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'. +.wL.wa.w::.:x�y t..� M yy.�yyw.4;4Mr ' "V .//:.w+ '.�.i.�;:i:v..t+".dY+•�w +.,ri:eLv t�u:..nn Mr..., ;:R.':i,'.m _ �•;'..; +L.,�'.4• ..r �+ ^�•'.�v+��C ;«w.. +eZrti:.:aitii�.'o ai"" "" .i4" ..v ++ es+%.`T�•`- t�nrtrr'- i- s•+wn:w+•, • .....i -- ... rr . ,. a:ww It. w:_ 1.�, f+t., iii. ;i; �� ••7 a ':..r.+..q•: y w-_ . ..M.M.ww +v ; +.+r..w,J -•+ *.. wSw .,..+. -�,� �G- c.. f �J ": .,+r. = -. �+,.zr..+.= �. e.�r....�i..�e.y.."rA'� 1. r a �`4aW►'+rMn!M'K' n i ...S .h++ -L..., ..; 4 f _ 4 a ! *.'. r" BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application tr is hereby made for the approval lication detailed and ormity BuildingbOrdinnaance the Miani Sh Shores other e, Flo herein all provisions This Vilsaf the Florida, Division of Miami the Shores V llage the shallState be with, ordinances hether herein specified or Village tA copy all of appro.ed regulations of g plans and specifications must be kept at building during progress of the work. and who, being of the above therein by him Permit No Disapproved (Signed) f SS. MIAMI SHORES VILLAGE Date lding Inspector Date Owner's Name and Address. Q,= Registered Architect and /or Engineer NA Name and address of licensed contractor -'� =' Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done - { ^r) State work to be done and purpose of building (by floors) Nev Building Remodeling To be constructed of ation �/ Kind of foun Rogj yering Amount of Permit $ - Estimated Total cost of improvements $ { - - -� 4 � � C 'Lone eubage required Plan Cubage I'� Distance to next nearest building. Size of Building Lot Maxix.um live load to be borne by each floor 1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has et provisions under the this thereof, and will require or cause to epolb posted for compliance inspection on of the sub-contractors such bnotice o o the worork k to to b be e performed under hT and r notices as are post by the Act. The e undersigned rsigned d agrees to employ only such subcontractors, on work to be performs under this permit, as are licensed by Miami Shores Village. Remarks — /2-9 -5 YJ Addition Repairs No. of Stories ( / l \f1�Date • (Signed) No. Street Q® 'ti- aA., titi._c and for no other purpose. ose. is - oz- fv ti'! , ,,,T 4.++ �� � 19 STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, by me first duly sworn, upon oath deposes and says that he is the. described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE PLANNING BOARD Member Chairman Member Member -. Member Member Date Disapproved - Date Council Approved NOTE A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty the Planning Board, materials and /or workmanship. fame `o , eDo /1 (,�_ 3 /26a-- f? r (153' c.4- (/' rlfSl`� 3 tilt 01115 EAIS ' -. X6!RAF 1a ,. • Ei7f,p if K 0'1 /44 000 I I 1,er , € -v - - -" AM j . �� N © -.ET; - � 11 r - i , C {.. 6.RHCd `i 1 'r.1 --° ksa' p FA-e. /t or V t "` 8 Piton it TIN r o -3 1? `r14 PPei • t • k 3''X'S SJ/ °> IN PCP' _ I�. c sr,1trK. do s9 :'s �' ° BQcz. l i ' ( “ - t rzrAri) 1, r-z..'i " Ct :r tdt' /AM, ,. /4 5 .°. ) 5; f,B 3 7Rt: S .O. 9E(5 /is!. .9. TJV70u% rE :T! =,Y of Ye41'ic . ar4 _ --- i P:� ! "R: ii_eC f3. VS't,t?_za,Tra, Cf.NTE'T �.S ChiEE!Y rn/3 16 GNcas • 'SL:','1, 1jK) - yr ir: ii 3Y.i trni X v !. ,% r .4 t (!. _ • .J(,.E •Pf7F iletAl/ , 4 4 — • . i'I s• r .: ../Nr,3.?I I ___, 3 4 r 6` i gajF ,pI/TFLt C<Nri1'o ':S CN1,tirFi 3KG' NMRt E Ca,1 — _ 4'_c' rq -;A i•'taS 1 #h')! 4' ,1'1r/4 ff Sr hi A % I 441z, firwrep 4" 01 C a sRtd6s ; - 4 s 8''ct. Iih t071C■ Cf Vert E 4 11 - r , 4NN u . 51/Q ,N iY 5 F1J , to> (x16 __EUL_fL4.r t� gC1d • F 6.Xisr ;;v:- aiu.n ;.ti • ; 40cRYlov "�l� 111'fa),.l1J*Z!J t_ AL!_ tottniL is Rt1JE v %Lfsi erd£ WtSt. .I c,rieJ C. . ... t o ;J /t r • AI tla o .j V z , it.E - u ). 113 =oe f4 M /4r4AI it )A { $ pa (t) r) wa ... �.a'_" w'. -.`S . ° �C7:;v.. -..Ci �'�t .. �'i.��. z� <'- ..:Z'a•.� I,6`1i? rit ri'cr r, . is z �t /JP B)7711.1 E_" rsk htiQ><?,f =A LOTSPEICH FLOORING CO. ACOUSTICAL MATERIALS 67 N. E. 36th Street Phone 7 -1669 KOHLER OF KOHLER I�r • LUPTON STEEL SASH Reynold's Metallation Phone 3 -5491 R. Symington t i 48 N. W. 7th Street. RoWAY DOOROpe•UP pV sD At. D ®fG S wAY "THERE'S A RO -WAY FOR EVERY DOORWAY" / / - YINANUFACTURERS AGENTS CO. 1 J Building Specialties 667 N. W. 14th St., Miami, Fla. SUNNY SOUTH PAINT COMPANY Distributors of BENJAMIN MOORE & CO., PRODUCTS 801 N. Miami Ave. W. F. Frantz MIAMI MILLWORK & LUMBER Co. MILLWORK LUMBER SASH & DOORS "Known for our Quality and Service" Distributors: MORGAN Authentic WOODWORK 535-599 N. W. 11th St., Miami, Fla. Phones 2 -3186. 2 -4747 PENINSULAR SUPPLY COMPANY PLUMBING FIXTURES VISIT OUR SHOWROOMS MIAMI FT. LAUDERDALE 2247 N. W. 17th Avenue 712 E. Las Olas Boulevard RAY -HOFF AGENCIE MANUFACTURERS AGENTS SALES ENGINEERS THERMAL INSULATIN RED TOP GLASS ACOUSTICAL CORRECT ON US v `-, ACOUTSTQNE•�'- QU TONE Floor Sanders . Waxers 4 Polishers 16 N. W. 7th St., Miami, Fla. Phone 2 -5121 SEMINOLE BOND & MTG. CO. FIRST MORTGAGES Insurance Company and F.H.A. Loans 227 Seybold Building Phone 3 -2618 CRYSTEX Phone 5 -2651 INSULATION - WATERPROOFING - SOUNDPROOFING Phone 2 -5300 ACME SUPPLY CO. ROOFING and SHEET METAL CONTRACTORS JOHNS- MANVILLE APPROVED ROOFERS LUDIVIAN CORPORATION WHOLESALE DISTRIBUTORS 21 N. W. 21st Street Miami, Florida Steel Yard: 3427 N. Miami Avenue ALL GRADES WOOD FLOORING INSTALLED GUARANTEED NOT TO CUP OR BUCKLE 550 N. W. 24th STREET, MIAMI, FLORIDA — ELECTRICAL CONSTRUCTION — — LIGHTOLIER FIXTURES — • F. T.•Ssrgent Phone 3-8369 Phone 3 -3317 STEWART ELECTRIC CO. Miami, Fla. REED CONSTRUCTION CORP. ENGINEERS AND CONTRACTORS Precast Concrete Foundations, Wood Piling. Concrete and Steel Sheet Pile, Bulkheads, Gunite Work, Sandblasting 1345 20th St., Miami Beach, Fla. Phone 5 -5397 ALL FORMS '01' INSURANCE LOANS, BONDS PYRAMID TILE ROOFS HURRICANE PROOF • Phone 2 -6497 134 N. E. SIXTH STREET REINFORCING STEEL STEEL BUILDING SPECIALTIES ABBOTT ELECTRIC CONSTRUCTION - MAINTENANCE - REPAIRS Specializing in Re- Modernization 186 N. E. 20th Street Phones{ Office 3- 82994 Night NATIONAL_ FIGCIVtSIG CCIIGI2,tTICN PHONE 3 -3143 LEMCO and VENTO STEEL WINDOWS Kalamien Doors ... Rolling Steel Doors ... Fire Doors WAREHOUSE AND OFFICE: 137 N. E. FORTIETH STREET. PHONE 3 -10'71 MIAMI BEACH Main Office: 605 Lincoln Road JESS E. MARCOUX BUILDER CONSULT ME ABOUT YOUR BUILDING Esttinates Furnished 2375 S. W. First St., Miami ESTIMATES CHEERFULLY FURNISHED CHARLES M. E`VING Established 34 Years PLUMBING and HEATING AIR CONDITIONING 752 S. Miami Ave. Phone 2 -0251 Excavations Phones: 2 -6127 — 2 -6128 Phone 5 -3479 S. C. DAVIS CONSTRUCTION CO. Phone 4.1428 M. R. HARRISON c ez/ a GENERAL CONTRACTORS AND ENGINEERS 1605 Biscayne Boulevard JAMES M. ANDERSON CONCRETE - MASONRY - CEMENT PAVING 1327 27th St., Miami Beach Office 5 -4056 — PHONES — Residence 4 -1701 GILLER CONTRACTING Co., Inc. BEN GILLER, Manager MASONRY - CONCRETE - EXCAVATION 523 Michigan Ave. Miami Beach, Fla. VENETIAN BLINDS Sistrunk Venetian Blinds are modern with exclusive features not found in any other Blind .. Highest quality materials .. Expert craftsmanship. Made to individual order in our modern factory. For GENUINE SATISFACTION .. Specify SISTRUNK BLINDS 458 N. W. 29th St. Phone 3 -2171 Miami, Florida LIGIITMAKEIS, Inc. LIGHTING FIXTURES — LAMPS 1730 Biscayne Boulevard Phone 3 -5292 Ample Parking DCY E. DCDD BUILDERS — GENERAL CONTRACTORS MIAMI LINARDY FLOORING CO. ALL GRADE OF HARDWOOD FLOORING 35 N. E. 26th St., Miami 219 N. W. First Ave., Fort Lauderdale Miami's Largest GENERAL INSURANCE AGENCY Discuss Your Insurance Needs With Us We Will Save You Money Third Floor, Biscayne Bldg. At A Si T E I MIAMI, FLORIDA FORT LAUDERDALE Phone 5 -4628 Phone 3 -4726 Phone 917 J. MILONE PLAIN and ORNAMENTAL PLASTERING 501 N. W. 41st St., Miami, Fla. Phone 7 -4828 Miami, Florida LUDWIG TIROS., Inc. CONTRACTORS — BUILDERS Of Over 100 Miami Beach Homes 1240 Normandy Drive, Miami Beach, Fla. Phone 6 -2493 BEUTEL'S SOLAR- HEATER, Inc. 1527 -29 NORTH MIAMI AVENUE TELEPHONES 2 -3161 - 2 -3162 MIAMI, FLORIDA For Quality and Workmanship, Call Phone 2 -7463 G. C. McCAUGHAN PLUMBING 1303 N. Bayshore Drive Miami, Florida CHAMBERLIN METAL WEATHER STRIP Co., Inc. WEATHER STRIPS and CAULKING Established 1893 A. D. ROLL and FLAT SCREENS Miami Builders Exchange Building. 