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"• --. s • j / / 4-.- , , //,..,,,•,,, , • ,.. ,..:, -.,-- \\\:.-...:.---,\ ‘ \-_-__:,=•_.--..----;‘, A \ \ s.,.: \\••,_ . \ `---, • ..-'.:',': • s ---,...._ ‘• „• , . „ ton l Regigter of Ibigtoric • fitaceg r / 1 'fb• I, • ; „ • . ' '•/ ; / . • • ; 1 \ • •• •; \\•'•• ' " . • , / : • • • • • • . : • „ • ' 1 , . • ' • \ • 4 --• ( 7' ) " •• (1 7/4"/:'''; . '''''• • •'"BY'• THE (- - --- - - - / NATIONAL 'PARK .SERVICE :DEPARTMENT 0 ! ) /W. WASHINGTON /",-- ;; .-2,2); 71 (7 • ; ))! ! t • k , < ' • ` I ; • ,.; • • \ . • I i• „ ourtrat - umber Intl:ant un re n • • , , Plf.% „.--2 • t if • . , • L ; 1;1 • . - \ I "; • \ '•-•••'"–•••• 1 1 1 ( 1 ' ' r , 1 / ,.• , i ; ";-/;. ' \ ` \:••••'. ‘• • \‘'• • . • /2 ) ) / ) ) ) - • `,;.‘k '•■• •;;, • •;-- v.A • 0•47 / 1 • I o N' r ( ( ' .„„/ ,'••••• / ••• ) ) ./, 1/ ; ( 1 .//' • • '',V.;; \ • F, THE INTERIOR •• • . SECRETARY OF STATE ,/ / STATRIII -.70Z f, • \ \‘‘, \ '• ... • ..._---- ICER \.■'"-- ---s , s . . , • .... -- .- -. . '.k-.4-1.....7 i7=c3., ) ,„_...4... ., -- ...,.,,_ 0 :: , .--:'.--e.,--, , ,. „,,,„.::.,_ ..-- . i •Z•: ' ... ' AC ' . • • • .-PROJECT NAME: AND ADDRESS: \0 5CpJ 71q\_) 12- - , 6gAIvPI; tb S"j I, cR T BUILDER: 42. 2"( 1 PERMITTING OFFICE: i�lAV S1' 7 CLIMATE ZONE: 7I 18 �9 M {•�} i-1 S p �j OWNER: �S7 G1 1� PERMITNO.1 11 I I i i 1 JURISDICTION NO.: 2.1 312.16100 r 1 1. Renovation, Addition or Manufactured Home 1 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 1 5. Predominant eave overhang (ft.) 1 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 19. Floor type and insulation: a. Slab on grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R• value) 10. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R•value) I 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 11. Ceiling type and insulation: I a. Under attic (Insulation R- value) b. Single assembly (Insulation R•value) 12. Cooling system' (Types: central, room unit, package terminal A.C., none) I hereby certify that the plans and specif compliance with the Florida Energy Code. j�� PREPARED BY: L L . A • SI 1-1W A �• tr" fit' DA . I I hereby certify that this building is in compliance with the Florida Energy Code. L OWNER AGENT: DATE: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -93 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions and Renovations Department of Community Affairs I Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use 01 Form 6000.93 for additions of 600 square feet or less, site- Installed components ,I manu h and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008.93 or 600A -93. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feel or less of conditioned area). Prescnpt ve requ�remenls in Tables 6 0. 1 , 6 C - an d 6C - apply components of the addition, not 40 the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces - must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30 °4 of the assessed value of the budding) i Prescriptive requirements in Tables 6C•1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES ANO BUILDINGS Only site - installed components and features are covered by This form. Please Print CK 13. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, room or PTAC, none) 1 14. Air Distribution System': a. Backflow damper or single package system (yes/No) b. Ducts on marriage walls adequately seale ( Yes/No) 1 15. Hot water system: (Types: elec., natural gas, other, none) • Pertains to manufactured homes with sit 1. 4 �N ltN 2. YAi" 11 3. 4. 5. 0 6. 1 Single Pane Double Pane 7a. �X1.9 N. sq. ft. sq. ft 7b. sq. ft. sq. ft . 8. ulA 9a. R= sq. ft. 9b. R= ? LS1Q sq. ft. 9c. R= ---- --- sq. ft. 9d. R= - sq. ft. 9e. R= - sq. ft. E_(11 10a -1 R= _ I 10a -2 R = 't'(�;3 10b -1 R= - 1& c.;`f WALL sq. ft. 10b -2 R= x r WALL- sq. ft. 10c sq. ft. sq. ft, 11a. R= ? tiq).ti) sq. ft. 11b. R= sq. ft. 12. Type: �• SEER/EER: l(9 s 0 13. Type: HSPF /COP /AFUE: 14a. N /A 14b. 15. Type: b'ECVIZ IG EF: a7e) Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553 908, F.S. SUILOIN0 OFFICIAL: DATE: _ Concrete Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry Under Attic Single Assembly; enclosed Single Assembly; Opened Common, Frame Slab -on -grade Raised Wood Raised Concrete Common, Frame In unconditioned space In conditioned space MINIMUM INSULATION R -5 R -11 R -19 R -11 R -3 R -30 R -19 R -10 R -11 No Minimum R -11 R -5 R -11 R -6 No minimum COMPONENT Electric Resistance Heat pump - Split - Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil Electric Resistance Gas; Natural or L.P. Fuel Oil MINIMUM EFFICIENCY SEER = 10.0 .SEER = 9.7 EER = 8.5' ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7' AFUE = .78 AFUE = .78 EF = .88 EF = .54 EF = .54 EQUIPMENT Central A/C - Split -Single Pkg. Room unit or PTAC BLE 6C•1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOVATIONS TO EXISTING BUILDINGS A1 SITE•INSTALLED CGMPONEN1s Or m ur. * ' ' . ; i INSULATION INSTALLED f7C1,s rn J See Table 6-3, 6-7 TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to door area allowed is selected by type. overhang length, and shading coetticient Maximum% = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 50% Installed % _ UP TO 20% Single OH - SC 1'- 1.0 0'- .86 Double OH -SC 0'- .90 UPTO30% Double OH - SC 1' .90 0'- .70 Single OH - SC 2'- 1.0 1'- .86 0'- .65 UP TO 40% Double OH - SC 2 .90 1' .70 0'- .50 Single OH - SC 3 "- 1.0 2 "- .86 1% .65 0'- .45 Single OH - SC 4'- 1.0 3'- .86 2'- .65 1"- .45 0'- .35 Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. GENERAL DIRECTIONS 1 On Table 6C 1 indicate the R value of the insulation being added to each component and the elfic,ency levels of the equipment being installed. All R vek.es and efficiencies installed must meet or exceed the minimum values of at nOn• listed, Components and equipment neither being added no renovated may be left blank. 91 vertical glass and addreo the previous total. When glass e o condioned er is be n r a moved enclosed by the addition an equall o the total area of th s glass may be acted d e ass area ass rs and glass 2. Divide the y the t e glass 4 area (Sint a by the or Double pane) and area he overhang ( paired with by 100 to get the a shading coefficient (SC). a the largest gi n gllass overhang, lithe min mum shading en 1 falls on is s d Prescriptives are given by Actual glass y tdo tree previously us (ng m�meet there uirement for one d options n the glass percentage categ indicated The do riot (OH) distance s t measured perpendicularly it mM coefficient lace ol i the glass o a directly funde glass ne outermost edge u q of the overhang 3. RENOVATIONS does not xtend further Bran 8 fe the overhang. s Glass renovated glass type and shading Coefficient may be used for meet this cntena musts be either single -pane tinted. double pane under al least a two double -pane tinted overhang and whose coves 44 Complete the information requested on the lop half of page 1. S. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C - and check all applicable items. 6. Read. sgn and dale the'OwneriAgertf certification statement on page 1. Double OH SC 3'- .90 2'- .70 1 " -.50 0'- .40 TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS Exterlor Joints & Cracks Interior Joints & Cracks Sole & ' ales Infiltration Barrier Fireplaces Exhaust Fans Combustion Heating Water Heaters Swimming Pools & Spas Hot Water Pipes Shower Heads HVAC Duct Construction, Insulation & Installation HVAC Controls SECTION 606.1 606.1 IT: 606.1 606.1 606.1 606.1 612.1 612.1 612.1 612.1 610.1 607.1 CHECK REQUIREMENTS To be caulked, gasketed, weather- stripped or otherwise sealed. All openings in interior surfaces of ceilings and exterior walls must be sealed. error ova Is must e sea e . - r.1TFSi 1 T.T .:.: .. ntiltration earner must be installed in exterior walls & raised wood floors. Fireplaces must have flue dampers, glass doors and outside combustion air intakes. Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Insulation is required for hot water circulating systems, (including heat recovery units) and the first 8' of piping from the water heater (or until piping enters an insulated wall or slab). Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R 6. Air handlers shall not be installed in attics unless in mechanical closets. Separate readily accessible manual or automatic thermostat for each system. .. • t 0 D -33 .0.1\1c 11?) GUJ ea. WA? OV)1-1 fk fA t r i PtiGP-R- W Of' t qk ALUM f We.. z oi,roN) Ivo& &it. W6-ii 14'N mrvx i\el tilt 09 tpi 1.,s4t1,-, i Op alltel rPcitot 0* , tc 'A Teat - But. ! r`-, A „. tiktui:,k1),ei. Y.:. DIA; 0,„ tOi(!, Kit0e4 '(ii bK0.01,tt4f iitti O.P.1.‘, 4 FM1.n 1./26ATIGN ,/ 41 6 iij 0_9 . ft110. 0 Vey to - I 1 8 9 , N J hir:d ( - - -01.1P■ UN -7 ' VC/'r , • `<.; • ;4 .rb N ADCaAL. Afl WY. A kdkirg. tg. 41/5111115 t - _ o o ..A c< „ ` • • 0 .4 CA-.0 4 • • ‘ fta' s rO\ iAtU EA K.- 1 rat ei)11.,t) ?tiA rag M WATter LAccAft -;x TILL V?) t (9 t 1:711■1.- c\ qdkiiW ti - ft( Or C.IL EQ r-tY C6 HAYkYe. Uut. - tt) 1A :k T ......______ = 1i- - .-....:_-_ = - =--..t ...-::-. 2 Vt-A:Nt-A „ - ro '3(k cctkr 1'0 b 1.1t)W rO t:/kietV r44AV)r) tAj 1 T: TQ at1A : . • 444- V■.; gl L • 4 • I t\)or..)u) A t . 1 ) •p4 T I N.f LAM: t.14 1) N. RE R- e."'( - q■J ADD 1 A AccE:fy.:A-vr?_tks_; 0 N Cae- AgEA , • < tfc Pi s)e.