEN ROOM AFFIDAVIT CITY OF ATLANTIC BEACH Z c. j C -- e- "97 /'-/-/7 f2 3Z239ERMIT # / JOB ADDRESS: / L- INSPECTION REQUEST PHONE LINE (904)247 -5826 The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should any form of temperature control system be added to a Category I, II, or III Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall become non - compliant and must comply fully with all of the requirements for habitable /conditioned spaces as mandated by the Florida Building Code, The Florida Model Energy Code and State Statutes. Screen Room, Sunroom and Screen Enclosure Requirements Category I II III IV V Habitable Space No No No Yes Yes Foundation Walls <200pIf can Walls <200plf can Walls <200plf can Walls <200pIf can have Walls <200plf can have have 8 "Wx12 "D ftg have 8 "Wx12 "D ftg have 8 "Wx12 "D ftg 3 "Wx12 "D ftg 8 "Wx12 "D ftg or 3 -1/2" slab if no or 3 -1/2" slab if no or 3 -1/2" slab if no concentrated Load concentrated load concentrated load >7501b >7501b >7501b Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required Required Required Outlets Emergency EscapeEgress from exist. Egress and Exit must Egress and Exit must Egress and Exit must Egress and Exit must Openings structure allowed if meet code meet code. Other meet code. Other meet code. Other open to atmosphere or resistance - esistance requirements resistance requirements considered screen requirements for For forced entry, air for forced entry, air enclosure and has forced entry, air eakage and water leakage and water screen door leading leakage and water c enetration also apply. penetration also apply. away from residence. penetration also apply. Misc. Window and Host structure Removable windows Removable windows Host structure windows Host structure windows Door Requirements windows /doors shall allowed in sunroom. allowed in sunroom. 3i doors shall not be & doors may be not be removed. Host structure Host structure - emoved. removed. windows /doors shall windows /doors shall not be removed. not be removed. Wind Borne Debris Not Required Not Required Not Required Required Required Opening Protection Energy Sheets Not Required Not Required Not Required Required Required I hereby acknowledge that I have read and understand all the above on this Day of Home Owner's Signature Print Name STATE OF FLORIDA, COUNTY OF DUVAL: The foregoing instrument was acknowledged before me this day of -__ ___ , 20 , by herein by himself/herself and affirms all statements and declarations herein are true and accurate. NOTARY PUBLIC, STATE OF FLORIDA Print Name: ❑ Personally Known/0 Identification: 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 PHONE (904) 247 -5826 FAX (904) 247 -5845 REVISED 1 -20 -10 J ' R r rr - • 8 - 8 / s Sp N 2't 3 Or, -,b XI us � Q • N Z .o m \ to x ' `` I ^' .t.,,, "\ 2x 7 I i ; -1 • r SNAP `ti I 1 , -1 ` 1 1 J` \ . . 1. Z .Y ..... >\ ' -II `r zxs caw, t v. it .t . -i o r Z N a a m z -- �` n c - L o x «ti 1 O \ :: :24: , 2) 2 Z, c: �� \ \ ' . 't`1 N • 1 1 .03 `1 \ , o N XI STI TI �{h Has - r a N ' L • AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Jobsite Information Worksheet: Site Address: l ' ? l-Y 1. <__'c o F< _'' f--t t\11; N t l E i 1 , 22 Existing Host Structure is Constructed Using: ?