46 N. E. Sixth Street Call Miami 3 -2151 GREEN - KEYES - VANDERPOOL AGENCY, Inc. Phone 2 -2644 REALTY & CONSTRUCTION COMPANY BUILDERS OF HOMES - APARTMENTS - HOTELS - STORES Consult us for your Realty - Financing - Construction 740 Washington Ave., Miami Beach Phone 5.1319' trjA Ilectie Ina tablet shall t f ato03, a1,01vee arY.1 ae so 0'40 *tv tto Maw J1OO g'ele title ettamt$ Pirevlde and irkotAll whore ahevat w the drvittge arid Wave 11 60,4,4 )m1.0 and a MI exlion atoms* tank of InpleVcittd rartufautur 33 91112.LPInG a1.1 7 done So aocc4N3anae vit;; olt motto:: tits - Apo flattlree for toth hot anti aoXii voltor4 tnttor oyatee to to eanitootatt tk.) all tint/Area ott*pt vitstor 0:toA Lavatory' be eisitait vilth tiAivittual otxt*ofc valve Prov4e cm9tIe tura of capautti as ottown tratio3 Kjaz 4 Y 4. 11fattt 44ir% di t tub o_nd dilteirtOtt VICACe et}'W trIPI yovAip mate)* tiIv4J clae vitt Ia seat. 11) 1Avat17, Lawn gattoete .01.1X IFICA.tfka MI en Whttidd plants vi 4% t 1 ne to ttitelml 1 O ol or o z,► gy a Vall o t I of= gat the to a. he 0Oni a3t4lf ahall t' 10h a cries in caOh bathroom an fol paper holder O h$ too bx11..0h and tt 1 x h.older ha4d:GG 1 soap holder to be ins 1 et wall a3 directed ' Architect* be soleeted bf Architect Dralnhc rd and splashboard of kitchen ,abinot oha selc ted r tho Owner * Window Is shall to buil no lo 40d tile La colors a OW 1O14 Install one dot of . rcoo,z3. -- 0"t 4 A . b. soled tun o put. //,,rn � 4 /pr7'r� /a 6r !o /gee./ • 4 cOvito #3tu rO4 X8 t4' 1 of to G • t ft 411 t; .%.6 Ate* i OVCIleo tae of sizee as shorn on ,r . ` , b l b o£ {o +-2.10 . shall be of 1 x 6 or 0 No, 2 common pine, shall be of select o& - 2 4t 16t O /c3 unless - e o n c of 0 ate shall be 2 x 6, 16" ojo unless Wes otherwise shown, shall be No 4 double nailed at bearings* to shall be provided with shelves# . en cabinets shall be of a rprese or ,poplar with plywood �„4rs o size at shown on the plans, Preparation small be wade for tale cirai,nboard in accordance with common praettoef 1aeboade shall be provided in all room o"© moue shall be of standard etook r-} uhaature,, 4i,o 1 An exterior doors shall be 1-3 4" in thickness ►pproved deei ;n, All glazing throughout house, unless otherwise shown or be D gl€asa, ocr ene , outside doors as sham shall be provide with full length t C L } stock soreens Screening shall be 18 mesh copper bronze s ecnii: and o therwise shown, 2 eomm t73 halhelpa specified, ahall e n 60141 tre0r0 A :@ o' ao or bi tr.t o h, les +i thick 1 04111 t xa ;` .!rtc otisoo it of A {,m 131 to of an ohs ; royod hollow '3N As son as poodibis the pluDbing contractor shall rAko 40ry Setiona to water water rtiw at property lino* Al* 14X1#0 OT WOM1 The Contraotor shall cheek the layout and location ,.. , with V proceeding with the toilts All levels and grades ahall canton to those shown on the drawings, Moll contraOtor shall ------cosolxtrOtren tirdir to the end that unity of aetion will faoilitate th0 orderly work and progress of the buildings sf'Altocp4m, The Contraotor shal1 do all no on ry cutting , To MetlY4 several parts (II tho work fit corroctly and ahall the building conploto as one vnits 1141 Zach ontraotor ahall remove from time to ttato all ribbiah SIMI Or iii ubocontraotor and loop the proniaes clean and tidy taco* tld shall pert of the 4' pG6 ing he prop of lack of kn et q for /A EA hero 8 ator materia. noral Condi of the e t c is .l '" thO IA ". e x T OF The ftc, qauoh 9 1 AAPIIIIE o ndition at all t .ee came and its contents pjAi dwelling house , complete the American loot .tuts and shall i m _ �Lii Wi .� ? EY Co t.on ? 1e t`i x' t '� 1xa$' 3! — "s i - 1► e of ♦ b It le the intention and va i to provide a one story clam on drawings and L $ s C art o 3k 1f i t; R t t and Oi'ali g ern except hOr4 � erOi ' h Architect shall furnish to the contraotor t are c 1916 t and : peoine tiona and three copies o d 1 �3td on al copies of lane or dot . is be required) ged with them, Ala. drawings and a ecificat o e �� h Architect and shall be returned prep The Contractor ctor shall Visit tho site of the pro himself with tho location and conditions affect— additional allowance will be granted because conditions All requirements of local and tAate �on z e. al Housing Administration inistrattort nti $ 1 ,se observed ved b all cart zetoro Conitre.ct ©r aba1l secure and day w or goner 1 permits shal be taken oat and paid for by the L The Contractor erect fences and ary at night.* and d tf arnin 'ale Co tractor shall pvoo1de to ^aporcrY office, etc,' at nececc:s l for the propor acre ct the s she Contractor shall p 'oiidc to pora 'y car the 3 ob and maintain it in a clean % ardorly At the cc pietion of the work ho shall remove SPECIFICATIONS 'FOR R ES 1DEN.0 E F 0 R I4i1y Lon Nbnicke :yl1ami Shores, Florida E:0 W. A. NOLAN. Architect Miami Florida. _CUR-TISE: - HALEY' - A RC H tTEOT°°'. SEY$QLQ 8UILDINC3 >MlAMt; FLORI5 June 19 1941 GATE CITY PHONES: Fort Lauderdale, 1430 15 S. W. ■1111 ■Ills ■1111 /Illl.11ll.11ll.11ll.11il II ►. PAINTING 8n� :co. i‘e t�n9 �'jn� pa in bo o ove xerp are yYa e �,f I o pt c 7'aw 3-5000 L/CENSED mamma (avmicm.gs § 1 669 N11.8 Street I elm 111111111111111111111111111111111111111111111111111111 J. L. SOMMERS CONCRETE PLACING CO. CONCRETE AND MASONRY CONSTRUCTION Office Phone 3 -4920 Residence 7 -4913 - 4.2832 ESTIMATES CHEERFULLY GIVEN 2226 N. W, Miami Court Miami, Florida Public - Commercial Buildings and Residences Phone 2 -4193 MIAMI 216 N. E. 6th St. Phone 2 -3119 Phone 4-2539 9305 N. E. Ninth Avenue Phone T -2063 MIAMI SHORES amek mk 01 M i ESrASLISHE020 YEARS I3AI3COCE- LAMCNT CO. GENERAL CONTRACTORS 3014 Coral Way Caulking Interior and Exterior Painting Waterproofing A. PETRI PAINTER AND DECORATOR CONNELL - MacVICAR, Inc. LUMBER AND BUILDING MATERIALS "Tops in Service" 3445 N. Miami Ave. Phone 3 -4611 THE MASTER BUILDERS CO. Colors and Hardeners for Concrete— Waterproofing H, J. HECHLER, Representative Phones 3 -4511 - 4 -7023 Miami, Fla. SASH AND DOOR COMPANY SOUTH FLORIDA MILLWORK Miami, 3 -2151 Miami Beach, 5 - 2997 Third Ave.,. Fort Lauderdale, Fla. P. 0. Box 901 OFFICES Miami Miami Beach Fort Lauderdale F. S. WILSON MIAMI BEACH 1112 16th St. Phone - 5 -3546 Miami, Fla. 1240 Normandy Drive Phone 6 -2493 MIAMI BEACH 25 N. E. 20th St. Let Us Check Your Plans FRED HOWLAND, Inc. GENERAL CONTRACTOR - 1114 Postal Building NOVEMBER 1, 1940 OFFICIAL SPECIFICATION COYER, MIAMI BUILDERS EXCHANGE TRADE and GRADE MARKED LUMBER • • • F.H.A. FINANCING FIVE YARDS TO SERVE YOU 7 Friendship is Built on Quality NOT PRICE PAUL E. SHIPE STEEL BUILDING PRODUCTS Palm Beach, 8235 s TE • 0 /Am 3400 N. W. South River Drive. Phones: 8- 2459 -8 -2450 JOHN B. ORR, Inc. BUILDING CONSTRUCTION Craftsmen in Plaster, Stucco, Cut Stone Sculpture and Interior Decorating Miami, Fla. Phone 2 -4159 P N� RTEL REDUCKA S U .: RANCE me-n The 1NS — - — 14 N. E. 1ST AVE Is May Save You Money Miami, Florida BRADDOCK BROS. Plastering and Stuccoing PLAIN OR ORNAMENTAL WORK 1924 N. W. 14th Avenue Phone 2 -2231 Miami, Fla. PIERCE PAINTS Builders' Hardware • • • Dependable Service JEFFREY LUMBER YARDS, Inc. 2041 North Miami Avenue Phones 3 -8341 - 3 -8342 - 3 -8343 1750 North Miami Avenue Phone 3-4781 Miami, Fla. MIAMI BUILDERS EXCHANGE 46 N. E. Sixth Street. Phones: 3- 2151 -- 3 -2152 DAILY TRADE REPORTS - Plan Room for Sub - Contractors — Bureau of Information P. O. BOX 2017 R( . flU'OE ,, . tw�: � CORAL GABLES MIAMI SHORES MIAMI BEACH LITTLE RIVER COCONUT GROVE "EVERYTHING TO BUILD ANYTHING" THE MIAMI POST PUBLISHING COMPANY BUILDINGS MEAN OOF .LV ET E(?UA1, DESIGN UK 1.1:aa trin1` uu rr;r..1 mut! LOADS - PSF EXPOSURE C ROOF SLOPE > 10 DEGREES ROOF SLOPE < 10 DEGREES ZONE 4 !! 5 ZONE ZONE ZONE ZONE ZONE 4 • 5 4 de 5 4 5 --- + 4,Z.2 - 1 5.9 - _r_ - - . 57.2) 39.6 42.0 52.1 C15 7459- 5 0 -L 3� / 62.1 / 66.2 42.9 45.6 58.8 i un N 5,, 11 45.8 48.6 60.3 3C) 3 / / 6" _ 48.2 51.2 63.8 55.0 , 1,(-/ 53.5 72.8 50.4 53.5 63.4 40 57.2 ' 60.8 75.7 52.4 55.8 ' 69.0 45 59.1 62.9 75.3 54.1 57.5 71.4 50 60.9 64.6 60.7 55.E 59.3 73.6 ~ 55 G2.5 66.6 82.9 57.3 60.9 75.6 60 G4.2 63.2 85.0 56.3 62.4 77.5 • S cl i d . 