- - • • Chapter 36 S.P.S.C. 1992 Version Security & Forced ntry Prevention Sntrance Doors Corni dead latch & dead bolt to comply witlf:41 la(e:1) 3d03.2(b) tton re- movabta hinge Fcencl D'oor • Opera 1 ode . ' • , I11a, c g eh e 'c de , bol . t. Non re- ',, $1Ast,k top & pot4Oil bolt% itith a mliilmuil 1( t o1 ilt0 :, - 11) : . V i 0 ,.N regtovable , 4 ' Gaza ... Door 14.. Ifoxie.',' , : s • : . tio er l ',.o tertiov d,.. a lf 4 cte,Ack bolt pt 6r 3604..0 ( Garde pck)g „ ot7 iAsetrt bolts at 2 oppoolta po.1.4tf3. Sinimuin aogagernent.. , ‘• Windows, Ali ''operable wiridciwi‘shalt have locking devices per 3604. NEW CAL cE, ) g LAN f< OTHEIF (.-)fib( —1 (.201kJ0k1. 1-;3A ?)r 1-ko.;csts 7:4 • t t 3"V Tiz, tts.d AFtA cv fie ••••••••• ' • . 2.1 ALFA ot "4, • , tii)T* 94i tistI(7-=.,e, -1 -r tits htAt-ii 1/4'441 1/2" S.S. LAG SCREW 04'D.0 T WIN •' 6'C.0 .1875' SEE SCHEDULE FOR Min. • • r CLASS Cont. • 1 U!• 1/4'Ix 1 1/2' LAG SCREWS 0 6' O.C. .ra»• Cont. .050' 1 /4' HOLE 0 6' O.C. • DETA9L 2 - INSTALLATION Of , x i " SIQEW4LK BOLTS 0 REMOVABLE- PANEL SCALE: 1' = 1' t/4 1/2 S.S. GIG SCREW 0 4" O.C. 4x8' (Min.) EXISTING W000 BERM REOV STRUCTURAL ADEC;IACY OF EXISTING W00.1 BEAM TO BE CER'1FlED BY REGISTERED ENGINEER ' OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. +) 7/8'/443/32' WING NUT 0 EVERY STUD 0 12' O.C. m 9 2'x8' W000 DECK REQUIRED 4/4"-20, 1' S.S . OO4 4LK BOLTS. W/3/4' SLOTTED HEAL, FIXED jp INTER/OALY REASOYABEE PANED THRU KEY HOLE LF2 O 6' Q.C. W/1/4 -20 NUT A7 REAR REMOVABLE PANEL LEE LCH,LL.: M i FOR Min. 1 TAB DETAIL 2 Cont. T/4 "1x 1 1/2' LAG SCREWS O 6' QC / 1 CO- ALTERNATIVE 19A ALTERNATIVE 196 CEILING & FLOOR MOUNTINQ INSTALLATIONS SECTIONS 19 SCALE : t /4' = 1 • i H Cont. + ALTER NA7+VELY, TRACK ® MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE' 9.4, SHEET 13 OF 15. 7/8'03/32' WING NUT 0 EVERY STUD 0 12' 0.C. 2 ti 2 "x6' W000 DECK ROWED INTERIORLY REMOVABLE PANEL a1 W/ SIDEAALX BOLTS _ ($EF MAIL 2) CONNE TED TO J THRU 5/8'4 HOLES AT 1 0 6' 0.0 & FASTENED AT REAR W 7/8'0x3/32' WiNG NUT 0 EVERY SiQE 4LK BOLT. NOTE FOR COMBINATION OF SECTIONS; FLOOR /CE1UNG MOUNTING SECTIONS C4N BE COMBINED iN ANY WAY TO SUTT•ANY INSTALLATION. 07• o 2 09 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTROADS DRIVE RIVIERA BEACH. FL 33407 orscrlrowt .�.. QU O1-0.56 7 /1'D3 .. AS SHOWN SCALE 7/2/03 DATE 03 -14 DRAWING No SHEET 15 Of 15 1/4 x 1 1/2' S.S. GIG SCREW 0 4' 0.C. STI SCHEDULE' S TO CLASS Cont. ALTERNATE v LEG COCA OTES: D`' 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOA UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9' -0 " 2. NEW 2" x 6 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY Ali! 19 R' M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SQLUTN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. • 1/4'141 1/2" LAC SCREWS 0 6" 0.C. 7/8'4x3/32' WING NUT 0 EVERY STUD 0 12' QC 7, /4'0 /i S.S. L4G SCREW 0 4' O.C. 4'x8' (Min.) EXISTING W000 BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXIS77NG W000 BEAM TO BE CERTIFIED BY ,REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTAL LAT70N. (+) 2'x6' 000 DECK REQUIRED / 1 tiiHC. 1 SEE SCHEDULE DUS -� ' Arm I T C TILLIT TESTING & ENGINEERING COMPANY 6353 (W. 3611. Ste. 217. 1MC1MN a RXEAfS f1 3316E Phony : (303 E71 -1330. Fait : 00.:71 -1031 EB- 0006719 'HALTER A TR.UT Jr. F. E. FLOR 4 Lit. 44167 Cont. ALTERNATE CA LEG LOTION- INTERIORLY REMOVABLE PANEL Q1 W/ LX STOEWA BOLTS ££ DETAIL 2) CONN£ TED TO 1 THRU 5/8'o HOLES AT Q) 0 6' 0.0 & FASTENED AT REAR W 7/8'/x3 /32' WING NUT 0 EVERY SIDEWALX BOLT. Cont. DETAIL DE 2 7/8'03/32' WING NUT 0 EVERY STUD 0 12' O.C. 1/4'01 1/2' LAG SCREWS 0.6' 0.0 ALTERNATIVE 204 ALTERNATIVE 208 ,CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 2Q SCALE : 1/4' - 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS By Miami Da Division 2 2' x 6' W000 DECK REQUIRED PRODUCT REVISED complyi?g with the Florida Balding Code Acceptance No o3 Expiration Date anrrl rodud Control F.B.C.(H.V.H.L) /MIAMI -LADE COUNTY 1/4'1x1 1/2' S.S. LAG SCREW 0 4' D.C. - SEE SCHEDULE FOR Min. SEPARATION TO GASS t 7/8 "0x3 32' WING NOT O EVERY STUD ALTERNATE' LEG Coat LOCATION ' 1.1,25 2x6' WOOD DECK REQUIRED SOWED) ALTERNATIVE 15 1/4 %x 1 1/2' LAG SCREWS 0 6' 0.C. ALTERNATIVE 16 * NOTES; 4'x8' (Min.) EXISTING '000 BUM REQUIRED. STRUCTURAL ADEQUACY OF DUSTING iV000 BEAM TO BE CERTIFIED B1' REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. Cont. 0 a CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' _ .1 WOO HEADER REWIRED EXISTING 2x4' SNOS 0 16 0.0. Max. REO D 1 /4'0x8" ELCO male PANELMATE TVAS ANCHORS 0 6' O.C. TO EXISTING PLYWOOD NOTE FOR COMBINATION OF SECTIONS; WALL/F100R /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r n. , v, uV,r I Mox. 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO 4. 