<Frame CMU Brick Other (Provide Description) New Structure is Attaching to: Eave Perimeter Wall Other (Provide Description) Eave Projection (if applicable) and Height of Attachment: Eave Projection I (o (in) Height of Attachment ` (ft) Foundation Type: 4" nominal Slab Monolithic Footing 8" CMU Wall Raised Slab Ribbon Footing ) Engineered Lumber Deck Other (Provide Description) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 1 /Screen Enclosure Checklist AAF Guide as Refereced by: F.B.C. 2002.4.1 & Homeowner: ka �i t, a At-t4 r4 Designer: Vi "c ii% , A F.R.C. R301.2.1.1.1 Site Address: 4 'Z f.L 4 c kr `( LA Wind Zone: '2 o ri h Exposure: jB ( C Builder: r ` A tr ,r 1' '; (-Toc; Date: y - 10 Overall Dimensions: Length: k O (ft) Width . 0 (ft) Structure is attaching to: Host Wall Eave Height @ Attachment ? (ft) Projection of Eave: I . (ft) Wall Height: 7 (ft) Overall Height 9 (ft) Roof Style/Confrgurat on: G (Beam Design may Vary) Beam Design (Check Appropriate) : Flat lansard0Gable[]ShedF1 (Table 101) A) Select Primary Screen Roof Members ( Table l 0 i , Page 1 - 4 ) Beam Span: (ft) Spaced @ r� - {,' (ft): Select: 2" X ~f` B) Select Primary Screen Wall Members (Columns Supporting Beams): (Table 102 c p. 1- -.2_1 Post/Column Span: = �' (ft) (Spacing per Item A); Select" 2" X 2 C) Select Non - Bearing Screen Wall Members : (Table 102 c- , p. 1- L i ) Post/Column Span: 3 f- 6 " (ft) Spaced @ s ' - ©' (ft); Select: 2" X 0 Cl n c2 n wiararamarpoitsiareasismaso E) Girt (Wall Horizontals): Table 104 is Page 1 -77 1) Load Width /Spacing: �-� ` • Span: y - `l " Select: ; Select: 2) Load Width /Spacing: ; Span: ; Select: (in) G) Purlins: Flat Ej Sloping (aft) 0 Sloping (oft) ri (Table 103 — , p.1- L( ) Purlins (Flat) Span: = ", (Ft) Spaced @ L ' -- `/ (ft); Select 2" X Z. DJif'rin lC►{Atunri\ 'CLn• _.ICF�.Cw�....d /.i. /ihi r_ 1 SCREEN ENCLOSURES : 1" X 2" OB 0 PERIMETER \ \ \ NOTE #1: USE 1 ,4 "0 X 3" LONG LAGS INTO WOOD HOST \ AND 14 "0 X 2 LONG CONCRETE SCREWS INTO .` \ CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" 0.C. AND WITHIN 6" OF EACH • PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 2 - #8 X 1/2" \\ LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP F,`' \ j & BOTTOM) \ °,...' \\ - , i HOST STRUCTURE . ° 44 ° ELEMENTS4 - • � . 4 4 ° 4 ' 4 . 4 4 ° a 4 ° 4 4 ° 4 4 • 4 A CONNECTION WITH EXPOSED FASTENERS r 1" X 2" OB 0 PERIMETER '\ `,, \ ) REFER TO NOTE #1 - THIS SHEET k 1 - 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 \ \ OB INTO SCREW SPLINE OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) \ REFER TO NOTE #1 - THIS SHEET A \ \ , --is- _-...±1 4 . HOST STRUCTURE v .' • 'a 14 • 4 LEMENTS4 • . . 4 4 4 4 4 4 d 4 4 4 4 4 4 4 4 A CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS 0 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S. Monsoau, P.E. (FL # 11956) v - L• CHAPTER: 3165 McCrory Place, Suite 185 5fruciurd Dc ' iqn Orlando, Florida 32803 2100 W. 711h STREET` S*NTE 311 info@taaof.Org PAGE: 20 OF: 56 1M1,EAH. FLORIDA 33016 . ` 4 OFFICE: (305) 822 -3141 FAX: (305) 822 -3161 VOICE: (407) 898 - 8287 FAX: (407) 894-7873 REVISION: March 25, 2002 SCREEN ENCLOSURES \\,‘ it, 1" X 2" OB 0 PERIMETER FASTEN PER NOTE #1 • •,. 