5-V_A (rte 10O 5 NOTES: BLOC :S. GO FT HIGH OR LESS 0 =107. or MNIMUM WIDTH OR .4H, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 47. OF M N!MUM 1YIOTH OR 3 FT. LOADS. POSITIVE AND NEGATIVE, ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATEO. N'Orc� BLOCS. GREATER THAN 60 F T. IN HEIGHT. USE EXPOSURE C FO.R NON -- COASTAL AREAS. USE E.POSUR. D F0r: COASTAL AREAS 0 =57, OF MINI//,UM ■"IDTH OR 0.511, V /HICHE.VER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS EIUST BE TAX EN AT MEAN ROOF HEIGHT AND AF'PLY TO P.I.L FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE AE1OVE ILLUSTRATION FOR DETERMINATION OF ZONES. D.L. Fowler Professional Engineer Florida License No. PEO )458 - 13 - 7 MEAN ROOF EL EV FEET 60 100 120 140 160 180 200 220 240 260 260 300 320 3 <0 359 j_360 1 4 00 fUSORfi; BUILDINGS (:RF'ATER 'l'11AN GO FI:E'1' DESIGN LOADS - PSF EXPOSURE C DESIGN LOADS - PSF EXPOSURE 0 ZONE ZONE 1 ZONE ZONE 5. G. 7 5 6 7 + - - + - - - 57.2 59.8 90.5 121.3 74.0 77.1 117.1 157.0 62.5 65.0 130.8 77.4 80.6 122.1 64.3 65.9 136.3 80.3 83.6 126.9 67.1 69.6 72.1 74.3 76.4 73.3 80.1 81.9 83.5 85.0 86.5 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. O ?.ArN ST: ffY 9.Y ?DY - l3 - 9 9 n L.20 Asa( PROI:CT ).Y 69.9 72.6 75.1 77.4 79.5 81.5 63.4 86.5 90.1 8L0 j 91.6 89.3 93.0 90 6 94.3 OAT ?: CIYTOLL'_ 1 AJC `vs 0 5r - Ati1, suot.E VIA 97.9 101.6 106.1 L110.3 114.0 117.5 1 120.5 • 123.6 126.7 85.2 I 129.4 85.9 132.0 134.4 135.8 139.0 141.2 1 43.3 DATZi- f3 - 99 CA T• l3 - SCALE: t 42.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0 5. 6, 7 95.5 160.3 97.7 101.7 151.4 207.2 183.5 98.9 103.0 156.3 209.7 185.5 100.0 104.1 156.1 212.1 189.4 101.1 105.3 159.9 214.4 192.2 102. I 106.4 161.6 1 216.6 ua> ° . Y�ay b0 + � yW COPYRIGHT C 1998 VALCO ENTI IPR;SES, LTD. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER ASCE 7 -88 & ASCE 7 -93 sac: I esat NS.: B 1 1 1 N rs ZONE 82.6 85.1 87.1 88.9 90.7 92.2 93.7 95.1 ZONE 5 56.2 88.5 90.7 92.6 94.4 97.6 99.0 100.4 D wan NO.: ZONE ZONE 6 130.9 134.5 137.7 140.6 143.3 95.0 1 145.8 148.2 SY.LLT 1 . 07 7 164.2 170.3 175.6 1 60.4 184.7 188.6 192.2 195.5 - 193.8 150.4 201.7 152.5 204.5 10501 OAK S T r7E ET N. E. ST. PETERSBURG, FL 23715 0 P 11 ..055 12 ..076, HEADER -CLG. 0 MOUNTED SCALE: HALF SIZE 1.840. TYP. ST ATS SCALE HALF SIZE GENERAL NOTES: —1.193 0.048 0.107 060- 0 .16510. .285 0.0. 3. 840 MAX. 0.1.83 2.795 .945' 16510 285 0 0 CALE: HALF SIZE 2.984 2.420 600' .620 - fU 11 t2 k2 .0 262 I r 282 TYPE 1 T PE 2 EITHER TYPE 1 OR TYPE 2 T IS ACCEPTABLE THESE S ARE INTER( GEABLE 11..055 ft • .076 13 ..097 HEADER ALL MOUNTED ALE: HALF SIZE 052 — I - - 052— 1. THIS ACCORDION SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOE, 1994. EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ANO OTHER STRUCTURES . TABLES SHALL BE REFEREN ED AT APPROPRIATE DESIGN LOADS. 3, ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4 EACH SHUTTER ASSEMBLY 'SHALL BE PERMANENTLY LABELED AT THE BOTTOM ENO OF THE LOCKING CENTERMATE AS FOLLOWS: ROLL -A-WAY STORM & SECURITY SHUTTERS MIAMI -DALE COUNT PRODUCT CONTROL APPROVED 5 ALL BOLTS ANO WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL OR GALVANIZED STEEL WITH A MIN. Fy • )3 KS1- POP RIVETS SHALL BE 3/16 - 0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM A T CENTER OR SLOE CLOSURE WITHIN 18 OF CENTER (VERT 1. LOCKING MECHANISM SHALL BE LOCKED TO PROVIOE HURRICANE PROTECTION. 7. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -OAOE COUNTY PROTOCOLS PA 201. 202. ANO 203. 8. DESIGN IS BASE() ON CONSTRUCTION TESTING CORPORATION (C.T.C1 TEST. REPORT No. 96 -024, ANO 96 -037. 9 TOP DETAILS MAY ALSO BE USED AS 5 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS; USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. 11 THE PERMIT HOLOER'5NA1L VERIFY THE ADEQUACY OF THE ' EXISTING'.STRUCTURE TOSUSTAIN.THE NEW SUPERIMPOSED LOADS ` ANO, TO VERIFY ALL DIMENSIONS AT - THE JOB SITE BEFORE COMMENCING WITH THE WORK. 1 2 :ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS EMBEOMENTLENGTHS /SNAIL BE AS NOTED ANO 00 NOT INCIUOE 5 tUCCO OR OTHER 03/02/00 10 :. 45 0 N 0 DAPTER SLAT CALE. HALF SIZE 0 0 N 11 ..055 42 ..076 13.'125 @LDUT WALL HEADER SCALE, HALF SIZE 2.775 I gO JCENTER MATE 1 SCALE- HALF SIZE I +00 - 251 " f ROLLER ASSEMBLY (ATE hat F SIZE' STAINLESS STEEL ASSEMBLY Bit . HOLE NYLON WHEEL ' RIVE TEO IN PLACE 058 v 956 1.30 0 0 1 INSERT SCALE: HALF SIZE TOP 230 MAK. )00! 194 :-5 :i} o�l 060 7 L 095 I I 74, 44 2) - I 9 1659 2101 l75 4 115 1 0 0 0 0 11 . .055 12 . .076 13 • 097 SILL -WALL OUNTED 060 � 1 L 230 MA K 1 A OTTOM CARRIER BUSHINGS 3 115 SCALE. HALF SIZE 1/8" THICK STAINLESS STEEL O 0 1r 0 ADJ. SILL -TOP SCALE: HALF SIZE- 3 21-5 3.049 51010 63000 15 LOCKING CLIP SCALE HALF SIZE 1 11 • 055 12 • 016 1 WALKOVER SILL FLOOR MOUNTED SCALE. HALF SIZE 16510 -- I 765 0 060; II L0r 0 4411 0 060 060 = - I ." -060 O �i a 250 9449 1 391 1891 CENTER MATE 1 9a W/ LOCKING ROD SCALE HALF SIZE SCALE: HALF SIZE 942 FLAT END SLAT SCALE: HALF SIZE 3.465 510 1.D. 630 0 0 07/23/96 1.533 .055 -. (TYP 1 11 0 0I 095- N ADJ. SILL -00T. SCALE: HALF SIZE 1.250 1 CENTER MATE 2 W/ LOCKING ROD SCALE HALF SIZE 360 110 550 FI rl 080 050 .025 ITV,. 4 1.250 1 0° END SLAT 060 L 345 0 505" 11 150 OCKING ARM ALIGNMENT BUSHING (NYLON) CALE. HALF SIZE 0 315" R INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE APPROVED AS COMPLYING W111 THE SOUTH ORIDA :UILDING COOS DAT E..�v 3 2000 BY �(� PRODUCT C'A ROL DNS 0.1 BUILDING CODE CUTAPL NCE..0i-PCT 4 CCLrTAKCf 0 P 0,-. b AS MOICO L - - - - .5, d...gn 0i(cn cL.d o1 V IK t Vin d /VMQ n. 00 =827 i . Sheet 1 Of 6 t z N N z 0 1— v W W z 4 - 1/4' SINGLE ARM LOCK SINGLE ARM LOCK 03/02/00 10:45 SECTION BOTTOM TRACK VARIES - NO LIMIT ALT. LOCATION OF LOCKING MECHANISM A T SLOE SINGLE ARM LOCKING MECHANISM AT (ENTER OR SIDE OF SHUTTER. LOCK HAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER NGLE ARM LOCKING H((HANISM AT (ENTER OR SIOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OP TIONAL DRILL 5/8"O HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD 604T ITYP PLAN VIEW SCALE 3"• 1'- 0" LOCKING MECHANISM CAN BE 0 18" ABOVE OR BELOW CENTER NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (00ES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/4' MIN. ..—Z17; t.t /2" MAX JOINT BETWEEN REMOVABLE ANO FIXED SILL TOP TRACK 1" . r ■ t /8" ALUM. ANGLE W/ 3/16.1) POP RIVE TS al6 - 0C — PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SECTION FASTENER Lm 24' 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMOR) O (TYP I O L QS (TYP) ASSEMBLY OP TIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER .TYPE 4• SEE SEC TIONH ON SHEET FOR COMPLE INFORMATION FASTENER 0 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0- O SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARMIOCKING MECHANISM Af CENTER OR SIOE OF SHUT LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUT TER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED IN$IOE. INSIDE CLOSURE " T" HANOLE w/ HIM — MIN SHUT TER SEPARATIONFROM GLASS )SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTCO INSIDE INSIDE CLOSURE - T' HANDLE W/ SHIM OPTIONAL PLAN VIEW SCALE )" . 1' -0" USED WITH PIECES 0 ANO 0© LOCKING PIN SCALE: t. v2 • 1' -0" 0 0 FASTENER 0 24 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS F A S T E N E R ( d 2 4 - 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) E XISTN G / GLASS — O (f Y P ) 6.1/2' 2" MIN. 2" ml APPROVED AS COMPLYING WIT}) THE SOUTH FLORIDA BUILDING CODE DAT • / y, / /3,2000 / BY PRODUCT CO,ROL DIV S ON BUILD;NC CODE COMPt:ANCE OfFIC( ACCEPTANCE NO CO- 0307.0/ CARRIER BUSHING 12 0 7/16" 0 D. s 0 6 LONG NYLON TOP BUSHING 3/8" 0 0. II 0.90" LONG NYLON BOTTOM BUSHING O 810 r 2" SMS. MANUFACTURED FROM 0410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING t .t60 "0 X 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP, TOP L BOTTOM) 910 • 3" SM5. MANUFACTURED FROM 14410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING S. .460'm • 050" THICK 300 SERIES STAINLESS STEEL WASHER TYP. TOP 1 BOTTOH) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY 51 an Uc0 ZF N -W v7 ~ W' F- j <0 — ¢ a (/ CO s tij PI Z - 0 = Z U � >z W I N W (/) Z z 0 0 0 N 0 10 8 I of 0 0 0 0 ) [ 0 0 O ra.. onq no 00 -827 03 anwaloimenamia V.J. KNEZE ICI PRU *ESSIONA NC 'ELL FL L(c. ns. No: PE 01 8903 7/23/96] AS NOICO)LuY by 0•+.qn of f re<w.0 Uri VIII V!" ( Sheet 2 Of 6 J , oL w 10 0 HIM. SHUTTER SEPARATION FROM GLASS ISLE SCHEDULE SHEET 51 GLASS OR 000R u O 03/02/00 10:47 4— WALL MOUNT SECTION SCALE 3 ". 