65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9' -0", EXCEPT AS NOTED. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECI17C DENSITY OF 0.55 OR EQUAL. SEE SCHEDULE FOR kin. SEPARATION TO CLASS / 27111(.K VtLNLR EXISTING STEEL ANGLE UNTEL AS APPLICABLE 3.500" 2x4' W000 PLATE 1 7/6' Min. PENETRATION DUSTING BRICK SILL 0 5 Cont. EXISTING Min 1/2" PLYWOOD EASING READ (177 W/ FASTENING BRICK SILL TO STUDS AS PER SECTION 2909 OF THE SOUTH fl. BUILDING CODE. ALTERNATIVE 17 * * VALID FOR Mox. +63.5, - 63.5 psf. BUILD -OUT INSTALLATION SCALE: 1/4 "- 1 orrINC FLASH?* AS APPL/GSgLF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4'08' ELCO mole PAIEDAATE rVAS ANCHORS 0 12' 0.C. 1/4'0- 20,3/4' BOLTS W/ 7/87:3/32' WING NUT 0 12' O.C. PRODUCT REVISED as con) plying tvitb the Florida Balding Code Ac cep is No 03 - O 7 • Ezpi atkn Date 0 By Miami Da Division JUL. 0 3 2003 U WOOD HEADER REQUIRED 1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS 4- umNG ALTERNATIVE 18A * ci Control WALL MQUI+IT/NG INSTALLATIONS • SECTION$ 1 * VALID FOR Mox. +63.5, -63.5 psf. 0 Z SCALE : 1/4' = 1' 8 1/4'/x3' LONG LAG scREWS O 6' o.C. w/ 1 27/32' Min. PENETRATION TO EXISTING W000 HEADER. 0 Cont. 2 z a 0 1/4'0 -20 S.S. BOLTS W/ 7 /8' /xJ /J2" WING NUT 0 12' 0.C. 1/40x3' LAG SCREWS 0 6' 0.0. W/ 1 27/32' Min. PENETRATION 0 M1OMD7H OF PLATE / iETE iw c. \ TIWT TESTING 41 ENGINEERING COMPANY 6595 NW. 2611s. 5tt,, SU. 277, NACx44 G4R1704. ft .1316E Mon.: (203)1177 -7520 . FO.: {70.9877 -1321 EB- 0006719 WALTER A NLLIT Jr. F. E. f CR104 Lic. 44157 1 WOOp HEADER REQUIRED SEE fOR Min SCHEDULE . SEPARATION 10 GLASS WM. 2/13 Cont INSTALLATIONS VALID FOR PANELS A771 an: N. 1/4",x3" LONG LAG SCREWS 0 6 0. C. W/ 1 27 X� TO ENG f n 7/0000 PENETRATION HEADER. CONNE HOLES AT AT RFVIR W ALTERNATIVE 189 * 4 4 o -20 TS W/ 7/8114.5/32" WING NUT 0 12' 0,c. /4"o.3' 1AG SCREWS 0 6" 0.0. W/ 1 27/32' Min. PENETRATION 0 MNOit'IDTH OF PLATE. INTERIORLY REMOVABLE PANEL Of W/ SIDEWALK BOLTSJ, EE DETAIL 2) TO 1 T1IRU 5/8'0 0 6' 0.0 & FASTENED 7/8'0x3/32' WWG NUT 0 EVERY SIDEWALK VOLT. Cont. USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 2 1 F.B.C.(H.V.H.Z.) /MIAMI -DARE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL .45 SHOWN SCALE 7/2/03 DATE 03 -14 DRAWING NO 1 a s 01- �� SLPf[T 14 OF 15 EASTERN METAL SUPPLY, INC 4168 WEsrIrOADS QRNE RIVIERA BEACH, IL 33407 OCSCNrrroN tuff a ` 0 24' c.c. REQUIRED )14x3/4' 0 8' 0 Cont r0 cuss ALTERNATIVE 9A t 7/81x3/32' WING NUT • I EMFJ4t' STW 4 2, 12' Con 1/414 11 1/2' LAG SCREWS 0 6' 0.C. ALTERNATIVE 9 2x6' WOOD DECK REQUIRED (Fro FINISH ALLOWED) 1x4 "x 1/8 Min. (606.3 -T5) Alum. TUBE W/ (2)3/18'1x4' MG SCREWS TO EACH JOIST. LOC4TE SCREW AT M/DWIDTH OF EXISTING W000 MEMBER (2' Min. NOMINAL WIDTH) W/ 2' M/n. PENETRATION NOTE FOR COMBINATION OF SECTIONS: WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. X1 1 x4 x1 /8' 1I41. ' :. Min. (6063 -T5) S. °. ° M S. -- — A(urn. 1U)E W/ 0 6' 0.C. o (2)5/181x4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF M fiSTIOG (2" M NOMINAL WIDTH) W/ 2' Min. PENETR41I01L t ont i a AASS "arrxt. roe 101, SIr'ARATIOI/ NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, —72.0 psf AND PANEL'S LENGTHS UP TO 9'-0", EXCEPT AS NOTED. 2. NEW 2' x 6" P. T. TO BE SOUTHERN. PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.5.5 OR EQUAL. ALTERNATIVE 10 1/4'1- 20x3/4' BOLTS W/ 0 I WING NUT 12' 0.C. Cont. 1/4 Ox1 1/2' LAG SCREWS 06 "0.C. ALTERNATIVE 1 CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' a 1' 2'x6' W000 DECK REQUIRED (NO LLOWED) ALTERNATIVE 12 * * VALID FOR Max. +63.5, —63.5 psf. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS JUL 0 3 2003 /4 03' LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATION 0 MIDIVIDTH OF PLATE / 1 r i ' . \ TILJJT TESTING & ENGINEERING COMPANY 6525 1lK .3601. St, SA 217. WROMA avan aA fT .15766 P60,,.: (306)E71 -1530 .rat : (30.`.)071- 1571 EB- 0006719 WALTER A Tx1JT Jr. P. E. FLOR104 L'c, 44167 MIX M. WALL MOUNTING INSTALLATION SCALE : 1/4' = 1 ALTERNATIVE 14 7/6%x3/32' � STUD 0 12' 0.C. Cont. 1/4%x3' LAG SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION 0 MJOWIDTH OF PLATE. PRODUCT REVISED is complying with the Florida • Balding Code Acceptance No 03 — 0707. Eapi • than Date O ;rj ..8 117' I aami Dad Division act Control F.B.C.