2" X 2" HOLLOW HORIZONTAL \ . (GIRT). \. ,:1 0 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. ‘ . \ \•,„' � p 1 (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS N { 1" X 2" OB 0 PERIMETER . ...._ _ , FASTEN PER NOTE #1. 2" X 2" HOLLOW HORIZONTAL I (GIRT). \ NOTE #1: USE % ,4 "e X 3" LONG LAGS INTO WOOD HOST AND % "e X 2 LONG CONCRETE SCREWS INTO CONCRETE OR \. MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2" X 2" GIRT TO 1" X 2" CONNECTIONS C4 1 Q COPYRIGHT 2002 NOT TO SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCLATiON OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S. Montour, P.E. (FL # 11955) CHAPTER: 5fiuciuiaf Deign 3165 McCrory Place, Suite 185 Orlando, Florida 32803 2100 w. 76U1 S11r1 T, SURE 311 PAGE: 21 OF: 56 "ww,, 1 33015 info@aaof.org OFFICE: (305) 822 -3141 FAX: (305) 822 -3161 VOICE: (407) 898-8287 FAX: (407) 894 -7673 REVISION: March 25, 2002 SCREEN ENCLOSURES SIZE BEAM PER TABLE 101 COVER PLATE O IP O O 1 X 2" OPEN BACK FASTENED TO 2" X 2" WITH #10 S.M.S. 24" 0.C. (TYPICAL) LAP BEAM WEBS OVER ( COLUMN (PER TABLE 102) COLUMN AND FASTEN WITH #12 S.M.S. PER TABLE 108(12) (P.18); OR #14 S.M.S. PER TABLE 108(14) (BELOW) EAVE CONNECTION DETAIL 1 Number ofFasteners per side on Lap of Post/Beam Table 108(14) �n Post Spacinq(Feet) Beam Post 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 2 X 4 X 0.045 X 0.100 SMB 2X3 2 2 2 2 2 2 2 2 2 2X5X0.050X0.116SMB 2X3 2 2 2 2 2 3 3 3 3 2 X 6 X 0.050 X 0.120 SMB 2X3 2 2 2 3 3 3 3 3 3 2 X 7 X 0.055 X 0.120 SMB 2X4 2 2 3 3, 3 3 3 3 3 2 X 8 X 0.072 X 0.224 SMB 2X4 3 3 3 4 4 4 4 4 4 2 X 9 X 0.072 X 0.224 SMB 2X5 3 3 3 3 3 4 4 4 4 2 X 9 X 0.082 X 0.306 SMB 2X5 3 3 4 4 4 4 4 4 5 2 X10X0.092X0.389SMB 2X6 3 4 4 . 4 4 4 5 . 5 5 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S. Monaow, P.E. (FL 811956) CHAPTER. \* 3165 McCrory Place, Suite 185 5fructural Dei Orlando, Florida 32803 2100 W. )61n STREET. SufE 311 PAGE: 23 OF: 56 MMLEAH. Fiona. 33016 •'. . t infOQaaof.org OFFICE: (305) 822 -3141 FAX: (305) 822 -3161 VOICE: (407) 898 -8287 FAX: (407) 894 -7673 REVISION: March 25, 2002 SCREEN ENCLOSURES BEAM STITCH SCREWS 0 24" 0.C. 2" X 2" PURLIN (MAXIMUM TOP AND BOTTOM ( #10 SMS TYPICAL) I PURLIN SPACING 7' -0 ") = = = =_ = SCREEN ROOF BEAMS — SIZE i PER TABLE 101 / MAXIMUM 2 EACH (MIN.) #10 X 1 1/2" LONG SPACING 8' — d" O.C. S.M.S. (TYPICAL) INTO SCREW BOSSES. itl SECTION OF CONCEALED FASTENER CONNECTION 1 " X21 /8 "X.062 RECEIVING CHANNEL ALTERNATE CONNECTOR 1" X 1" X 1/16" ANGLES — 2" X 2" PURLIN (MAXIMUM 2" LONG BOTH SIDES PURLIN SPACING 7' -0 ") •r :F.7: ti (4) #8 S.M.S. INTO BEAM (2) #8 S.M.S. INTO — EACH SIDE (TYP) EACH SIDE OF PURLIN Cuse SCREEN ROOF BEAMS — SIZE PER TABLE 101 / MAXIMUM SPACING 8' — 0" 0.C. SECTION OF ANGLE OR CHANNEL CONNECTORS PURLIN TO BEAM CONNECTIONS 0 COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA. INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Rabat S. kfaneour, P.E. (FL tt 119ri) CHAPTER: ''• 3165 McCrory Place, Suite 185 5fruduia/ Deign Orlando, Florida 32803 2100 W. 764n STREET. SURE 311 PAGE: 26 OF: 5 56 mum. R0RWA 33016 iI1fO�aaof.Org '4 OFFICE: (305) 822-3141 FAX: (305) 822 -3161 VOICE: (407) 898 -8287 FAX: (407) 894 -7873 REVISION: March 25, 2002 SCREEN ENCLOSURES BEAM (SELECTED FROM TABLE 101) 1" X 5" X 1 /8" ANGLE 6" LONG AT EACH BEAM WITH 3 EACH Ls. 2" X 2" X 1 /8" ANGLE EACH SIDE 3/8" 0 X 2" LONG LAG SCREWS OF BEAM WITH 1 EACH #14 X 2" INTO FASCIA (PROVIDE LAG '''''... 