1 - 0 2" EMBED. SCALE or. V- 0" ExIS TING (DN(RE TE MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECT ION 'TYPE 5' BUT DO NOT Ex(EED 6" SPACING CONY 11 CONY EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1• ROLLER ASSEMBLY tj TYP. EVERY OTHER PIN FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1• EMBED —GLASS OR DOOR HIN SHUTTER SEPARA FROH CLASS ISEE SCHEDULE SHEET 51 amt ALT. ANGLE LEG OIRECTION. REVERSE0 ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP 1 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' BUT 00 NOT ExCEED 6" SPACING CONT, TWO 1/1 -70 MACHINE 601 T5 w/ NUT OR 1 11. TEK SCREw Ed 17- OC. ItYP, TOP 1 BOT Tom) 9 -3/16" MAX I1 CONT %• 1/j I1 CONT 11 CONT NOTE BOTTOM MOUNT OE TAIL MAY BE USED AT TOP BUILD —OUT MOUNT SECTION 1/4" MAX. I /4 MAX 1/2" MIN. SHUTTER SEPARATION z FROM GLASS (SEE z N SCHEDULE SNEE T 51 11.1r.; GLASS In 2 = OR 000R R ON W 7/16 POP RIVET OR 112 TEK SCREW O O @ 6" 0.C. ITYP I N ° i x EU 010 < W 'A ASSEMBLY Z W 1 • 1 • I/6" ALUM. ANGLE W/ 7/16"0 POP RIVETS E 6" 0.0 FASTENER, SEE AN(HOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4• O CEILING /INSIDE MOUNT SECTION 1 /4-70 MACHINE 501 T W/ NUT p It (TYP, TOP L BO T T0m1 ROLLER ASSEMBLY 0 TrP. EVERY OTHER PIN L/4 MAX EXISTING CONCRETE, MASONRY OR W000 STRUCTURE, SEE ANCHOR SCHEDULE, TYP. Ea SCALE 3'•. 1'- 0" EOGE DIST EDGE OIST G OR 000R — 0 0 0 3/16"0 POP RIVET 6 - 0.0 ITYP) EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP E MBED FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 0' OPTIONAL FASTENER LOCATION IN LIfU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /4 OFF (ENTER REFERENCE CONNEC f10N 'TYPE 4• 1/L MAX. z < ,n N y Ti 0 J W < 0 X 4 < W 4 W N N I/ 4' MAX. EXISTING CONCRETE. MASONRY OR w00D STRUCTURE SEE ANCHOR SCHC)ULE. MIN SHUTTER SEPARATION FROM GLASS SEE SCH(OuiE SHEET 5( FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2 /-® TIP 10P 1 E10110M GLASS OR DOOR 0 0 W 1 / MAX FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION *TYPE 2• 1/4" MAX BUILD —OUT MOUNT SECTION 1/2" 11114. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI ALT ANGLE LEG DIRECTION (TYP tl CONY - FOR LARGER SPANS USE TWO 2" • 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C1 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 3-3/4 MAX 1 SCALE 3 1•- 0" O FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2 - 0 CONY - FOR LARGER SPANS USE two 7 • 5 AL ANGLES (SEE SCHEDULE 1 TrPE CI MIN SEPARATION FROM GLASS SCHEDULE SHEET 5 EMBED 1 / 4 -70 MACHINE BOLT W/ NUT 12 "0 C ITYP TOP 1. BO TOMI z < L- W I i O � < X O W = V W N N It/ MAX TOP 1 BOTTOM O BUILD —OUT MOUNT SECTION C SCALE 3'. 1'- 0'• FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1• But 00 NOT ExCEE0 0 -1/2" SPACING I /4 - MAX GLASS OR DOOR — u 0 W �E� ,�• t O FLOOR MOUNT SECTION GLASS ISLE SCHEDULE SHEET SI O BUILD —OUT MOUNT SECTION D SCALE 3,' �-- 1 /4'• MAX 16 lc -1/16 - MAX FASTENER, SEE ANCHOR SCHEDULE. REFERENCE (ONNEC NON •TYPE 3' EXISTING CONCRETE, MASONRY OR w000 STRUC SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2 • 2• • .050 ALUM. TUBE TYP. TOP L BOTTOM 1/2 1/4 MAXI APPROVED AS COMPLYING WITH THE SOUTH FLORIDA pUILDINC CODE DATE -1f11 uf' /3, 2400 1/4 MAX FASTENER SEE ANCHOR SCHEDULE. REFERENCE (ONN(C T10N 'TYPE 1 BUT 00 NOT Ex(EED 8.1/2• SPACING BY _ PI■ODUCT COOL DIV!S ON DUILO.NG CODE COMPLIANCE OFFICE ' CAP TAN CF. NL). -00 V.J. KNEZ Pf1OFE S SIONA GINE EF1 FL Llc u No: PE .• 00 ©3 AR 7/23/96 fUle a 0y AS nOI(O H(, aea■gn or reeo.ea o or.,., 19 no 00 -827 1 2001 L sheet 3 of 6 _j u z W u 0 Att LW 0 U N z 0 0 0 C7 ALUM BEAM & SHUTTER SCHEDULE OESCRtPTION SMU1TER SPAN BEAM SPAN 2 . S" 5 -0 9'.5" r.. • 12S' e' - 8 If . 125 10'- 7' -6 5'•0" I4' -0 r . e' T.. . 072 8•-0 1 2' -0 11 . 224 10'•0 Tr- 2' . 9" 5'•0" 15' -5 5., . 012 e' -o 1)' -2 11 • 724. ■O' -0 12' -) 03/02/00 10: 48 EXISTING STRUCTURE THREE S /16'• CALK -114 0 3 - 1/8' O.C. w/ 1 MIN EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 - MIN. EDGE DIST. GLASS OR DOOR GLASS OR DOOR THREE 5/16 - • CALK -IN (a 3 •t /8 - 0 C. W/ I MIN. E18E0. IN CONC. OR HOLLOW BLOCK w/ 3-3/4 - MIN EDGE 0151 1 IV N f EXISTING STRUCTURE 4 4 ° EMB a 2'a 3'a I/4"•0' -e' 6063 -16 ALUM. ANGLE THREE -1/4 THRU BOLTS r MIN, �^ r Tv /dn. ALT. LEG DIRECTION MIN. SHUTTER SEPARATION FROM GLASS ISE( SCHEDULE SHEET Si (MAX. DESIGN LOAD i- 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE 3 - . 1'- 0 MIN SHUT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 SCALE 3". 1'• 0_ 3/16 POP RIVET OR 812 TEK SCREW @6"0C O L OS ASSEMBLY ACCESS HOLE T I- 1 MIN. 1 TT- 2 a 3 • 1/4 a 0' - e' 6063 -16 ALUM ANGLE THREE -4 T HR 801TS — O ALT LEG DIR(CTION (MAX. DESIGN LOAD ± 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM. BEAM (SEE BEAM SCHEDULE 8ELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS/ 1/4 -20 S.S. MACHINE SCREW L NUT @ 12 0.C. USE THRU BOLT OR ACCESS lE AS SHOWN IN DE TAIL 1/4' MAX. X E NOTE 3/16 - e POP RIVET OR 813 TEK SCREW (A6 "0C AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS, 1/4.20 S S. MACHINE SCREW L NU (rD 13' O C PROVIDE ro ACCESS HOLE IN 80T TOM OF BEAM OR USE 1HR BOLT AS SHOWN IN OE TAR. H I USE 8( A SCHC ULE FOR OE TAILS ANO81. 2 SHUTTER SPAN TO BE 1Jnf1E0 10 Trios( SHOWN W TABLE. SHEET S 3 BEAM SPAN SHALL BE CONSIDERED AS THE 015 TAKE f R011 (OF SUPPORT TO (OF SUPPORT. ( GLASS OR DOOR . 3 . I /8 OR .c .ve 6063 -16 ALUM TUBE GLASS OR 000R— PLYW0o0 ANO STUCCO FINISH HIN SHUT SEPARATION (R0M GLASS (SEE SCHEDULE SHEET SI 2 . 6" P T w000 PLATE nW. SHUTTER SEPARATION (ROM GLASS ISLE SCHEDULE SHEET 51 O- 1t/2 11/2 0 1/4 -20 S.S. MACHINE SCREW L NUT (d) 17" 0.C. PROv10E ro ACCESS HOLE (4 BACK SIDE FOR FASTENING TWO T /4 S.S. LAG SCREW Cd 21- 0.E. MAX, W/ 1 - 3/1 - PENETRATION IN (ENTER OF 5TUDS (MAX. DESIGN LOAD = ±- 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE 3 1'- 0" 1 ' 1/ A' MAX 4 I /1 MAX FOR w000 PLATE USE 1 /4"4 S 5 LAG SCREW W/ 1 -3/4 PENETRATION wT0 w000 PLATE 14 12 . 0C Two I/4 S 5. LAG SCREW p 24 0 C. HAX. W/ I -7/1- PENETRATION IN (ENTER OF STUOS (MAX. DESIGN LOAD = ± 72 P.S.F.) WALL MOUNT SECTION - USING 2 x 6" WOOD PLATE SCALE 3 '. 1' 0' APPROVED AS COMPtYINC WITH 111E SOUTH EIOJ,kf RIDA C00E UAIE 73 / 2000 Pf 00001 OrifiROL DIVISION BUI1D:NC CODE COMPLIANCE OFFICE 1 •CCEPrANCE No. __a0 - D. p -0/ 0 3 I " N i 0 (/) O rZ 3_111 � I° L" 0 0 Malitimmwassissmo 0 03 (0 CID " o08 0 .IN a 0 W 0 > u t 0 L7 F I V.J. KNEZ ICH PROFESSION I NGINEER FL LI. u so No: PE . 70903 MAR ThLZQQQ Ott U Z F 0 1 - W ~ � U < — 0 0 c 0 • (1) yt cox < W d U o N W Z Y 7 7 pS g < U O O oaf Sg 2 ' ` LL 0 ( gf z w it W 07/23/96 e AS =Or La�tvn oM VJLt VD( de no 00-827 C - S II 6 O t '. O F 6 J Z W F- < 0 0 < 4 Lu U W 0 0 0 0 3 L M UM AL ABLE SPAN SCHEDULE it 11. 3 2 -7/e 13 . 1 3 -3/4 2 - 3 /4 /.0.0 5 - 0 2 -7/8 1.1/2 7 - 0 • 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1 /4 10 - 11 150 3 S0.0 10 - 6 2 -7/8 1-7/2 I2 - 1 2 -7 /e 1 -5/e 1 -7 1 -3/4 11 - 0 3 2 -7/2 12 - 2 -3/4 3 60,0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 17 - 0 3 1 -3/4 11 - 8 3 -3 /4 3 70 0 5 - 0 7 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 2 -7/8 1 -7/8 9 - 6 J 2 -1 /C 70 - c 3 7 -5/8 S - 0 2 -7/8 1.1/7 Ito 7 - 0 2 -7/8 1 - 3 /4 80 0 8 - 0 2 -7/8 1.7/8 3. 1 71 - 0 3-1/8 3 -1/8 3 - 2 17 - 1 4 C 5 - 0 2 -7/8 1 -1/2 730 0 7 - 0 2 -7/8 1 -3 /c 90 0 8- 0 2 -7/8 2 4 - I 11 - 0 3 -3 /8 3-3/8 3 - 10 11 -6 3.7/8 4 5 - 0 7.7/8 1.1/2 770 0 7 - 0 2 -7/8 1 -3/4 100 8 - 2 -7/8 2 3- 2 9 - 0 3 2 -3 /4 3 -0 10 - 3 3 3 L M UM AL ABLE SPAN SCHEDULE it E 1 NEG. DESIGN _. LOAD (PSF) TYPE A ALL G (ONO) N TiN NOUN EXCEPT © E F (F T - w1 TYPE a OET OR Of TAI. © W1 SINGLE ANGLE REQUIRED 3 -3 /C MAX. 8.0. (F T - IN) TYPE C 0E7AK. © 00148LE AN LE REQUIRED 3.3/4 - MAX. 0.0. if T - INI TYPE 0 DETAIL© 9 -3/16 MAX. 9. 0 IF T - INI )0.0 13 - 1 12 - 6 13 - 1 12 - 7 38. 13 - 1 7) - 0 13 • 1 11 - 2 c0. 12 - 11 10 - 8 12 • 3 10 - 11 150 t2 - 6 1 - 1 10 - 6 10 - 0 52.0 I2 - 1 1 -/ 1 -7 1 -7 1 -0 1.7 ® 1 • 7 / - 10 I -6 8 -0 66.0 10 11 0 -3 0 -3 0 -3 67.S 10 - I - I -3 0 -3 713 10 - 3 0- 0 I- 0 8- 2 75.0 7- I 7• I 1. 0 81.4 7- 0 7- 0 7- 1 66.0 6. 6.7 6- 10 " Ito 6- 3 6- 3 6- 6 700 0 3- 1 3. 1 110.0 3 - 2 3 - t 1200 1 -1 1 -1 730 0 6- 3 4- 5 710.0 1 - 1 4 - I 750.0 3 - 10 3.10 160.0 3 -7 3.7 _ 7 , 770 0 3 - 4 3 - / ■00 0 1. 0 3- 2 3- 2 190. 3.10 3 -0 3.0 700 0 3- 7 2- 10 t- 10 010 0 3. 3 2. 8 2. 6 03/02/00 10;48 LT. CLOSURE DETAIL 1 - a 2' a 1/8 - ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 - 0 ALUM. POP RIVETS ITYPI - 2 . 7/8 ALUM. CUBE 6063 -T6 ALLOY 14071. 2' MIN. FASTENER @ j4. OC (USE ANY ANCHOR IN ANCHOR SCMEOUIEI EITHER CONO1110N MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE 3 • 1 -0 1110. 1/2 GALVANIZED SM5 OR 3/16 - 0 ALUM POP RIVET Ca118 2' a 3' • 055". 2 . 