(H.V.H.Z.) /MIAMI — DADE COUNTY 0.050 SOLID BERTHA ALUMINUM STORM PANEL As SHOWN scALE EASTERN METAL SUPPLY, INC 4268 WESTRQADS DRIVE RIVIERA BE CIt ft 33407 7/2/03 DATE 03 -141 DRAWING No awls SHEET 13 OF 15 ALTERNATIVE 1 ALTERNATIVE 2 SCE SOfAIRE FOR MA. Ts / S. 7/8'/x3/32' WING MIT 0 12' 0.C. ALTERNATIVE ,3 1 /4'63" LONG LAC SCREWS 0 6' O.C. N/ 1 27/32' Min. PENETRATION 70 DVISTING WOOD HEADER. Cont. 7/8'03/32" WING NUT 0 LW2 Y STUD 0 12' 0.C. 4 Cont. /4'0xJ" LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. P ENETRATION 0 MIDWLOTH RATE Cont. 1/4'ax3' LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATION 0 M10W1DTH OF PLATE. *000 hLF.4t1 R REQULrFP L SILE A6t SEMRAT R I TO (LASS I I /103/4" S.S. SAS. 0 6' 0.0 TUBE W/ 1/4%4' LONG LAG SCREWS 0 6' 0.C. W T 27/32' Min. PENETRATION 1t. EXISTLIG 4000 hEAi✓Lh, Cont. ALTERNATIVE 4 Cont. 4'1-20 / S 5 7/8 WING NUT 0 12' 0.C. 15(4x1 /8'(Min.) 6063 -TS Alum. TUBE (Cont.) (2)1/4 LAG SCREWS O EACH STUD (MIDWIDTH OF STUD, 2' Min. NOMINAL) AND W/ 2' Min. PENETRATION INTO EXLSTNG SILO. NOTE FOR COPOINAI10N OF SECTIONS; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WD00 HE,40ER I REWIR = Ann. SFPAR47)x 4 70 GRASS ALTERNATIVE 5 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, - 72.0 psf AND PANEL'S LENGTHS UP TO 9' - 0" EXCEPT AS NOTED. 2. NEW 2' x r P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ 1/4 LONG LAG SCREWS 0 5' 0.C. W/ 1 27/32' Min. PENETRATION TO COSTING ;MOOD HEADER. ALTERNATIVE 6 [ — v ∎ V - f Cont. t. 1/4'0-20 .SS TS W/ 7/8%x3/32' WING FLIT 0 12 0.C. 1/4 LAG SCREWS 0 6' 0.0. W/ 1 27/32' Min. PENETRATION 0 M/DWI004 OF PLATT~ a 4 4 WALL MOUNTING INSTALLATIONS SECTIONS ,4 SCALE : 1/4• = 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS .JUL Or 3' 2.GO3 1 /4'1,J' LONG LAG SCREWS 0 6' 0.C. W/ 1 27/22' Min. i PENE7RATION nri TO EXISTING Cont. IvA r/4 I -20 s.5 801-7S 0 1pilt 12' O.C. W/ NUT w4SHER . 1 ' h .:: Min tt o _•ii � i L Cont. 2 A v 1 1 � it I WOOD Ht ER SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 7 1 SEE SGiEDULE FOR Min. L I SEPARATION 10 GLASS ALTERNATIVE 8 433' 0.0. x .634' LONG BRASS BUSHING W/ 1/4'l -20x2' 5. S.M.S. 0 12' O.C. FOR SPANS UP 70 5' -9' AND 0 5' 0.0. FOR SPANS UP TO 9' - 0' Max, OR 1/470 ELCO male /female PANEL WATE 0 12' 0.C. W/ 1 Min. PENETRATIOhf ron SPAN UP TO 9' -0'. ti 0 MTDWIDTH OF PLATE 433' 0.D. x 634' LONG BRASS BUSHING W/ 1 /4'l -2Qx2' S.� S.M.S. 0 12' 0.C. FOR SPANS UP TO 5' -9' AND 0 6' 0.0. FOR SPANS UP TO 9= Max. OR 1/4'0 -2o ELCO male /female PANELM AT E 0 12' 0.0. W/ 1 7/8' Min. P£NETFu1 TlON FOR SPANS UP TO 9'-O PRODUCT REVISED u complying with the Florida Buiding Code Acceptance No03 - 07 07 • o'Z Eipi =lion Date 0 By Miami Da Division duct Control F.B.C.(H.V.H.Z.) /MIAMI —DADS COUNTY 0.050 SOLID BERTHA ALUMINUM STORM PANEL AS SH°wN SCALE 7/2/03 ELATE L E C O INC. TILLJT TESTING & ENGINEERING COMPANY (443 MW. J6111. Sset,. Sly. 217. WPC:INIA CAVENS. F< .3.1166 Phan : 0 -13.30. For : 00.1471 ED- 0006719 WALTER A TIEUT .1r. F. E. FLORIDA L:c. 44 767 EASTERN METAL SUPPLY, INC 4268 WESTRQ40S DAVE RMERA BEAD{ FL 33407 03 -141 DRAWING No * MAX1ML#4 ANCHOR SPACINGS ARE VALJD FOR 3 1/2" EDGE DISTANCE. FOR E D. LESS 1HA14 .3 1/21 REDUCE ANCHOR SPACING BY IAILTlPLY1NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOM 66n. E 0. FOR CALK-IN ANCHORS IS 2 1/2' FOR THIS OPERATION TO BE POSIBLE: REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINANM SPACING INDICATED FOR EACH ANCHOR 711;'E AT ANCHORS LEGEND. maim, DESIGN LOAD W (p.21.) FACTOR ANCHORS SPACPIG FOR E 0. - J t /7's I APPLM.49LE TO SEC X / b Al" COMB 01ATKiN OF THEN 1 (TOP) MAXIMUM PANEL LENGTH t' (ft.) 9' -0' OR LESS POL AN TAPCONS - CRETE -FLCX SS4 1/44C MA1.04 ) TO /t4SONRY N/A C.4L1( -14 '- Cr TAP -GPoP p N+LLMATES PANELAMTE PLUS 410 SS TAPCON 70 CONCRETE 1 O AIASONAT 70 CONCRETE TO MAS Y fXYR "J7E'E TO C0N J' i9 CZ14E'4ETE TO YAS(NR TO CONCRETE 70 ANSONRY TO CCPCR[Tt i TO MASONRY TO CONCRETE 70 MASONRY TO CONCRETE 7O 1LA510NR1' N/A +654 8' N/A . N/A N/A 6' N/A J 1/2' N/A 2 1/2' N/A N/A N/A N/A 12' 17' N/A , N/A 11" 8' qii 12` i2` ''{''''�N/A 10' w 12' 6 1/2' 9 1/2' 9 1/2' N/A N/A N/A N/A' 1 (BOTTOM) 12' N/A N/A N/A ' 11" 12' N/A 9.1/2' N/A 'N/A N/A N/A N/A .� 2 (1t7P) • 12' 7' N/A . N/A 11' 8' 12' 1 1; 12' 6 1/2' • 9 1/2' 9 1/2' . 7(/A N/A N/A N/A 2 (BOTTOM) -77.0 12' N/A N/A N/A 17' N/A 12' N/A 12' N/A 9 1/?' • N/A N/A N/A N/A N/A J (hje) 12' 7' N/A N/A 17' ' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' N/A N/A N/A N/A 3 (BOTTOM) 12' N/A N/A N/A i 1' N/A 12' WA 12' N/A 9 7/2' N/A N/A N/A N/A N/A 4 (TOP) 12' 7' N/A 74/A • 17' 8' 12' 10' 12' 6 1/2' 9 1/2' 9 1/2' WA N/A N/A N/A 4 (BOTTOM) 12' N/A N/A PL/A 11' N/A 12' N/A 12' N/A 9 1/2' N/A . N/A N/A N/A N/A 5 (TOP) 12' 5 1/2' N/A 14/4 9 1/2' 6 1/2' 12' 8' 10• 5' 7 1/2' 7 1/2' N/A N/A N/A N/A 5 (BOTTOM) 9 1/2' • N/A N/A WA 6 1/2' N/A 10' N/A 7' N/A 5' N/A N/A N/A N/A N/A 6 (TOP/BOTTDM) 8 1/2' N/A • N/A N/A 5 7/2' N/A 8 1/2' N/A 6' N/A 4 1/2' N/A N/A N/A N/A N/A 7 (TOP / BOTTOM) N/A N/A N/A N/A N/A WA 12' 6' 12' 6' 6' 6' N/A N/A N/A N/A 8 (TOP /BOTTOM) +65.0, -72.0 