3/4" S.M.S. TO GUTTER & 2 EACH #14 SCREWS ALONG GUTTER 0 24" S.M.S. INTO BEAM 0.C. BETWEEN ANGLES /BEAMS) \ \ \ 3 EACH #12 X 3/8" 0 LAG SCREWS 2" \ 3/4" S.M.S. LONG (3 THRU 1 "X 5" \ klA''\ANGLE AND 0 24" O.C.) ' li T -,,, \ 0 � � � � � #14 S.M.S. 2" LONG EACH SIDE OF BEAM 2 \ o 11 r AND 24" 0.C. 2" X 2" X 1 /8" ANGLE O .�1) rwn uuuu�l,;r � EACH SIDE OF EACH., ) err _ YI BEAM WITH 2 EACH #14 \ o `�, X 3/4" S.M.S. INTO BEAM = - - -- - - \-NOMINAL 2" FASCIA 3/8" 0 LAG SCREW X 8" BEAMS (MAY BE SLOPING OR LONG W/ FERRELL* - 1 LAG HORIZONTAL) EACH SIDE OF EACH BEAM THRU ANGLE (LAG SCREWS MAY BE ANGLED TO ACCOMODATE FASCIA) 5" SUPER GUTTER CONNECTION DETAIL #1 / 5" SUPER GUTTER TO PLUMB FASCIA *NOTE: FERRELL MAY BE 1" X 1" EXTRUDED PICKET MATERIAL, 1" 0 ALUMINUM TUBE, OR 1" 0 SCHEDULE 40 PVC PIPE 0 COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER&HSSION OF ALUMINUM ASSOCIATION OF RORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA 1 Roberts. Monsa r. P.E. (FL *11955) ":"= \ 3165 McCrory Place, Suite 185 CHAPTER: 5 /ruc/uraf Dccign `: Orlando, Florida 32803 2100 W. 7 STMT. SU11E 311 Z PAGE: 27 OF: 56 wiz" naaa 37ous info(�aaof.org OFFICE: (305) 822-3141 FAX: (305) 822-3161 VOICE: (407) 898-8287 FAX: (407) 894 -7673 REVISION: March 25, 2002 SCREEN ENCLOSURES 2" X 2 "PURLIN MAY BE SLOPING OR HORIZTONAL COVER PLATE / II i� • j 2 EACH #10 SMS X 4" LONG THRU EAVE RAIL 2X2 END WALL COLUMN SELECT INTO SLOPING PURLIN PER TABLE 102 SCREW SPLINES END WALL PURLIN CONNECTION DETAIL #3 2" X 2" PURLIN MAY BE SLOPING OR HORIZONTAL COVER PLATE END WALL COLUMN SELECT 2" X 2" X 1/8" ANGLE PER TABLE 102 1 WITH 2 110 S.M.S. IN EACH LEG. END WALL PURLIN CONNECTION DETAIL #4 2" X 2" X 1/8" ANGLE W/ 114 S.M.S. AND 1/4" X 3" ANCHORS (TYPICAL) MICE 1 2" X 2" HOLLOW AND 1" X 2" OB (OPEN BACK) EXTERIOR CORNER DETAIL (PLAN VIEW) 0 COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S. Honour. P.E. (FL B 11855) , " CHAPTER: 5frucfura/ De ; U 3165 McCrory Place, Suite 185 2100 W. 7616 STREET, ANTE 311 Orlando, Florida 32803 56 Hw.EAH. FLORIDA 33016 „- (nfOOtaa0f.In PAGE: 35 OF: • W = • OFFICE: (305) 822-3141 FAX: (305) 822 3161 VOICE: (407) 898 -8287 FAX: (407) 894-7673 REVISION: March 25, 2002 SCREEN ENCLOSURES ALLOWABLE SPANS for Primary Members In Screen Roofs (Beams) � ) Table 101 (Lateral Support @ 7 ft o.c.) + FOR ALL Wind Zones (Table applies to both Exposure Band C) Unit Load = Design Pressure = 10 Ibs /sgft Beam Spacing / Load Width Self- Mating Beams 4' -0" 4' -6" 5' 0" 5' -6" 6' -0" 6' -6" 7' -0" 7' -6" 8' -O" 2 X4 X 0.045 X 0.100 STUB 16' -1" 15' -5" 14' -11" 14' -5" 14' -1" 13' -8" 13' -3" 12' -10" 12' -5" 2 X 5 X 0.050 X 0.116 SMB 19' -9" 18' -11" 18' -4" 17' -9" 17' -2" 16-6" 15' -10" 15'-4" 14' -10" 2 X 6 X 0.050 X 0.120 SMB ; 22' -5" 21' -1" 20' -0" 19' -1" 18' -3" 17' -7" 16' -11" 16'-4" 15' -10" 2 X 7 X 0.055 X 0.120 SMB ! 