4' • 055' OR 2' • S' • 1 25' AL ANGLE 010 1EK SCREW OR J/76 ALUM POP RIVET L0 26 0 C (TYP3 Two 1/4 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANC HOAI 9OOR 9A NOTES: i. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN C. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. O ALT. CLOSURE DETAIL SCALE. 3 • 7'•0 SCALE 3' . 1' -0' 2 MIN 2 . 2'• .125' ALUM ANGLE CONT FASTENER ■3 24 O C (USE ANY ANCHOR IN ANCHOR SCHEDULE) 7/4 -20 TRUSS HEA0 BOLTS 1. NUTS W/ LOCK WASHERS (4 24 0 C. HALF OF O USE HALE OR FEMALE AS REOUIREO OP ALT. CORNER CLOSURE DETAIL ■ a I/7' GALVANIZED SHS OR 3/16 - • ALUM POP RIvE1 CIO 18 0C 1 • 055 . 1 • 2 . 055 2 . ) - • 055' . 2' • 4 . OSS' OR 2' . 5' a 125 AL ANGLE (x1s TING STRUC MIN SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 0 062•' THICK RECESSED SILL 3105 -H37 OR 6063 -76 ALUM ALLOY I1 /e• BELOW CONCRETE) MINIMUM SHUTTER SEPARATION FROM GLASS (IN) L POSITIVE DESIGN 2 LOAD (WI (P52) ACTUAL SPAN (FT - IN) 5 -0 7 - 0 not SEPARATION FROM GLASS FOR INSTALLATIONS LESS 741AN )0 ABOVE GRADE (INCH( 5) 2 -7/8 2 -7/8 HW. SEPARATION fROM GLASS FOR WST ALL A T10NS GREA THAN 30' A805E GRADE (INCHES) 1 -1/2 1 -5/8 30 0 8 - 0 60 ALTERNATE O FLOOR MOUNT DETAIL SCALE 3 - . r- 0 z a 0 3 L J N X 0 L u N N *-- 1/4'• MAX APPP,OVED AS COMPLYING WITH THE SOUTH FF[ORID UIL COOE DATE /3 00 BY _ L PRODUCT CO ROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. D3O -. 0/ EXISTING STRUCTURE MIN. 3,000 PS) CON(RE 1E CONCRETE FASTENER (l0 3" 0 ANY SCHEDULED FASTENER IS ACCEPTABLE 0 4, N U � Z N .w (1) - w 3 D ¢ o - 0 CC 0 • N U Cr Q 1u w 00 ? O = z >z W�- N , Wu) Z Y 1 Lr Li] Or 0 U) r0 I� 0 0 0 FL 1 P 0 J y n N , 2 r. LL v 1' � Q N - 4' llama es V.J. KN .-Z PROFESS; NAL 0000 u z V1 i u 0 < .4 X U w z 0 0 0 0 73 3 00 (0 07 0 0 N 0 (7) 0 0 • (0 H I GINEEIS se No: 0 i 240 07/23/96] arlvn '''''Cl x 45 1 01( 0 ( _ 'ufi.yn b rc n.(4<0 byi ` VJK 1 ` 114 Or. q 00 - 821 t Sh001 ' 5 of 6 l PIAX SmuTTER SPAN ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w Z cr ( W) II ! j Fes- N ANCHOR TYPE LOAD MAX (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5 -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO SPANS UP TO 13' -1" 5' -8" (SEE NOTE 1) (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION • 1 2 TYPE 3 12 4 5 7 9 CONNECTION 1 12 TYPE 2 12 3 4 10 5 5 7 5 4 3 3 5 CONNECTION 12 9 5 4 4 . 12 TYPE 2 12 12 12 11 11 12 3 9 7 6 5 S 7 4 5 4 3 3 CONNECTION 1 OM 4 4 4 4 TYPE 2 11 11 11 11 10 8 3 4 3 5 5 o 5% CONNECTION 5 Q Ong ens Imo 12 12 12 12 12 12 12 YPE Mei 3 4 8 . 5 11 8 7 CONNECTION 1 12 12 9 4 TYPE 2 12 12 12 12 3 12 10 8 7 4 5 3 CONNECTION 5 1 7 12 6 10 5 6 TYPE 2 3 12 11 12 9 12 7 4 5 4 5 7 CONNECTION 1 4 4 TYPE 2 3 a 7 I 4 4 4 4 3 3 3 i g 5 4 4 4 4 4 3 3 3 3 3 a CONCRETE 12 4 8.0 12 12 1 It 111111111111111111111111111 62.0 72.0 12 12 12 12 11 10 5 7 6 12 8 12 12 8 3 7 /4 ITW TAPCON w/ 1 - t/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 92.0 11 4 12 11 7 5 4 4 12 11 11 11 12 12 5 5 8 9 7 12 10 8 6 5 4 8 6 5 4 4 4 12 7 210.0 5 11 8 4 3 7 6 5 4 4 ,/ r � ' ' , � � 4 12 12 6 12 12 12 11 7 9 7 6 / . 4 4 4 5 12 1. 7 3 4 3 3 3 3 12 7 12 8 11 6 10 5 9 4 9 / 4 9 12 • * uib., i' ^'�'"'...• * • " " "` "`" " "` . 1/4 ELCO MALE/ FEMALE - PANELMATE W/ 1 L 1 /4 SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48 0 12 12 12 12 % • 5 3 62.0 6 3 1. 3 F 7 4 3 3 11 9 8 8 5 4 , 72.0 12 9 3 12 12 8 7 5 4 � 5 4 ' �' 6 3 3 11 8 8 5 4 4 F O �� � � 3 3 3 8 8 8 4 4 92.0 4 O r 4 � � � il 3 3 9 210.0 4 V � 9 4 6 3 9 4' * 7 12 48.0 12 12 12 12 12 12 11 12 12 10 • 10 12 7 12 12 12 12 12 12 • 12 12 12 12 11 • 8 62.0 12 12 12 12 12 12 9 • 12 12 8 7 12 6 12 12 • 12 12 12 12 11 12 12 )2 . • 10 5 7 1/4 POWERS CALK - IN w/ 7/8 EMBEDMENT IL 1/4 - 2o STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 12 11 11 12 12 7 4 9 12 7 7 12 6 12 12 • 12 12 12 12 • 9 12 12 11 10 7 92.0 12 12 8 8 7 12 6 • 7 12 6 3 • 7 12 6 12 12 10 9 12 10 7 9 12 10 10 7 210.0 7 12 6 6 7 12 6 • 7 12 6 • 7 12 6 • 12 10 5 7 9 12 10 7 9 12 10 10 7 r 48.0 12 12 12 8 12 12 9 12 12 8 5 10 5 12 12 7 9 12 12 11 6 12 12 10 6 3 ) 62.0 12 12 10 6 12 12 7 7 11 6 3 9 c 4 12 12 5 7 12 12 5 8 12 7 • 5 �? 3 3 1/4 POWERS ZAMAC NAIL NW /1 - 1 /a MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 12 12 8 3 5 6 11 6' 1. 10 5 3 9 4 12 10 4 6 7 12 4 5 11 6 10 5 92.0 9 3 12 9 6 4 a 4 3 3 3 9 9 4 p 4 ; / 3 3 9. 4 % 3 3 9 9 4 4 • 12 FA 10 8 5 3 4 3 3 3 10 10 5 5 4 3 3 10 3 10 5 5 A 10 10 5 5 A yr 40 � • 4 !- X - , // P e Or / 3 3 3 3 3 3 3 3 3 3 3 210.0 9 4% p Eli W U OZ 3 0 - I , p = 4 8.0 12 12 12 12 9 6 5 4 11 8 11 8 6 4 4 i 3 8 ; %' �%�/ 3 /' / ►/ ' j% 10 4 3 12 10 7 6 5 1. 3 6g %r " 3 6 3 %r 11 11 6 12 12 7 4 11 11 6 ' 4 1 �11��( Il ������ WW 62.0 5 5 3 3' . Or x 12 a� 7 4 4 9 4 9 8 6 5r f 0 3 5 8 3 7 5 / 4 % f 4 4 e r 1 /4"0 ITW TAPCON W/ 1 -1 /4 MN. EMBEDMENT 72.0 1010 6/� c 3 11 %/ A/� 5 3 7 4 / 12 7 S 12 92.0 6 / 12 8 5 12 5 12 3, 7 red/ 5 5 10 3 3 2, , 4 A. 9 4 6 % %/ 12 12 D � • 12 O 9 0 12 %� 12 % 12 12 10 5 4 10 8 6 4 12 11 7 503 gf 6 5 • 4 3 3 8 6 5 4 3 8 6 12 5 4 12 12 6 3 3 12 7 3 3 6 6 12 12 11 9 9 12 12 12 9 9 I. 4� 9 7 13 1 4 10 8 7 5 543 /� x 4 3 // 5 4 3 3 6 12 1. 4 1. 0 4 As 10 11 j.1.12 0.10.10.10.1 0.10.10. � 5N • .O ` J II 1 I J 14 f J l J Z I 0 I V1 N 0 4 210.0 48.0 6 12 12 7 11 4 10 3 9 3 9 12 7 12 5 10 3 9 3 9 4 8 6 5 4 9 7 6 5, 4 0 * '" " �j ",, "' " "..« . 'Ir U' " ° "u ° ° "° • 1/4 ELCO MALE / FEMALE - PANELMATE - w/ 1-1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 6 2.0 12 12 8 4 3 3 6 5 4 6 5 4 3 11 6 3 12 10 5 3 12 11 8 12 11 9 7 7 6 s'° 5 4 PAN 6 5 4 © O :4 S ♦ i, 7 4 3 3 12 6 4 11 9 8 8 12 10 8 7 5 4 4 4 6 4 4 !' 3 " % Ao 0 3 3 3 3 3 4 3 3 3 8 8 4 4 72.0 12 9 12 12 7 5 4 1>/ 9 7 6 5 i" 92.0 8 8 8 7 7 7 7 4 4 4 3 3 210.0 3 8 4 8.0 12 8 12 12 12 10 62.0 12 r % r i 1/4 POWERS CALK - IN W/ 7/8 EMBEDMENT 72.0 12 a t/4 - 20 STAINLESS STEEL MACHINE SCREW 92.0 3 3 � 3 7/G�eA 3 3 � • 12 3 ,5 9 3 210.0 3 7 3 48.0 1212 11 9 7 5 1010 4 7 8 6M�9 5 %� 4 9 7 6 6 4 % / 3 ' 6 4VS 12 11 �/� 12 11 11 9 �/� r 6 8 7 6 or 4 5 1212 8 9 4 10 10 7 % 5/ 4 0 44 0 / %g NI �/ 7 �{ 62.0 11 u 3 4 3 8 4 9 8 6 6 6 5 4 4 3 2 r • / 5 8 3 7 6 4 I 6 6 G Ii 4 I/4" ZAHAC POWERS 72.0 10 10 6 8 6% 3 4 or 7 5 422r 3 rO/ N /�/. 4 0 i O , NAIL NAIL - W/ 1 -1 /e " MIN. EMBEDMENT 92.0 3 210.0 /' 5 /�/ 3 1 �'L/�id//lr.riel 4 z' FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE , LOAD (W) MAX (SEE NOTE 1 MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 C) 0 0 =�I►I►►►►►►I►►►IIIII► III 111. 4 8.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 1/4 WOOD LAG W/ t - 3 /c' MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. 6 2.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 92 0 12 12 5 3 8 7 12 4 6 7 12 4% 6 7 12 4 61 1-1-1 TO W000 GRAIN 210.0 7 12 4�6 7 12 4 6 7 12 4 6 7 12 4 03/02 00 10149 9 iOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYw000. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREwS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U 0 N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2 O.C. 12 FOR BUILD -OUT MOUNT SECTION 6" O C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED APPROVED AS COMPLYING WITH THE SOUTH F1IRIDA B ILD)NG 000E DATE_ 2.00° BY _ PROOUCT C.!ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, CO" 05 0 7?'• 0/ W U I 0u rZ Ion 0 0 (d•a.gn by V 1K z N U 0 N N .4 U w z 0 0 0 s 0 CO o � r w r p CO O " ^ 0 > : 0 el a - • a • 0 > 1k 0 w Y `, 2 0 ▪ R (7 !n ©� V. J. KNEZ • •'CH PROFESSIOt GINEER FL L(c • sa No: P '010903 4. 1 20110 7/23/96) ec•I• _ dr•vn by AS Noe[0 nC (<Lecked brA l V IJ droving no 00 -827 sheet 6 of 6 1 M ADDEN MANUFACTURING CO. INC. 1889 . 89 N.W. 22ND. STREET POMPANO BEACH FL. 33069 800 - 272- 2071/FAX 954-960-0567 60 -0567 \- I 6 cPc-Q- ' To whom it may concern: We are the authorized manufacturer of MADDEN MFG. STORM PNLS. UNDER PRODUCT CONTROL NUMBER q g- 1110 . THIS LETTER AUTHORIZES 1 I - A - TO USE OUR ABOVE NAMED PRODUCT IN ACCORDANCE WITH APPROPRIATE COUNTY CODES. IN ADDITION, ALL PRODUCT APPLICATIONS ARE TO BE STRICTLY ADHERED TO. ALWAYS REFER TO SUBMITTED ENGINEERING. CONTRACTOR NAME BUILDING DEPARTMENT DATE ( /= 0 JOB LOCATION NAME P1 LGC..a4 e l Gata tf ADD. I' N a' 3 CI CI TY /ZIP t� 33 t2 336 d CITY /ZIP T ics u u �o °� ` 3 3 /30 MIAMI - MI PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing CONTRACTOR LICENSING SECTION 1889 NW 22nd SCreec (305) 375.2527 FAX (305) 375.2558 Pampano Beach, FL 33069 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 0.050 "Aluininuin Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1110.03 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:03 /13/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:05/20 /1999 Internet mail address: post master ©buiIdingcodconline.com rancisco !. Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Offi. MIAMI -DADE COUNTY. FLORIDA METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICF METRO DADE FLAGLER BUILDING I -40 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2908 Ilomcpagc: http : / /...ww.bu,Idiagcodco ne.com'• Madden Manufacturing Co. ACCEPTANCE No. : 98-1110.03 APPROVED MAY 2 0 1999 EXPIRES March 13 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.02, which was issued on March 13 1997. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice o Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #6 dated March 4 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shad hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miarni -Dade County Product Control Approved ". 5. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 An other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. M •ar, P.E. - Product Control Examiner Product Control Division 2 of 3 Madden Manufacturing Co. ACCEPTANCE No. : 98- 1110.03 APPROVED : MAY 2 0 1999 EXPIRES March 13 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and th original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. • Any and all approved products shall be pennanently labeled with the manufacturers name, city, state, and tfic following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this produc and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d The engineer, who originally prepared, signed and sealed the required documentation initiall■ submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and /or manufacture of the product or process shall automaticalk be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 . A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal or Acceptance. This Notice of Acceptance consists of pages I. 2 and this last page 3. END OF THIS ACCEPTANCE Hclmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 SCE MML SLPAJIATICN FRd+1 GLASS SCHtp. GLASS Cw 000* F- FASTENER, SCE ANCHOR SCHCO/JLE_ REPEREML CONNECTION 'TYPE 1• EX2STI22O CONCRETE, HOLLOW 114.001, OR 4000 F RAHINO (SEE ANQ$OR SCHEDULE BAS (0 ON TYPL� Of STRUCTURE) 1 EXLSTttq CO3aCFt(T N*OLLOV FLOOR. OR 4000 FRA146d (Itt AsIQaOR Saglibutz liA81W OW Tye( PASTOIC. 3tt ANQ101I CCOME CTION REREANDKE AA .LA EXISTING CONCRETE. HOLLOW BLOCX, OR 4000 FRANNG ISLE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) ANGLE TO WALL DETAIL GLASS OR DOOR — C <O SCALE 3" = 1 Q (TYP, TOP L BOTTOM/ i (16(0. (TYP) e-- SCALE 3 . r -o- EXISTING CONCRETE, HOLLOW Bi OCK. OR 4 000 FRAM/+ (1(( ANCHOR 10 JLL BASED ON TYI( OR STRUCTURE.) FASTENER. SCE ANCHOR SCNED LL REFERENCE CONNECT ION'TWE 2' , r CONY. 1/4.' MAX. —1. J 0 0 Z V /0 H V Z / W i J A J lY W J J Z I Z < 4 al <1 I: 0 ti ©CONY. - I n .w 1 1/4. -20 MACHINE BOLT L WINGNUT p 1Y 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO t0 A240 p 6' 0.C. FOR PANEL LENGTHS GREATER THAN r (rnK) — BUILD -OUT MOUNT SECTION PANEL TO ANGLE DETAIL WALL MOUNT SECTION FASTENER. SCE ANCHOR / SCHEDULE. REFLRLNCE CC**EC PION - TYPE tt SCE Hwl SLP ARA TON F ROH 36.AS1 SCH(D CONT 0 1/4. -20 MA CN INC BOLT L WINGTRJT p 1Z' 0 C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 10A ANO • 6 0.C. FOR PANEL LIDASTHS GREATER SD( CL °SORE R(Q-O. (SEC ►t AN vr(W) 014. TEI< SCREWS OR 1 /4. -20 BOLT ANO NUT p 12 - 0.C_ STAGGERED ITYP. TOP ANO BOTTOM) 1/4.' MAX. I F,n 10 A Z a J W < J < Z Z a u < I a 0 O A S X 1. GLASS OR 0008 EMAE0. (TYP 4000 FRAMING — FASTENER. SEE ANC}+OR SCH(DULG REFERENCE CON NIIC T ION TYPE 1 FASTENER, SL( ANCHOR SCHEDULE BASLO ON TY•( CONNKCTKN< - TYPE T — GLASS CR DOOR — SEE MN. SEPARATION 422024 GLASS SCN(Q. — /•EDGE DIST. O SCALE 3" : Y -0 SEE FAIN. SEPARATION PROM GLASS SCHED. ©CONY EH•E0. (T r \— 4000 R A P.R. G ANGLE TO WALL DETAIL 1/4.' MAX. WOOD CEILING/ INSIDE MOUNT SECTION FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r (D.CGNT — O WALL MOUNT SECTION SCALE 3" - r_O PANEL TO ANGLE DETAIL 1/4. MAX. 4 ti W J 1 0 'O 01 z Z, < W1 JI JI W <I Z < • < Ia XII • d: I 0 1 4 1/4. -20 MACHIN( SOLT L WINGNUT p 12 - O.C. FOR PANEL L ENO T HS LESS THAN OR EQUAL TO 414' A140 • 6' O.C. FOR PAJ L LENGTHS GREATER THAN E HEE O. (TY• ) © ccNr GLASS OR000R- 1 /4. -20 MACHIN( BOLT L WNGNUT 0 12 0.0.. F OR PANEL LENOTNS LESS THAN OR EQUAL TO 104.' ANO • 6' 0.C. FOR PANEL LENGTHS GREATER THAN 104.' FASTENER. SEE ANCHOR SCHEDULE BASED ON TYP CONNECTION TYPE 3• — FASTENER, SEE ANCHOR ' SCHEDULE BASED ON TYPE c o F1NL c PION -TYPE EXISTING CONCRETE, HOLLOW BLOCK, OR 4000 PR AFING ISLE ANCHOR SCHEDULE BASCO ON TYPE OP STRUCTURE/ EDGE O<S T. 0 SEC MIN. SEPARATION F ROM GLASS SCHCO. CE1UNG/INSIDE © MOUNT SECTION SCALE 3" • r -O" EXISTING CONCRETE, HOLLOW BLOCK, OR 4 FRAMING ISLE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) AFPPOVE12 AS COMPLYING AIM THE SOUTH FLORIDA BUILDING CODE DP TE_ A 1 2 o 19 PRODUCT COIMOL 3UILDir`'G COLE G01,1P!_„ NCE OFFICE iCC :FT,=.NCC NO._ _I III 0 . 0 3 1/4.' MAX. ti TJ D C Z Z • a J u W Z It < II0 0 u W W A 0 0 0 2 J Z , Z w ct znuR ¢� Z zoo_ jao 2 I10 W ^0 Q c IMMENMEIMMEENNO • ,2 • 1 S ' i' A n 4'n, J ig - . i • Jr 644.0 96 -110 e. 21, *1 si I A3 r10 TLD K (d<=+10 try 'c rd D11 1'• • 0.01S "OR 2- '• 4 ."•0.055 - ALUM. TUBE 0R 2• • L' OR • 6' P.T. W 000 6L0CXINd THREE 1 /l 4/000 Lao SCJttWS W/ 2_t /L- Het. (HOED O IL' O.C. MAX. CONT. 4. ' • . 216' ALUM. PLATE o-NER W 000 I''E F•D(RS Q CONT. ■ 5 H N u • Tl-U DETAIL MAY INC 1.1 SE0 AT TOP OR SOTTOf1 Of PANELS. NOTE. USE OF THS OCTAA IS L IT(D TO ,< 71 PSfi O WALL MOUNT SECTION (BOTTOM) SCALE 3 • I' -0" W000 ROOF TRUSS OR FRAMING MEMBER yr - T J 44 _ • r ;0 014 51116E TWEEN TRUSSES 0 2l' 0 C. N SOFFIT CONNECTION DETAIL SCALt: r • r -o- STUCCO FINIS-IN OR PLYW000 SOFFIT 1 /G' MAX, EXISTING CONCRETE. HOLLOW BLOC)(. OR 4/000 I / F RAMe. (SEE ANO$C16 SO+E DULL SAVED ON TYPE OP STRUCTURE) t GLASS OR 00G FOR W000 BLOOONG USE 1/1•'• S.S. LAG SCREW W/ 1 - 1/2 - PENETRATION INTO W000 SLOCKSq • Tr' 0.C. roR ALUM.. TU6.S USE V .'• S.S. LAO UPfW 4/ 1-.1.12 PtN(TRATCH INTO CENTER Or STUDS LOCATED p 2L' O.0 MAX. L ONE 1/4'• THRU BOLT W/ ACCESS HOLE NOWAY BETWEEN STUDS. TW0-1 /•'• S.S. LAG SCREW e 26.' O.C. MAX W/ 1 -3/6.' PENETRATION P4 CENTER OF STUDS 014 SMS 0 12' 0 C BETWEEN TRU3S(S •2l'O.0 SZE HON. SEPARATION FROf1 GLASS SCHED -� THREE I / 000 LAG SCREWS W/ 2 -1/4' 1 ENec0. • IL' O.C. MAX. PLACE ONE FASTENER THRU HEADER r• CR 1 6' 062 CONT. ALUM. TAIL (6063 - TAI SCALE 3" . 1' -0 — FASTENER, SEE ANCHOR S{N(DUIE REFERENCE CONNECTION TYPE 1' (L)SE RENIOVASL( ANCHORS F OR CNRECT FOUNT ONLY 6' Cat 12' 0.C OVT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TCP L SOTTO) EXISTING CONCRETE, HOLLOW BLOCK, OR 4/000 FRAMING (SEE ANCHOR SCNEOULE BASED ON TYPE Of STRUCTURE) E1'6t0, (Ty'. ) WALL MOUNT SECTION (DIRECT MOUNT) SPLICE DETAIL FOR BAY WINDOW APPUCATIONS SCALE 1 -1/2' • r -0' 0 ;MAX. 0E1I0N LOAD • 56 3.F ) 4/000 ROOF TRUSS OR FRAhtNG HEH1ER ul 1 STUCCO FINISH OR PL rW000 SOFFIT - ACCESS r•LE (TYP) 0 CONT O ALT. SOFFIT CONNECTION DETAIL O SCALE 3" • 1' -0" X l ALUM. TUBE I/ 4. MAX 1. EM6tp (TY 1 / .16 — EXISTING CONCRETE. HOLLOW 134.0CX OR 4/000 / RA.111144 (StE ANCHOR 1a SAVED ON TYPt OP STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REERENC/ COt•.r..itcT1ON TYPE / © CONT SEE HON. SEPARATION FROM GLASS SCHEDULE NOTE THIS OETArt HAY 6E USED AT TOP OR BOTTOH CP PANELS. O WALL MOUNT DETAIL L SCALE 3' • t' -0" 2 - x S - x V.' ALUH. PLATE (6063 -T6) 1-4S10E EACH SICE. FASTEN W/ BM 12 SHS OR 3/'6 POP RIVETS EACH SCE AS SHOWN r 0 C. 1/ 4-20 MAO -NNE 50LT t WINGNUT w T2' 0.0 FOR PANEL LtNOTNl LESS THAN OR EQUAL TO I04' ANO• 6' 0.0 FOR PANEL LENGTHS GREATER THAN 104' z z < u ^ J z J O W W < J z r- <, W a < Z cc D 0 0 ?C I- V < .n v Z � H N FASTENER, SEE ANCHOR SCHEOULL REFERENCE CONNECTION rrPE ® SOFFIT CONNECTION DETAIL SCALE 3 • 1' -0" APPROVED AS COMPtYING W1TH THE SOUTH FLORIDA BUILDING CODE qq DAT , f 0 A� t 2 D r 1BQ- BY _ PRODUCT COCTROt DIV!S'CN BUILDING CuDE COMP! :, ACE ACCEPTANCE NO. 7 v ' D Q 3 Al 0 ; U CU • r z� r I N < r u O 7 0- A. Cr a V Uj 0 i0, u N O • a Q 0 o I r a N 7 m J I W 4 v 1 n NI o E ,. ° IWI a _ z Ir I j r < Ia _ P V z Q a 'a O 0 9 I O 4/ M z 2 W ., • 1 z, N ° o L?! 1 cc emmigazioneamm : 1- I .: I L1 • 96 -110 • 1 . 