9' N/A 12' N/A N/A «/A 9 1/2' ' N/A N/A N/A 11' N/A 12' N/A 10' N/A 7 (TOP /901T04 9' -0' OR LESS N /A. N/A N/A N/A N/A WA 12' 6' N/A N/A 12' 6' 12' 6' N/A N/A 11 (TOP) 12' 7 1/2' 12' 12' N/A N/A 12' 10 1/2' N/A N/A 12' 10' 12' 8 1/2' 12' 9' 11 (BOTTOM) +G2.0 {{ -73.3 iiii V' ' 6' N/A N/A N/A 5' N/A 6' N/A 6' N/A 6` N/A N/A N/A N/A N/4 2 (TOP) 6 ' 6' N/A N /A' 6' 6' 6' 6' 6' 6' 6" 6' • N/4 N/A N/A N/A 2 (80TT0N) 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A 5' N/A N/A N/A N/A • . N/4 6 (70P/80TT0M) 9' -0' TO 10 6' N/A N/A N/A 5' N/A 6' WA 5 7/2' N/A 4" N/A N/A N/A N/A N/A 7 (TOP /B07704 N/A N/A N/A N/A • N/A N/A 6' 6' 6' 6' 6" 6' N/A N/A N/A N/A 8 (TOP /BOTTOM) * MAX1ML#4 ANCHOR SPACINGS ARE VALJD FOR 3 1/2" EDGE DISTANCE. FOR E D. LESS 1HA14 .3 1/21 REDUCE ANCHOR SPACING BY IAILTlPLY1NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOM 66n. E 0. FOR CALK-IN ANCHORS IS 2 1/2' FOR THIS OPERATION TO BE POSIBLE: REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINANM SPACING INDICATED FOR EACH ANCHOR 711;'E AT ANCHORS LEGEND. ACRI4L E 0. FACTOR REGULAR TAPCON, 410 I5'. TAPCON, CRETE -FLOE 554, 1,41.4.4G IAKJNt:, PANELMATE OR PANELMATE PLUS CALK-114 CF TAP-GRIP J' .86 .75 1.00 2 1/2' .71 .50 .80 2' .50 - - MAXIMUM DESIGN .PRESSURE RATING Itr (p.sJ,) AND CORRESPONDING AfAXIMUM ANCHOR S P A C I N G S C H E D U L E " FOR I N . 7 ' `A WM J ',_c0NCRET AND CONCRETE BLOCK STRUCTURE ANCHORS LEGEND ANCHOR TYPE REGULAR ENVOI( 410 5S. TAPCON, CRETE -Fla S54, ZAM4C NAILING. t2•' TAP -GRIP, PANEIMATE OR PANELAI'',T PLUS. CALK-IN Mn. ANCHOR SPACING 3.0" 2.5' JUL 0 3 2003 F.B.C.(N.V.H.Z.) /MIAMI -DARE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL. t - .-� C` iL G c IHe. TNWI TFSTIM3 & ENGINEERING COM PANY 6.193 NW. J61A. 5!. 31a 217. NR( 1 GAR ILM, FL .13166 P6on.: (303)871 - 1530 . Fo. (303)871 - , 53, EB- 0006719 WALTER A. T7LUT Jr. F. E. 1I0R10.4 Lk. 44 167 Rex 9, E. D. = EDGE DISTANCE PRODUCT REVISED at emptying with the Florida Budding Code Acceptance No 03- 070 • O Z Expir. lion Date 6 By Miami Dad Division EASTERN METAL SUPPLY, INC 4266 WES7RAADS ONE RMERA BEACH. FL 33407 MICIRKION 4N$ Rex 1. OLD DI - 0.56 3 Dczcarrmx it Control SARI 8 AS SHOWN SCALE 7/2/03 DATT 03 -141 DRAWING Na SHEET 11 OF 75 ANCHOR TYPE Min. ANCHOR SDACINV R£G LAR TAPCON, 410 S.5 TAPC04 CRETE -FLEX SSA. ZAAMC NAIL/NG, Cr TAP -GRIP, PANELAATE OR PANELAAT£ PLUS, 3.0' CALK -IN 2.5' • MAXIMUM ANCHOR REDUCE ANCHOR (NOT• Lan. C FOR THIS OPERAIKJN LESS THAN MINIMUM i SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E: D. LESS THAN 3 1/2', SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. R FOR CALK -1N ANCHORS IS 2 1/27 TO BE POSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL C 0. FACTOR REGULAR TAPCON. 410 S.S. TAPCON. CRETE -FLEX 554, ZAMAC NAILING, PANELVA E OR PANELMATE PLUS. • K -1N Cr TAP-GRIP 3 ' . .75 1.00 2 1/2' .71 .50 .80 2' .50 • - MAASILII DESIGN L610 1/ 44.0 +65.0. -65.0 REGULAR UPCONS CRETE -FLEX SS4 TO CONCRETE TO ANSONRY TO CONCRETE ro MASONRY 70 COMCRE77 N/A N/A N/A 4' 12 dl' N/A N/A 1 ?' 17" 1 ?' 12' N/A N/A N/A ' 12' N/A 1 ?' N/A 12' N/A 11' N/A N/A N/A N/A N/A 2 (Top) 12' 8' • N/A WA 12' 70' 12' 12' 12" 8' 11' 11' 12' 12' 1 2' WA N/A WA 12' 1%A 72' N/A WA , 2 (BOTTOM) W1 12' N/A . 11 ' WA WA N/A WA WA 3 (TOP) .12' 8' N/A • WA 12' '0' ' ��2' r 12' 1 .2' 8" 1 11" 12' 12' N/A WA • 3 (BOTTOM) 12' N/A N/A N/A 12' WA 12' WA 12' N/A 11' N/A WA • WA N/A N/A 4 (rc') 12'. a' N/A N/A 12' 10' 12' 12' 12' 8' 11' 11' 12' 12' N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 11' N/A N/A N/A N/A WA 5 (TOP) 12' 8' N/A N/A 12' 70' 12' 12' 12' 8' 11' 11' 12' 12' - N/A N/A 5 (BOTTOM) 11' • N/A 12' N/A 7 1/2' N/A 11 1/2' N/A 8 1/2' N/A 12' ' WA 12' N/A 12' WA 6 (TOP/BOTTOM) +63 S -6.15 10' N/A 12' WA N/A N/A 12' N/A 12' ' 8' 12' 10' 9 (BOTTOM) N/A N/A N/A N/A WA N/A 12' 6' N/A N/A 12' 6' 12' 6' N/A N/A 12' 7 1/2' 12' 12' N/A N/A 12' N/A N/A' N/A WA N/A N/A N/A N/A 72" 11' .N/A • N/A N/A N/A 13 (TOP) N/A 4 ,,,, , N/A ' N/A N/A WA WA N/A N/A N/A N/A 12' 6' N/A N/A N/A N/A 13 (BOTTOM) 12' WA • 12' N/A WA WA 12' WA N/A N/A 12' N/A 12' WA 12' N/A 14 (TOP) 12' • 8' 12' 12' N/A N/A 12' 12' N/A N/A 12' 11' 12' 9' 12' 10' 14 (BOTTOM) 12' • WA 12' WA WA N/A 12' N/A N/A N/A • 12' N/A 12' N/A 12' WA 12 (TOP) 12' N/A WA N/A 11 1/2" N/A N/A N/A 12' N/A 12' N/A 12' N/A 12 (BOTTOM) 11' 12' N/A N/A WA SPACING SCHEMILFLiON INSTALLATIONS IN CONCRETE AND CONCERTI' BLOCK ,STRUCTURE N/A N/ wow ANV SPM17W- WK. F 0. = J 7/2' 2A WC NMJN .vx -r! OF TAP - GRIP 6 1/2' TO WS 1•• N/ WA 12' N/A WA N/A 11' N/A 12' N/A 12' N/A 8' N/A 5' N/A 10 1/2' 12' 1 ? . 