24' -1" 22' -8" 21' -6" 20' -6" 19' -8" 18' -11" 18' -2" 17' -7" 17' -0" 2 X 8 X 0.072 X 0.224 SMB 33' -1" 31' -10" 30' -4" 28' -11" 27' -8" 26' -7" 25' -8" 24' -9" 23' -11" 2 X 9 X 0.072 X 0.224 SMB 34' -7" 32' -7" 30' -11" 29' -6" 28' -2" 2T -1" 26' -1" 25' -3" 24' -5" 2 X 9 X 0.082 X 0.306 SMB 38' -11" 37' -5" 36' -2" 35' -0" 33' -8" 32-4" 31' -2" 30' -1" 29' -2" 2 X 10 X (1092 X 0.389 SMB 45' -7" _ 43' -10" 42-4" 41-0" _ 39' -10" _ 38' -9" 37' -9" 36' -5" 35' -3" (Spans shown above are clew spans, from inside face of post to inside face of post or gutter) Note: for screen roofs using hoflow extrusions, use Purlin or Girt span table, for Snap Extrusions or 2X4 Snap or Hollow, use Table 102a below. ALLOWABLE SPANS - Secondary Members In Screen Roofs Table 103 (Putlins in Screen Roofs) FOR ALL Mind Zones (Maximum Beam Spacing 8 ft) Unit Load =10 Ibs/sgft Load Width / Spacing Extrusion { 4'-0" 4'-6" 5' -0" 5-6" 6'-0" 6 7'-0" 2X2X045 Hollow g-6" 9' -1" 8' -10" 8'-6" 8' -3" 8' -1" 7 -10" 2)C3X045I-bik)w 12' -7" 12 - 11'-8" 11' -2" 10 10' -3" 9' -11" 2X4x0501-blbw 16'-6" 15'-11" 15-4" 14' -9" 14' -2" 13' -7" 13' -1" ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 102a Wind Zone = 100 MPH Applied Unit Load = 10 PSF Exposure B _ Load Widths or Spacing Post / Column , 4' -0" 4' -6" 5' -0" 5'-6" 6' -0" 6'-6" 7' -0" 7' -6" 8' -0" 2 X 2 X 0.045 X 0.045 HoflovV 7' -10" 7' -5" 7'-0" 6' -8" 6' -5" 6' -2" 5' -11" 5' -9" 5' -7" 2 X 3 X 0.045 X 0.045 Holoov 10' -3" 9' -8" 9' -2" 8' -9" 8'-4" 8' -O" 7' -9" 7' -6" 7' -3" 2 X 3 X 0.045 X 0.045 Snap, 11' -2" 10' -7" 10' -0" 9' -7" 9' -2" 8' -9" 8' -6" 8' -2" 7' -11" 2 X 4 X 0.050 X 0.050 HolloW 12-8" 11' -11" 11'-4" 10' -10" 10'-4" 9' -11" 9' -7" 9' -3" 8' -11" 2 X 4 X 0.045 X 0.045 Snap, 13' -9" 12' -11" 12'-4" 11' -9" 11' -3" 10' -9" 10' -5" 10' -0" 9' -9" 2 X 4 X 0.045 X 0.100 SMB + 15' -11" 15' -1" 14'-4" 13' -8" 13' -1" 12'-6" 12' -1" 11'-8" 11'-4" 2 X 5 X 0.050 X 0.116 SMB 18' -9" 17'-8" 16-9" 16' -0" 15'-4" 14` -9" 14' -2" 13' -8" 13' -3" 2 X 6 X 0.050 X 0.120 S MB 19' -3" 18' -2" 17' -3" 16' -5" 15' -9" 15'-1" 14' -7" 14'-1" 13' -7" 2 X 7 X 0.055 X 0.120 SMB 20' -11" 19' -9" 18'-8" 17' -10" 17' -1" 16' -5" 15' -10" 15' -3" 14' -9" 2 X 8 X 0.072 X 0.224 SMB 31' -7" 29' -10" 28' -3" 26' -11" 25' -10" 24' -10" 23' -11" 23' -1" 22'-4" ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INfC. ALUMINUM ASSOCIATION OF FLORIDA Hoban s. Monsour, P.E. (FL 1111956) CHAPTER: Sfiucfura/ 3165 McCrory Place, Suite 185 2100 w. 766h STREET, S1 t 311 Orlando, Florida 32803 HEAH. RORIDA 330,6 info@aaof.org PAGE: 48 OF: 56 w OFFICE: (305) 822 -3141 FAX: (305)822-3161 4 ' VOICE: (407) 898 -8287 FAX: (407) 894 -7673 REVISION: March 25, 2002 SCREEN ENCLOSURES ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 102b Wind Zone = 110 MPH Applied Unit Load = 11 PSF Exposure B Load Widths or Spacing Post / Column 4' -0" 4'-6" 5' -0" 5'-6" 6' -O" 6' -6" 7' -0" 7'-6" 8' -0" 2 X 2 X 0.045 X 0.045 Follow 7'-6" T -1" 6' -8" 6' -5" 6' -1" 5' -11" 5' -8" 5'-6" 5'-4" 2 X 3 X 0.045 X 0.045 Follow 9' -9" 9' -2" 8' -9" 8'-4" 7'-11" 7' -8" T -5" T -2" 6' -11" 2 X 3 X 0.045 X 0.045 Snap 10' -8" 10' -1" 9' -7" 9' -1" 8' -9" 8' -5" 8' -1" 7' -10" 7' -7" 2 X 4 X 0.050 X 0.050 Hollow 12' -1" 11' -5" 10' -10" 10'-4" 9' -11" 9' -6" 9' -2" 8' -10" 8' -7" 2 X 4 X 0.045 X 0.045 Snap 13' -1" 12'-4" 11' -9" 11-2" 10' -8" 10' -3" 9' -11" 9' -7" 9' -3" 2 X 4 X 0.045 X 0.100 SMB 15' -3" 14'-4" 13' -8" 12' -11" 12' -5" 11-11" 11' -6" 11' -2" 10' -9" 2 X 5 X 0.050 X 0.116 SMB 1T-11" 16' -10" 16' -0" 