0 1999 04a 72../ r •-' °y i Ai 401'20 "C deluge er s (cn•cn•a or A( VAK U GLASS 0A 000A 2 x 2' x.013' ALUM. ST1JO ANGLE 3 /4' PLY W000 O4AX D( S1Y4 LOA0 . 72 PSF) 0 U "PASS TNRU" DETAIL u ( r • r -r I l� //NO /At1 ♦ i r x Vf CONT. ALIA1. TU4C (6043 -T6) F AX. 1/r TILE N.SN MATERIAL 1/4 - • RAWL CALK -l4 0 6' O.C. WITH 7/r Net CMS. N C ONC OR NOLLO4 KOOK OR 1 /L LAO SCREW • tr 0-C. %..e/ 1- V 2' F•N. CHe. W W000. 1/ U 2 - • THR SOLT 0 12 O.C Vl - • RAWL CALK--46 • 12' 0.C. WITH 7/• HK CM, 46 CONC. OA -__,L; 1 HOLLOW &LOCK OR Vl - • LAG SCREW \ • 24 0.C. W/ S-1/2 Ole. IN W000 ® r x 2 x 1/r COKT. ALUM. Aw. L1 4443- T6 L - AX. I — NOM - STRUCTURAL FINSH MATCR1AL 6RKX CR '4000 -- /ASTCMR, SEE ANCHOR I SC} #DUCE SASEO ON TYPE CONNECTION - Tr?[ 2` I_I ! 7 1/r MTh 1 VA' MAX. I I l a_ it Z -L WALL MOUNT ® SCALE 3 1' -0 1/1 -20 S.S. BOLTS N/ '4INONUTS • MK)SPAN OR S O.0 HAX, ITYP) O , ANOLC MAY V O ALT. CORNER DETAIL SCALE 3 . Y -• — r a 2 .0 T23 CONT. T O 4 " x x 0 . 1 2 S - 4 0 4 3 - T 6 AL UM NUH ALL 0Y 0 :t SAG( OALY, STEEL ANGLE 1/2 6' 6 1/2 L 1/4• -20 STUO INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1 /r - Y -0' - 3 /S HOLE FOR IASTEN•10 PANEL 2' x 2" ALUM. STUO ANGLE O FOUR 1 /4 RAWL CALK -W ANCHORS W / 7 /S MP/ EMet D. _ IN CONC. 0 L' 0 I-1/2- f INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N,r S. PUNC71 HOLES .N AOJAC ENT PANELS TO RECEIVE THK BOL PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FR01-1 THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE 3- . 1' -a- SCALE 3 • /4 . o, 2 x I- x.013- 1- ST UOOCD ANGLE Z W/ 114 -20 STUDS r L 4I 3NUTS 0 12" 0.C 1/4 -20 MACHR.4E SOLT ANO NUT 12 - O.C. s.. z' (MAX. 0ES16N LOAO . 72 PSF) 1/6 • RAWL CALX -IN • 4" 0.C. W/ 7/6 MN. CND. INTO CONC. 0R HOLLOW el-LOCK. \- Q 2" x S x 1/1 CONT ANGLE 6061 -T6 ALUM. NOTES, THIS DETAIL HAY 6E USED AT TOP OR SOTTOH OF PANEL. EDGE MOUNT DETAIL x 3 x 1 /4 ALUM. ANGLE - 1 / 4 -20 STUO NUT • 6 0.C. - 2 x 3 x 1/6 AL UT—It/NUM ANGLE A.cRI{ED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE CATE (I A PROJUCT CO,_ DIV,S O 1 EUILDiNG CODE COMPLAN'CE OFFICE ACCEPTANCE 'J0.1 V - I 10 • 0 3 X, CU z I Zui 2Q , 2 , 1 IJ �Q sEDO 10 ,C ORAWEINIMffillinsmin 96 -110 •M•f L of . CO All Ant % 2• 2' r 2 - %4' 2" % S" O.OSS" 6443 -T6 ALUM. TUBE FAST(Nv(R, SE( ANC-10R SCh(0VL( RtFEREMC C C06'l+C; Poo* -TM 1 • Suu 3 • 1• -0 sl (XISTRW C0HCALM IV Y HOLLOW 114.,0C4. OR 4000 Y z r PR *$4 CS(I At6[}IOR O+ / Y • 4' Y SCHEDULE BASED ON TYPE • S' OP SI RUC TUURE2 —T I O HEADER MOUNT DETAIL Y SCALE : 3 • r -o L Z = I 1 ~ J z J d - - 4 Ji Z 1 4 / ■ Z 2 J • .,. a < - U I - N I N 41 v �-- Y % Y % .093" STUDDED ANGLE 1 /4 HACNI+E SOLT•6' 0.G MOM TrPS OCT•II. HA S( VIED AT TOP OR 307 TON OF PANEL yr MAX. 2" x 2" ALUM. TUBE BUILD -OUT • 0.053' 6•0111 -T6 ALUM. Tu4 FASTENER, SEE A.-CR SCHEDULE REF CRLNCE CONNECTION TTTE VA' MAX. z CON T. z d 0 J V z Z J � I < j • 0 O 1-w X N Y < I V Li E I r — 2 %2 %.093 STUOOCO ANGLE 1/ % 3/4 TEX SCREWS CR 1/4 -20 BOLT ANO NUT 12 O.C. STACSGER(D (TYP. TOP *NO BOTTOM —� 2" %3 2 • 4 % 1/6 2 6463 -T6 ANGLE FASTENER, SCE ANCHOR SCHEDULE RCFERCNCE CON NECTION 'TYPE Y — ENB. — l/ - 20 HAC•* 504.,T L W04GN4...4 T � 12 O.C. OR • 6 0 C FOR PANEL LLNaTHS aRCATER THAN ro4 ITYP. TOP L BOTTOM) CXISTrNO CONCRETE. HOLLO4/ BLOCK, OR W000 FR AHtNG (SEE ANCHOR SCHEDULE ASCE) ON TYPE , OF STRUCTIJRE) EMeEO. // 1-0/ 2' YMN. • 1/4 -20 ST1.10 L WINGNUT, PANEL PANEI TO ANGLE CONNECTION • 12 0.0 2 -1/2 Q CONT. CONT. i / O Z ALT. TRAP MOUNT DETAIL SCALE : 3" • 1' -0" 2 < .- H Z 1 Z J Q -J V < J 2 J a Z ( F . 0 a W • A < ✓ v N ` N L ' NON-STRUCTURAL NOTE: T) DETAIL MAY BE VS£0 A TOP OR BOTTOM OF PANEL STORM PANEL BUILD -OUT SCALE r . r -o' - EXIST'G CONCRETE. HOLLOW 8LOCX, OR W000 * FRAJ*r3 (SIC ANCHOR SCT' SASLO ON TYPE 0r STRUCTURE) ¶I4 RAWL CALK -W • l 0.0. W/ 7/1' M!l O - 1NC0. iN CONE. OR HOLLOW BLOCK - 1/4 -20 MACHINE BOLT L WINGNUT•TY O.C. OR • 6' 0.0 FOR PANEL LENGTHS GREAT CR THAN 104 ITYP, TOP L BOTTOM) - 1;4 2" % 2' . 013 - STUD ANGLE F �- AFP3OVEO AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE IA e DAiE � 9Y 19 /' ��- PRODUCT CON ROL DIYS,ON 3U1D1;tG CODE COHPH ;NCE OFTICE ACCEPTANCE N0. _ YJ ' 1 1 ! Q '0 • CU z I � I< O i I • CO U r Z t> w z 0 I " I LL N Z I — ] Q . Q U N • z zm— (L Q 0 IOO Z o Iv vl L/ < 2 Jr 96-110 EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX, (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5 -6 (SEE NOTE 1) SPANS UP TO 7' -6 (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 OOOM 48.0 12 12 11 12 12 12 12 8 12 11 12 9 6 12 Pi UUtl11111U1flII1h► 1/ ." WOOD LAG w/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PERPENDICULAR TO PARALLEL OR WOOD GRAIN 62.0 12 12 9 12 12 12 11 6 12 9 12 8 5 12 IL- 72.0 12 12 7 12 10 12 8 5 12 7 12 8 5 12 92.0 12 9 6 12 8 12 8 5 12 7 12 8 5 12 7 1 200.0 12 II 9' 7 12 8 5 12 7 12 8 5 12 48.0 12 12 i 12 8 12 12 / 12 5 12 4 ' , 12 62.0 12 12 i 12 6 12 5 // 12 4 11 4 ' 11 7/16" 0.0. BRASS BUSHING 'W/ 7/8" MIN. 72.0 12 8 ' • 12 5 12 4 <'.' 12 3 11 4 ; • 11 PENETRATION 3r 1/4 - 20 MACHINE SCREW 92.0 12 4 ,, 12 4 11 4 j . 11 3 11 4 - 11 200.0 11 4 • 11 3 11 4 11 3 11 4 / '' 11 1 r' * aut issay. 48,0 12 12 12 12 12 12 12 12 12 12 12 10 10 12 * 1/4'9 ELCO MALE/ 62.0 12 12 12 12 12 12 12 11 12 10 12 9 9 12 FEMALE "PANELMATE" W/ 1 MIN. 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 - 7/6" PENETRATION s 1/4 - 92.0 12 10 10 12 9 12 9 9 12 8 12 9 9 12 SIDEWALK BOLT 200.0 12 9 9 12 8 12 9 9 12 8 12 9 9 12 ANCHOR SCHEDULE FASTENER MAX.AUM SPACING (INCHES) RECKARED FOR VARIOUS DESJGN LOADS AND SPANS LOAD (W) PSF MAX. (SE CONNECTION NOTE 1) 9 12 4 7 4 1. 8 11 11 10 10 5 1. 12 12 8 8 8 8 12 12 12 12 1 1 1 1 12 12 12 12 12 12 12 12 12 cc 03 09 / 99 1 5 :R ANCHOR TYPE 111' 11111111111111111111 %111111 *> 1/ ITW TAP(ON W/ 1 -3/4' MIN. EMBEDMENT SPANS UP TO 5' - (SEE NOTE 1) TYPE 1 2 3 4 5 1 48.0 12 12 12 12 12 12 62.0 12 12 12 12 12 12 72.0 12 12 12 12 10 12 92.0 12 9 10 12 8 12 (Lar1 1.000 P. B. L CONC TF1 200 0 12 8 9 12 7 12 MIN. 2' EDGE INSTANCE SPANS UP TO 7' - 6" (SEE NOTE 1) TYPE SPANS UP TO 10' - 6' EE NOTE 1) CONNECTION CONNECTION TYPE SPANS UP TO 5' - 6" (SEE NOTE 1) TYPE 2 3 4 5 1 2 3 4 5 1 3 4 5 12 12 12 11 12 9 10 12 8 12 ® 12 12 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 8 9 12 7 12 8 9 12 7 12 9 12 12 8 4 6 6 12 12 12 MIN. 3' EDGE DISTANCE 12 12 SPANS UP TO 7' - 6" (SEE NOTE 1) CONNECTION CONNECTION TYPE 4 S * cosOmorffsp. 48.0 12 12 12 12 7 12 12 8 12 5 • 6 12 4 12 12 12 12 8 't 'I. 62.0 12 12 9 12 6 12 5 4 . 5 11 3 12 12 10 12 6 1 / 4 '• ELCO MALE/ FEMALE "PANELMATE" W/ 72.0 12 8 8 12 5 11 4 3 11 3 12 9 9 12 5 1 - 1/4 MIN. EMBEDMENT L 1/4 - 20 SIDEWALK 92.0 12 4 6 12 4 11 4 3 11 3 12 4 7 12 4 BOLT (MN_ 1.000 P..1 COINOR - r 200.0 11 4 5 11 3 11 4 3 11 3 12 4 6 12 3 * 48.0 12 12 12 12 12 12 12 12 10 • 12 812 12 12 12 12 44 62.0 12 12 12 12 12 12 m 9 12 �D 1 2 7 12 12 12 12 12 1/4 POWERS CALK 72 0 12 12 11 12 11 12 8 8 12 �D 12 7 12 12 12 12 12 W/ 7/6" EMBEDMENT L 1/4 -20 STAINLESS 92.0 12 9 9 12 8 12 8 - 7 12 8 12 7 12 12 12 12 10 STEEL MACHINE SCREW (*V. 3.000 P.S.I. C0 *1F) 200.0 12 8 8 12 7 12 8 8 ® 7 12 p 8 12 7 12 10 12 12 9 . 48.0 12 12 12 12 8 12 12 10 ® 5 12 0 7 12 4 12 12 12 12 9 ■ 62.0 12 12 10 12 6 12 7 ® 4 11 6 11 3 12 12 12 12 7 1/4 "o POWERS 72,0 12 8 9 12 5 12 6 ® 3 11 6 11 3 12 10 11 12 6 ZAMAC 6 12 5 12 12 12 12 11 6 12 12 12 12 12 NAIL -IN w/ 1 -1/8' 92.0 12 4 7 12 4 11 m 3 11 6 11 3 12 5 8 12 4 MIN. EMBEDMENT 0.414.. 3000 P.91 'r 2 0 0.0 11 4 6 11 3 11 4 - 48.0 12 12 12 12 11 12 12 - - -1 62 0 12 12 11 12 8 12 8 i/4'• ITW RED HEAD 72.0 12 12 9 12 7 12 6 7 5 12 7 12 5 12 12 12 12 9 12 7 OYNABOLT ANCHOR w/1_1/8' 92.0 12 6 7 12 6 12 S 7 5 12 7 12 5 12 8 12 12 7® MIN. EMBED. (kw. 3.000 P.5.L 1F) 200 0 12 5 7 12 5 12 5 7 5 12 5 7 12 5 12 7 11 12 6 12 7 48 0 12 12 12 12 7 12 10 9 5 11 4 6 11 312 12 12 • 12 7 12 10 - �TmmmmA` - - 62.0 12 12 10 12 5 12 5 7 4 10 3 10 3 12 12 10 12 S 12 5 1/4'• ASHLEY QU 72 0 12 7 8 12 4 10 3 10 3 10 3 ©� 3 12 7 8 12 - 4 10 3 6 10 3 10 3 6 KK - SET SCREW WITH 1 - 1 /4' 92.0 11 4 6 11 3 10 3 10 3 10 3 6 • 3 11 6 6 11 3 10 3 6 10 3 10 3 6 MIN. EMdECMENT (��3w0 TLO 200 .0 10 3 5 10 3 10 3 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 0 3 6 F+ 4 8.0 12 12 12 12 12 12 12 12 12 12 12 9 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 y 62.0 12 12 12 12 12 12 12 10 12 11 - 12 10 9 12 10 12 1 /4'• POWERS + _ OROP_IN L 1/4 -20 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 , 12 12 SIDEWALK BOLT (3 /4 " -a HfA0) W/ 1 -1/4 ' 92 0 12 12 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 M ,N. EMaEDMENT ^ -. - O.at 3.000 P.31 TE) 200 0 12 10 9 112 10 12 I10 9 12 10 12 10 9 12 0 12 12 12 12 12 12 1 12 12 12 12 12 12 12 12 12 12 12 12 12 2 12 12 kS SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE 1 12 i12 �a0 ® ®® 12 10 0® ®® 12 ©® ® 12 8 IBM [Mil 8 4 ® 4 3 12 3 3 1 I f Ii : 2 1C 2 1 12 0 12 10 ®® 9 I 112 2 9 6 12 5 12 4 12 4 12 4 12 10 12 ® 8 12 7 12 6 7 12 7 12 6 6 12 7 12 6 5 12 7 5 11 4 4 10 3 12 2 3 4 5 7 11 12 6 6 11 3 6 10 3 12 10 3 10 3 10 3 12 12 12 12 12 12 12 12 1 1.Z, _12 8 8 8 4 3 3 8 111,214 *10 DESIGNATES ANCHCRS '.