12" WA 7' -WA N/A WA N/A 12' 12' 12' 6' 6' 12' WA WA N/A 12' WA N/A WA 12' 12' 12' WA • N/A 12' 12' N/A WA 12' 10 1/2' N/A N/A N/A N/A 12' N/A 12' N/A 12' WA 15 (TOP) 11 1/2 WA N/A N/A 12' N/A 12' N/A 12' WA 15 (BOTTOM) WA N/A 12' N/A N/A N/A 12' N/A 12' N/A 72' N/A 16 (TOP) 12' N/A 11' N/A 12' N/A N/A N/A 61/4 WA 11 1/2' N/A 6' s' 6' N/4 ' 6' N/A WA WA N/A WA WA N/A 6 ' 6' 6' N/A 6 ' 6' N/A 6' 6 ' 6' APPUC att TO 410 S.S. LIPCCN SECTIONS j t Tc CCNC7o5TE TC AvS7!'RY 7O CONCRETE TO MASONRY 70 CONCRETE TO Y4SONRY TO CONCRETE TO MASONRY TO CONCRE7F TO ANSONRY AMY OOA18RM710N N/A N/A 6' 6' WA a" 11' 71' 12' 12' N/A 12' TO' - 12' 8 1/2' N/A 6' 3 7/2 WA N/A N/A N/A WA 12' N/A 12' 6' 6 N/A 6' N/A 5 1/2" PANELNATES ANC11QBS .EGLNO of N/A 12' 11' ' 12' N/A N/A 6' WA PMELMNTE PLUS 12' WA 12' 12' WA WA 8' (TOP/BOTTOM) WA 12' WA 9 (TOP) '9' 12' N/A WA WA N/A N/A WA WA 1 (BOTTOM) 11 N/A 7 (TOP /BOTTOM) 12' N/A N/A 12' N/A 16 (BOTTOM) N/ 7, N/A N/A 2 (BOTTOM) N/A N/A 10 (TOP) 9' 10 (BOTTOM) 2 (TOP) N/A 6 (TOP /BOTTOM) 6' N/A .... -- N/A N/A N/A WA N/A N/A 6' 6' 6' 6' 6' 6' N/A N/A N/A N/A 8 (TOP %BOTTOM) MAXIMUM PANE1 LENGTH 1' (PR) 9' -0' OR LESS c'-o' TO 10' -0' E. D. = EDGE DISTANCE PRODUCT REVISED as complying pith the Florida Raiding Cede Acceptance No 03- 0 7 07. 02 ESpi lion B �� Mi mi Da vct Control Division F.B.C.(H.V.H.Z.) /MIAMI -OADE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL s��wN / irra NC. 71w7 TESTING & ENGINEERING COMPANY �� 6391 Mil. 56111. SI, 516 277. 7R66•4 GARp•S. FA .73166 • c�'G - ,� �� PTron.: (3or P530 . Fan : (303)671 - 1131 EB- 0006719 WALTER A. TILLIT Jr. P. E FLORlOA Lit. 1 44167 EASTERN METAL SUPPLY, INC 4268 WESTROADS DRNE RM£RA EIEACN. Ft .33407 J m. A6WJ'rAx OLD 01 --056 AIX 7/7/73 RIX R. J ascwra00 �Pr 7/2/03 DATE 03 -141 DRAWING No SHEET 10 OF 15 2 x4'xl /d 3105 —H14 OR 6063 —T6 ALLOY Cont. Hum. ANGLE Cut PNmEL CASE A (Plan) SCALE: 1/4" = 1 ' POURED CONCRETE R CONCRERE mach. \ WALL REQUIRED \ \ \N \ \ \\ 1/4% BOLT 0 24' O.C. W /JACKNUT CASE a . (Plan) SCALE 1/4' = 1" OR CONCRETE BLOCK 1VALL REQUIRED - 1 CONCR£ IRS l 0 '2 C^.. 1 C) ® OR ® OR ® OR O OR O OR OR ® OR 2 irJ'x.093 J105 H -14 OR C06J —T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12 O. C. HALF PANEL 3 , 7/4' GAP CASE D SCALE: 1/4' = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS ® • 12' O.C. �^ 1.000 F 2.500" 2.500 1 .000 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MAXIMUM DESIGN PRESSURE RATING 'W" ..s.I. AND CORRESPONDING MAXIMUM PANEL LENGTH 1" SCHEDULE ULE MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) t 65.0, —77.0 +65.0, —77.0 + 65.0, —72.0 +62.0, —73.3 10' -0" OR LESS +63.5, —6.15 Max. PANEL LENGTH L (ft.) (SEE SECTIONS) 8' -0' OR LESS 9' —O' OR LESS 9' -0" OR LESS 9' —O" OR LESS +65.0, —65.0 9' -0" OR LESS + 63.5, —63.5 9' -0" OR LESS MINIMUM SEPARATION TO CUSS 2 1/4' 3 11/16' 3 1/2' 3 7/8' 3 1/2' .3 1/2' 3 3/4' APPLICABLE TO SECTIONS / & ANY COMBI1441I0N OF THEM 1 THRU 8 1 TIiRU 8 11 2, 6, 7 e 8 9, 14, 10 12, 15, 16 13 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTROADS DRNE RIVIERA BEACH{ R 13407 PISCRP+pw " _ ' n°11 " o1-05e �7��i AS SHOWN SCALE 7/2/03 LU TE 03-141 DRAWING No SHEET 9 OF 15 4x4 x.072 3105—H14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE 2%2 TO 2%5%.0,55 Cont. Alum. ANGLE OR .080 3105 —H154 SHEET METAL Alum. BENT PLATE END CLOSURES DETAILS AL.TERN4TE LEG LOCATION CASE C (Plan) SCALE: 1/4' = 1' JUL 0 3 2003 /TILIECO INC. ILUT its TING & ENGINEERING COMPANY NW. 36th SU. 217, WRGINA GV?0E4 fl J3766 Mein : 00 -)5J0 , Fax : (305)871 -15J1 EB- 0006779 WALTER A. TILUT Jr. P. E r1 0R1d4 Uc. 44167 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No OJ '- 03 07.0 2 E%pir • t inn Date 6 i ..r 1 .1 Di •.o'roduct By Mianll Division Control a F.6.C.(N.V.N.Z.) /MIAMI -DARE COUNTY 1/4" Max. c4P A IL Avrawsw (WHOLE) 3' Max. 1 Min. SECTION B-B SCALE : 1/8' = 1' (WHOLE) BUT NOTCHED EA CORNER BOTTOM AS .SHOWN. 14B/6, 15,168/7 1/4"--20x1 S. S. SIDEWALK BOLTS. SEE DETAILS 2/7, 2/15. ......... ..j 1 1 OR gO OR 1� 148/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 1/4' Max. GAP 14A/6, 15,16A/7 14A/6, 15,16A/7 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8' = 1' (WHOLE) INTERIORLY REMOVABLE PANE. 1QW/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO ©THRII 5/8'0 HOLES AT ©O 6' 0.0 & FASTENED AT REAR W/7/8 "0x3/32' WING NUT 0 EVERY SIDEWALK BOLT. - - " --. Max. 1 Min. JUL 0 3 2003 PRODUCT REVISED as complying with the Florida Balding Code Accepance No EYpiKatioa Doe 0 0 By Miami Da rod net Control Division • 0 8 F.B.C.