15' -3" 14' -7" 14' -0" 13' -6" 13' -1" 12-8" 2 X 6 X 0.050 X 0.120 SMB 18'-4" 17'-4" 16' -5" 15' -8" 14' -11" 14' -5" 13' -10" 13' -5" 1Z -11" 2 X 7 X 0.055 X 0.120 SMB 19' -11" 18' -10" 1 T -10" 1 T -0" 16' -3" 15' -8" 15' -1" 14' -7" 14' -1" 2 X 8 X 0.072 X 0.224 SMB 30' -2" 28' -5" _ 26' -11 "_ 25' -9" 24' -7" 23' -8" 22' -9" 22' -0" , 21'-4" ALLOWABLE SPANS for Primary Members In Screen Walls ( Posts/Columns) Table 102c Wind Zone = 120 MPH Applied Unit Load = 14 PSF Exposure B Load Widths or Spacing Post / Column 4' -0" 4'-6" 5' -0" 5'-6" 6' -0" 6'-6" 7' -0" 7' -6" 8' -0" 2 X 2 X 0.045 X 0.045 Hollow, 6'-8" 6' -3" 5' -11" 5'-8" 5' -5" 5' -2" 5-0" 4' -10" 4'-8" 2 X 3 X 0.045 X 0.045 Hollow 8' -8" 8' -2" T -9" 7' -5" 7' -1" 6' -9" 6' -6" 6'-4" 6' -1" 2 X 3 X 0.045 X 0.045 Snap 9'-6" 8' -11" 8'-6" 8' -1" T -9" 7' -5" 7'-2" 6' -11" 6' -8" 2 X 4 X 0.050 X 0.050 Hollow 10' -9" 10' -1" 9' -7" 9' -2" 8' -9" 8' -5" 8' -1" T -10" 7' -7" 2 X 4 X 0.045 X 0.045 Snap 11' -7" 10' -11" 10' -5" 9' -11" 9'-6" 9' -1" 8' -9" 8'-6" 8' -3" 2 X 4 X 0.045 X 0.100 SMB 13'-6" 12' -9" 12' -1" 11'-6" 11' -0" 10' -7" 10' -3" 9' -10" 9' -7" 2 X 5 X 0.050 X 0.116 SMB 15' -10" 14' -11" 14' -2" 13' -6" 17-11" 17-5" 11' -11" 11-7" 11' -3" 2 X 6 X 0.050 X 0.120 SMB 16' -3" 15'-4" 14' -7" 13' -10" 13' -3" 12' -9" 12'-4" 11-11" 11'-6" 2 X 7 X 0.055 X 0.120 SIVB 17'-8" 16' -8" 15'-10 14' -5" 13' -10" 13'-4" 1Z -11" 12'-6" 2 X 8 X 0.072 X 0.224 SMB _ 26' -9" 25' -2" 23' -11 " 22' -9" 21-10" 20'-11"_ 20' -2" 19'-6" 18' -11" ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Table 102d Wind Zone = 130 MPH Applied Unit Load = 16 PSF Exposure 8 Load Widths or S pacing Post / Column 4' -0" 4'-6" 5' -0" 5'-6" 6' -0" 6'-6" 7' -0" 7'-6" 8' -0" 2 X 2 X 0.045 X 0.045 Hollow 6' -3" 5' -10" 5' -T' 5'-4" 5' -1" 4' -10" 4' -8" 4' -6" 4' -5" 2 X 3 X 0.045 X 0.045 Hollow 8' -1" T -8" T -3" 6' -11" 6' -7" 6'-4" 6' -1" 5' -11" 5' -9" 2 X 3 X 0.045 X 0.045 Snap 8' -10" 8'-4" 7' -11" T -7" 7'-3" 6' -11" 6'-8" 6'-6" 6' -3" 2 X 4 X 0.050 X 0.050 Follow 10' 4" 9'-6" 8' -11" 8' -T 8' -2" 7-10" T -7" 7'4" 7' -1" 2 X 4 X 0.045 X 0.045 Snap 10' -10" 10' -3" 9' -9" 9' -3" 8' -10" 8'-6" 8' -3" 7-11" 7-8" 2 X 4 X 0.045 X 0.100 SMB 12'-8" 11' -11" 11'-4" 10' -9" 10'-4" 9' -11" 9' -7" 9' -3" 8' -11" 2 X5 X0.050 X 0.116 SMB 14' -10" 13' -11" 13' -3" 12'-8" 12' -1" 11'-8" 11' -3" 10' -10" 10'-6" 2 X 6 X 0.050 X 0.120 SMB 15' -3" 14'-4" 13' -7" 12' -11" 12' -5" 11' -11" 11'-6" 11' -1" 10' -9" 2 X 7 X 0.055 X 0.120 SMB 16'-6" 15' -7" 14' -9" 14' -1" 13'-6" 12' -11" 12'-6" 12' -1" 11' -8" 2 X 8 X 0.072 X 0.224 SMB 24' -11" 23' -7" 22'-4" 21'-4" , 20' -5" 19' -• 18' -11" 18' -3" 17' -8" ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA, INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA 1 Roberts. Mona t. P.E. ( F L s 11955) . ,.,, CHAPTER: 5 /iuc/u�a/ De ;' w 3165 McCrory Place, Suite 185 vow w. 70t�, STREET, SUITE 311 Orlando Florida 32803 o @aaof.org r a AGE: 49 OF: 5$ w. FLORIDA FLORIDA s�ote • inf OFFICE: (305) 822 -3141 FAX: (305) 822 - 3161 , _ VOICE: (407) 898 -8287 FAX: (407)894 -7873 REVISION: March 25, 2002 SCREEN ENCLOSURES ALLO IVABLE SPANS for Secondary Screen Wall Members Table 104 (Girts it) Screen Walls) FOR 100 MPH Wind Zone Table 104a (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 10 Ibs /sgft Load Width / Spacing xtrusion 4'-0" 4'-6" 5'-0" 5'-6" 6' -0" 6' -6" 7 -0" .045 Hollow 9'-6" 9' -1" 8' -10" 8' -6" 8' -3" 8' -1" 7' -10" 045 Hollow 17 -7" 17 -2" 11' -8" 11' -2" 10' -8" 10' -3" 9' -11" 2X4 0.045 Hollow 15' -11" 15' -1" - 14' -3" 13' -8" 13' -1" 12'-6" 17 -1" 4 (Girts in Screen Walls) FOR 110 MPH Wind Zone Table 104b (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 11 Ibs /sgft Load Width / Spacing Extrusion 4' -0" 4'-6" 5' -0" 5' -6" 6' -0" 6' -6" 7' -0" 2X7X045 Hollow 9' -2" 8' -10" 8' -6" 8' -3" 8'-O" T -10" 7 -7" 2X3X.045 Hollow 17 -3" 11 -9" 11' -2" 10' -7" 10' -2" 9 -9" 9 -5" 2X4X0.045 Hollow _ 15' -3" 14'-4" - 13' -8" - 17 -11" 12-5" 11' -11" 11' -6" (Girts in Screen Walls) FOR 120 MPH VlWind Zone Table 104c (MaxiMum Vertical Spacing 7 ft o.c.) Unit Load = 14 Ibs /sqft Load Width / Spacing xtrusion 4'-0" 4'-6" 5' -O" 5' -6" - 6'-0" 2X2 .045 Hollow 8'-6" 1 N I f1 1 11 8 -2 7 -10 7 -7 7 -4 7-1" 6'-6" 6 I ! p 1 " If 2X35.045 Hollow 11' -0" 10' -5" 9 -11" 9' -5" 9'-0" 8' -8" 8'-4" 2X4r.045 Hollow 13'-6" - 12' -9" 12' -1" 11' -6" 11' -0" 10' -7" 10' -2" (Girts i l Screen Walls) FOR 130 MPH Vlltnd Zone Table 104d Maxi 'um Vertical S•acin• 7 ft o.c. Unit Load = 16 Ibs /s.ft ■ Load Width Q / Slacin• _ xtrusion 4' -O" 4'-6" 5' -0" 5'-6" 1 O N 6 -0 6'-6" 7' -0" OM 045 Hollow 8' -1" 7' -9" T-6" 7'-2" 6' -10" 6' -7 6'-4" 11111M7 ■ • . 10'-4" 9' -9" 9' -3" 8' -10" 8' -5" 8' -1" 7' -10" 2X4 •.045 Hollow 12-8" 11' -11" 11'-4" 10' -9" 10'-4" 9' -11" 9' -7" (Girts it,1 Screen Walls) FOR 140 MPH Wind Zone Table 104e Maximtim Vertical Spacing 7 ft o.c) Unit Load = 18 lbs /s Load Width / Spacing xtrusion 4' -O" 4'-6" 5' -0" 5'-6" 6' -0" 6' -6" 7' -0" 045 Hollow 7 -9" 7-6" 7 -1" 6' -9" 6-6" 6' -3" 5' -11" 045 Hollow 9' -g" 9' -2" 8' -9" 8'-4" 7' -11" 7 -8" 7-4" 2X4$0.045 Hollow 11' -11" 11` -3" 10'-8" 10' -2" 9' -9" 9' -4" 9' -0" (Girts iih Screen Walls) FOR 150 MPH Wind Zone Table 104f (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 21 Ibs /sqft Load Width / Spacing 2x2i xtrusion 4'-0" 4'-6" 5' -0" 5' -6" 6' -0" 6'-6" 7 -0" 045 Hollow 7-6" 7' -1" 6' -g" 6' -5" 6 -2" 5' -11" 5' -8" 2X3 045 Hollow 9' -3" 8' -9" 8' -3" 7 -11" 7 -7" 7 -3" 6' -11" 2X4X0.045 Hollow - 11'-4" 10'-8" 10' -1" 9'-8" 9' -3" 8' -10" 8' -6" For Exposure C, multiply tabular value by .82 © COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF ALUMINUM ASSOCIATION OF FLORIDA. INC. RAMMS ENGINEERING, INC. ALUMINUM ASSOCIATION OF FLORIDA Robert S. Monsour. P.E. (FL N 11955) CHAPTER: Strucfura/ De *in - 3165 McCrory Place, Suite 165 2100 w. nth STREET. 311 Orlando, Florida 32803 `e/LE"" T �" 1 a info(�aaof.org PAGE: 51 OF: 56 't• • OFFICE: (305) 822 -3141 SAX: (305) 822 -3181 VOICE: (407) 8988287 FAX: (407) 894 -7873 REVISION: March 25, 2002 ,sY L'.*,, City of Atlantic Beach APPLICATION NUMBER ii '� Building Department ° - (ro b e assig by the Building D`e 1 Lr _ 800 Seminole Road { 4 �r :M r= "�s • OS } 'ri : e Atlantic Beach, Florida 32233-544 A/ - .. ' z� t Y Phone (904) 247 -5826 • Fax (90- 247 -5845 ��r t f < �- 444:41,W,40-T4:37:444' ..oii 9 r E -mail: building- dept @coab.us • �''; li ,Date routed r 1 t ''n rt* City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: , tff2 ,)(lea y /i'a/. D:r ent review re. uired Yes No /� / I Applicant: e0 / /c,L. ►ie. — � •. �� ree Administrator Project: c2/) ri //Doe a e-/e- ! Public Works'_IIII e. - 7 t J11 Public Safety Fire Services -- at Review feet$ ::. R. : A!..04 ;cep k_ , char-# :W ,i '".ew* „ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed b : Date: /� — TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P c ORKS Comments: ...0.