-WHICH ARE REMCvABLE BY REMOVING MACHINE SCREW r NUT CR WASHERED wlNGNUT REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (p 6" O C. OR 12" 0 C MAX. SPACING ONLY SPACINGS SHALL NOT EXCEED DAC_ � �- CF KEYHOLE SLOT CR KEYHOLE ',HASHER E i �iA� � 0 g �_�J VALUE SPECIFIED IN ANCHOR SCHEDULE LOCATE FASTENER IN NARROW PORTION r J J 7 / 9t 11 M �+ 4 -20 TRUSS HEAD BOLTS AY BE USED ?,, °,000C? CO. 0L J,VI I �1 �J KEYHOLE 'MASHERS ARE USED 3u:LL'111; C:2T3E COMPt A,HCE OFFICE 1CCEPi„CE ,N) 1 I D. 03 ANCHOR SCHEDULE FASTENER ,MAXIMUM SPACING (INCHES) REOLJRED FOR V ARJ ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR ','/ODD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PRCPER ANCHOR TYPE BASED CN TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHCRS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5. MINIMUM EMBEDMENT AND ECGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS '.^/000 FRAMING, WCCD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN 'ENTER OF NOMINAL 2" x 4" (MIN ) WOOD STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR 'WOOD FRAMING W000 STUD SHALL BE "SOUTHERN PINE" 0 =0 55 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILL :PS PAN HEAD OR HEX HEAD 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT CF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A RAN HEAD, TRUSS HEAD OR WAFER ME AD'SiCEWALK BOLT;, U 0 N DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �N LIEU OF 1/4 -20 S ;CE'.JALK BOLT ;F ,PE • C. i PRr,.SfS :X�hC r,-,g 96-11 an.. r 6 o r 1 PI 01 ui >.; a 1 alliwismicarailasi 0 1999 Ol /22i X41 • draw, OY ( ♦f rOTtO r, 'a. «a.+ or cn.c..o en vM ANCHOR TYPE 111111111111111111111111111111 1/4 - • IT1./ TAPCON W/ 1 -1/4' MSN. EMBEDMENT 1/4 "• ELCO HALE/ FEMALE 'PANELNATE 1 -1/4 MIN. EMBEDMENT L 1/4 - SIDEWALK BOLT * 1/4'• POWERS CALK -IN W/ 7/8' EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW V 1 /4'41 POWERS ZAHAC NAIL - IN W/ 1_1/8" MN, EMBEDMENT * fir �1 1/4'• ITW RED HEAD OYNABOLT SLEEVE ANCHOR W/1 - 1/8 - P'1IN. EMBED. nt71,o /an 1/4 -• ASHLEY 11 VKK -SET SCREW WITH 1-1/4 - KIN . ETNSED•-!ENT ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUI ED FOR VAPoOUS DESIGN LOADS AND SPANS LDAC (W) PSF MAX. (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) CONNECTION TYPE MIN. 2' EDGE DISTANC SPANS UP TO 7' - 6 " (SEE NOTE 1) CONNECTION CONNECTION 72.0 11 92.0 8 200.0 7 48.0 12 £.8.0 12 12 9 12 5 12 8 7 12 3 8 3 5 8 r; 12 11 12 6 9 8 12 4 62.0 12 10 7® 4 9 3 5 9 3 7 /,, 4 7 '- 2 11 9 12 4 10 1. 6 10 3 r /' r- • �_ / 7 � ;' 4 7 12 6 7 12 4 9 3 5 9 7 j, 9 3 6 9 3 8 3 5 8 !,, / 4 0 /, 7 ,, 4 7/. 8 3 5 8' 8 3 5 8 f, 62.0 12 72.0 12 8 8 92.0 12 4 6 200.0 11 4 5 2 3 4 5 1 2 3 4 62.0 12 9 7 ® 4 9 3 7 7 72.0 10 5 6 92.0 8 3 5 200.0 7 4 48.0 12 12 8 ® 4 9 62.0 10 9 6 10 3 7 72.0 9 4 5 9 / 6 92.0 7 4 7 6 200.0 6 , ,' 3 6 48.0 12 12 12 12 7 12 62.0 12 12 10 12 5 12 72.0 12 7 8 12 4 10 92.0 11 4 6 11 3 10 200 0 '0 3 6 10 3 '0 12 8 4 5 3 11 4 5 48.0 12 12 10 ® 5 11 7 7 7 TYPE 8 5 7 i 7 5 12 4 5 6 4 11 4 4 5 3 11 4 11 3 8 3 11 4 3 11 4 SPANS UP TO 10' -6" (SEE NOTE 1) 4 8.0 12 12 10 ® 6 12 10 7 5 11 4 5 11 62.0 12 12 8 5 12 5 5 3 10 3 4 10 72.0 12 7 6 4 10 3 5 • 3 10 3 4 10 92.0 11 4 5 3 10 3 4 10 3 10 3 4 10 200.0 10 3 4 • 3 10 3 4 10 3 10 3 4 10 3 5 TYPE 5 8 3 5 9 7 /.. 4 7 SPANS UP TO 5' -6" (SEE NOTE 1) CONNECTION TYPE 2 3 4 5 0 2 3 4 3 12 12 12 12 3 12 12 12 12 3 12 9 10 12 3 12 5 8 12 3 12 4 7 MIN. 3 - EDGE DISTANCE 5 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 2 3 4 5 6 12 4 12 12 12 12 8 12 12 10 12 6 11 3 12 12 10 12 6 12 5 8 12 4 5 11 3 12 9 9 12 5 12 4 6 12 4 5 11 3 12 4 7 12 4 12 4 6 12 3 5 11 3 12 4 6 12 3 12 1. 6 12 3 8 12 12 11 12 6 6 12 6 9 12 4 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 12 12 5 12 4 7 12 4 12 4 12 1. 7 12 4 12 12 4 12 4 7 12 1. 12 14 5 8 4 7 4 7 4 7 7 12 12 12 12 5 12 8 9 12 4 9 3 6 SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 9 3 6 9 3 8 3 5 8 8 3 5 8 8 3 5 8 8 3 5 8 12 4 12 4 12 4 12 4 12 4 9 3 12 11 9 12 4 10 4 7 10 3 8 5 8 7 � ; 7 ji, 4 7 F 11 6 8 11 3 8 3 6 8;.' 8 5 8 4 7 7. 4 7 9 3 6 9 3 8 ; 5 8 8 1. 5 8. . l 4 7 ; 7'; 4 7 8 .' 5 8 r . 3, 5 8 < ' 8 , 5 8 l L j 6 6 9 3 7 2", 4 7 . 12 12 12 12 5 12 8 8 12 4 8 3 6 8 3 4 7 6 i. 3 5 12 10 9 12 4 9 3 6 9 3 8 r 5 8 r ` 6! 6. ", 3 6 11 6 8 11 3 8 • 5 8. 8 5 8' 6 ,. . 6 3 6 8 3 6 3 8 5 8.' 8 5 8� 6 . 6 3 5 / 8. 5 8' • 3 r 5 3, X 10 9 12 5 11 4 6 11 3 12 12 12 12 7 1 2 10 9 12 5 5 7 12 4 10 3 6 10 3 12 12 10 12 5 '2 5 7 12 4 10 3 _6_1_0 3 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 3 6 10 3 10 3 6 '0 3 11 4 6 11 3 '0 3 6 10 3 10 3 5 10 3 3 6 1 0 3 1 0 3 6 10 3 10 3 6 1 0 3 '0 3 6 10 3 10 3 j 6 10 3 6 3 8 r 5 8 ;, 11 4 5 11 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR Ot T tRMININ( ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND ECGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHER EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY . FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE CF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 3. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CR WAFER HEAD (SIDEWALK BOLT), U 0 N DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES *10 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR `WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6" 0.C. CR 12" 0.0 MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER W NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER 11. 4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK 30LT IF KEYHOLE WASHERS ARE USED APE'_ AS SC'r1PLY'N , NTH 11 -'5 S riTH 0,604 3L' LDING 0:9E DATT _f �p obi ?coo•. :, 00. %T..OL GII' c , SN ._-..,5 000E 0DMPLA60E „; F!0: ACCEP7ANNCE No 9 ' - r 1 l 0 0,3 < r a • N Z cc 0 r ; P LL Effillitieloistimiffersa I U 2 O < .U N N Z Z m� w 2 �. . "0. 96-110 ,n..,., . 7 of • .. < •. • c r� v� % ZZV' 1 ❑L _ c //� . .) 3:1 9 3 a. l � ".l. •t ..OTTO 1 ■•C a...y. o-i cn.ck.a cy J R V A< 3 45.0 9 - 8 50.0 9 -5 60.0 8 - 9 6 .0 - 65.0 8 - 5 70.0 7 - 10 72.0 7 -7 75.0 7 - 3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 1500 3 - 8 1600 3 -5 170 0 3 - 2 180 0 3 - 0 190.0 2 - 10 200.0 2 - 9 T A B L E 1 STORM PANEL SPAN STORM PANEL SCHEDULE NEGA TIVE DESIGN LOAD W (PSF) 30.0 35 0 40.0 FOR ALL MOUNTING CONDITIONS L MAX. (F - IN) 10 - 6 10 - 4 10 - 0 T A B L E 2 NOTE$ POSITIVE DESIGN ACTUAL SHUTTER LOAD(W) SPAN (PSF) (FT - IN) 30.0 40.0 600 70.0 10 4 - 0 5 - 0 7 - 0 8 - 8 10 - 6 3 - 0 4 - 0 5 - 0 7 - 8 - 3 3 - 4 - 0 1 2 5 - 0 7 - Q I 2 8 - 8 9 - 0 3 - 0 4 - 0 5 - 0 6-0 I 2 7 - 0 MN. SEPARATION FROM GLASS SCHEDULE MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR NO BAR 2 2 2 2 3 2 3 2 3 2 3 2 -1/8 3 3 3/4. 3 -3/4 2 3 2 2 2 -3/4 3 2 3 3 3 3 2 3 3 3 3 2 3 2 3 2 3 3 3 2 3 3 2 -1/2 3 3 -3/4 3 -3/4 2 3 9- 5 1 3 -3/4 3 -3/4 3 -3/'. 3 -3/4 3 -3/- ENTER TABLE 1 WITH , NEGATIvE DESIGN 'LOAD TO DETERMINE MAX PANEL SPAN POSI' LOADS LESS THAN OR EQUAL TO THE NEGA' LOAD ARE ACCE 2 ENTER TABLE 2 '.vlTN POSITIVE DESIGN -„ A 2 TO DETERMINE MIN SEPARATION FROM ASS 3 FOR DES LO /.DS BETWEEN TABULA'ED .ALuES. USE ,NEX HIGHER LOAD CR L!NEAR 1 NTERPCLA 1 N1AY BE USED rC� DETERMINE ALLO'IABLE SPANS MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NO BAR 1 - 1/8 1 -1/4 1 -1/4 1 -1/2 2 -1/8 3 - 3/8 1-1/8 1 -1/4 1 -3/8 1 -5/3 2 -1/2 3 -1/2 1 -1/8 1 -3/8 1 -3/4 2 -3/4 3 -5/8 1 -1/8 1 - 1/4 1 -3/8 3 1 -1/3 1 -1/4 1 -3/8 1 - 7/3 3 AS COMPLY∎ "!G SCLTH F BUILDING CODE DAT- 7I + _D f_ oy -J CDI` IRCL CI'r'S 2 UI; ✓''LNG 202E CGMPL.ANCE C HCE CC. CE NO. 'lir r z z 0 4 O N J 0 J T LL u N z z a a < w � 1 N � P 0 0 N z W I a, 0 ' N l N la T .4 a I_' a I N o • Z - iY x a < P 4- 0 e > • o c R • ra n Q •. • - 0 � T .1 s ROILIZ rH 1 G4t�f E 5 :K,+� . f > c sc 0 )0'7963 '(10 1999 x /22 Or5 ' 41 ▪ S -0TLO '< d. s-'Dy cn.c■ td b, -JR v,« 96-110 r