-earP-,= / / PUBLIC S • TY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05(14109 S+ Lip City of Atlantic Beach " PLlCATLON N UMB E R l 4 , 1 ,,,,,.. -r rt = FE ',.I� 7" d- r*1� � �I F L.- ,4r ', n Building Department (ro be assigned 6y the Butldmg. Department ) , P 800 Seminole Road pi� i = E J �r ,. l `.� „ ££. r r� , 4 Atlantic Beach, Florida 32233 -544 :? >• i R �' £` i' . - Phone (904) 247 -5826 • Fax (904) 2 -5 � 1 / i ` tr n� m4 4 ,-;'; �'� �^ *-F --��t 9 .' ' E -mail: building- dept @coab.us , Date routed .3ii te City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /f f f . 1-A(. ef trilE D • - • ent review required Yes No _ _ Applicant: ( :3'% /�L eirni Aer -S • ree Administrator Project: r /7 0 b e,� , -ublic Works /ice (' •ublic Utilitie 0h .5-z Zf� Public Safety Fire Services .. ,..c��ar : ns+r a b p;: art r . h" r a i3 m-., � Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ['Denied. (Circle one.) Comments: ) � BUILDING P. / (a..% j PLANNING & ZONING Reviewed by: Date: Y/6 TREE ADMIN. Second Review: (Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 s --L`rr City of Atlantic Beach APPLICATION NUMBER js 4' ". , Building Department (To be assigned by the Building Department ) 1v 800 Seminole Road f { Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 r, TTr { _a , G : a a SP Date ro d e u te , � City web- site: http://www.coab.us :. ,a _ts:... rF APPLICATION REVIEW AND TRACKING FORM Property Address: /f fz , i 6 €� � 17il . D� ent review re. uired No e fyii 1 � Buil ;r r_. Applicant: a L- �ra ►�.�.,..• -- �.... �� ree Administrator Project: /9 /lime C ,blic Works] Public Safety Fire Services _- . mac .rss .c43 �z* A zx �"'"" �a ":'�#.5.s r , c'°' t ;,- p Ra16 fee $Z41 ; , 1 ` :M ,. � DepISig aft re � ; UhMe Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: C BUILDING PLANNING & ZONING Reviewed by: Date: 9 -It TREE ADMIN. Second Review: approved as revised. ❑D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 05/14109 ,i,.LApi. City of Atlantic Beach _ PLICATION NUMBER y - assigned by the Buildin tt u.... p js ?, " Building Department (To be � g Department) �...» _ ; 800 Seminole Road � t ' F er a 73 *4 r A tlantic Beach, Florida 32233 -5445 F { �+r '7 ' r Phone (904) 247 -5826 • Fax (904) 247-5845 r€ routed .r � �' D a t e ;� 0 E -mail: building- dept @coab.us .. _... _._,. :_ . . City web -site: http: /lwww.coab.us APPLICATION REVIEW AND TRACKING FORM D ent review re' uired Yes No Property Address: /4,2 ��.°�6�C /�� - Applicant: � h / era E-S ree Administrator _- Project: f / c ��� ,K Works' - _ - . Oh Sit ' Public Safety Fire Services _- a ti .r Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ['Denied. (Circle one.) Comments: B • 'LANNING & ZONING Reviewed by: o� Date: 4 /11lzoti TREE ADMIN. Second Review: ['Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05114(09