(H.V.H.Z.) /MIAMI -DADS COUNTY IL E C O INC. ?ILLJT TESTING & ENGINEERING COMPANY 095 H.W. J6IA Ma 217. NRG 44 coRpays. F1 JJ166 Phons : (3Q)671 -75.3o . rat : POW 71-15 EB- 0006719 WALTER A. TH.UT Jr. P. E. FLORIDA Lfc. 44167 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTROADS DRIVE RMERA BEACH. FL 33407 .4S SHOWN SCALE 7/2/03 DATE 03 -1.41 DRAWING Na SHEET 8 Of 15 CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE I E I E0. -- 1 -- £0. -- \ N \ REQUIRED SET SCHEDULE TOR Min. SEPARATION TO GLASS �iINGNT0 • 6' Q a Cont. POURED CONCRETE REQUIRED CONCRETT ANCHORS (SEE SCHEDULE ) .1875" .1875' 1 1 1• C . U. Cant. 7/8'/x3/32' WING NUT 0 EVERY STUD 0 12" O.C. ED. SECTION 15A SECTION 15B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 15 SCALE : 3/8' = 1' 1/4"-20x1" S.S. SIDEWAIX BOLTS. n wive' SLOTTED HEAD. FIXED 1 I INTERIORLY REMOVABLE PANEL 113 ?HMI KEY HOLE ® 0 6' 0.C. W/ 1/4 NOT AT REAR. L .050" 1 / 4 ' HOLE 0 6' O,C. DETAIL 2 s INSTALLATION OF 1,/4 xL° .IDEWAI BOLTS 0 REMOVABLE PANEL. SCALE: 1 • - 7' EDGE OF SLAB IF APPLICABLE REMOVABLE PANEL (SEE SCHEDULE )\ OUR�D 0( :CRET } -� NEOUv?J1' ° CONCRETE ANCHORS `SEE" SCHEDULE FLIP kn. SWTARAPON'" TU GLAJS — EQ. - � T --- EQ. -- \\ \, N \ \ \`.NV \' 1 1 1 E. D. E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11 OF 15) N � NOTE FOR COMBINATION OF SECTIONS : Cont. INTERIORLY REMOVABLE PANEL Q1 W/ S /DElNALK BOLTS DETAIL 2) CONNE TED TO 1 THRU 5/8' HOLES AT 0 6' 0.0 & FASTENED AT REAR W 7/8"0:13/32' WING NUT 0 EVERY SIDEWALK BOLT. INSTALLATIONS VALID FOR PANELS Q USED JOINTLY WITH INTERIORLY REMOVABLE PANELS FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 SEE SCHEDULE FOR Mn. SEPARATION - TO GLASS ,7/8"03/32' W5VG NUT 0 —\ EVERY STUD 0 12' 0.C. E. D. (SEE SCHEDULE ) POURED C� ET REQUIRED I I -- EQ. -- EQ.-- ; k \\\ ryS O Cont. • v Cont. ALTERNATE LEG I - LOCATION w %// ✓ / /// / / / / / / / / / / / / //i I1 / 11 11 CONCRETE u / POURED REWIRED ANCHORS J / (SEE SCHEDULE) E D. / ,SECTION 16A CEILING & FLOOR MOUNTING SECTIONS 16 SCALE : J /8' = 1' 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEST GADS DRAT RMERA 8LACH. !L 33407 M _ a.0 0t -038 7®� MON NIL a. 013fhr101 : - - / IL E C O I N C. TESTING & ENGINEERING COMPANY 6555 kit 3611. SL SL. 217. leamA moats. R 3,1166 PAwu : (aOSf871 -t0ao , Fo : (.705)877 -1331 EB- 0006719 WALTER A TlLLIT Jr. P. E. F10RICA Lk. 44157 JtJL 0 3 '2003 CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED — EQ. - 1 1 - EQ. \ \ \ \ \ \ \_ \\ \\ 'l\ \\ \ `� \\\ SEE SCHEDULE FOR SEPARATION --r TO GLASS DETAIL 2 *1 r) 7/8'1x3/72' WING NUT 0 EVERY STUD 0 12' 0.C. 0 Cont. EDGE OF ALTERNATE LEG .11 —SLAB IF 1 � LOCATION APPLICABt A ///) /// / 11 I I POURED LJ CONCRETE REQUIRED SECTION 16B INSTAL Cont. CONCRETE ANCHORS LJ (SEE SCHEDULE ) II / 1— E.D. --{ BY I Miami Dad ' ect Control Divisikn INTERIORLY REMOVABLE PANEL OW/ - SIDEWWALK BOLTS SEE DETAIL 2) CONNE TO 1 THRU 5/8'1 HOLES AT 11 0 6' O.0 & FASTENED AT REAR W 7/8'•x3/32' WING NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED as comp!) 'ing i 'ith the Florida Bekting Code Acceptence No 03- 070 .OZ Expir- ties) Date 0 F.B.C.(H.V.H.Z.) /MIAMI -D,4DE COUNTY AS SI -TOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 7 OF 75 r POURED CONCRETE OR CONCRETE BLOCK WALL R£QURED 1 1/4'' MIN. PENETRATION TO CONCRETE BLOCK & 2' TO CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" - MAX 1/4'0x7' ELCO male PAN£LM.4TE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). A — 2' M ax. 1/4'0x8' ELCO male PANELMATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 1 SCALE : 3/8' = 1' r EXISTING _ AAPPL ser SO -EDUCE FOR MA SEPARATION TO GLASS Max. EXi5TWG BRICK VEENER EXISTING BRICK SILL 3 1/2' -- ---- -I EXISTING - BRICK VEENER GLE LINTEL 1/4 - 20x3/4 BOLTS W/ 1 7/8'0x3/32' WING NUT 12' O.C. EXISTING ING AS APPLICABLE Cont. Cont. E. 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 of 15) NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 POURED CONCRETE REQUIRED cuss 1 (SEE SCHEDULE) POURED CONCRETE CR CONCRETE BLOCK WALL . REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4"11-20x1' S.1 M.S. }Y/ 7/8%.3/32" WING NUT 0 12' CLC. JUL 0 3 2003 .375" Cont. Cont. POURED CONCRETE REQUIRE / 1itJio\ TUUT TESTING it ENGINEERING COMPANY XN. 561A 51., 51L 217. MRGW44 CARD N!. II 1)166 ham : (303 671 -15.0. fax : 6)05, EB- 0006719 WALTER A TLUT Jr. P. E. fLORR14 L/c. 44167 CONCRETE ANCHORS (SEE SCHEDUXEr\_ EXISTING GLASS --A LS£E SCHEDULE FOR Min. SEPARATION TO LASS 1/4 A - 20x 1" S.S. M.S. W/ 7/8143/32' WING NUT 0 12' 0.C. 1 POURED - CONCRETE OR CONCRETE BLOCK WALL REQUIRED ' DETAIL 2/7 SECTION 14A WALL MOUNTING INSTALLATIONS SECTIONS- 14 SCALE : 3/8' = 1' INSTALLATIONS VALID FOR PANELS O USED JOINTL WITH INTERIORLY REMOVABLE PANELS CONCRETE ANCHORS f (SEE SCHEDULE) SECTION 14B 6F,. R. EASTERN METAL SUPPLY, INC 4268 WESTRO40S OR1VE RIVIERA BEACH, FL 33407 ono wnvb Cont. DESCAsvooN O k N4 Cont INTERIORLY REMOVABLE PANEL iQ W/ SIDEWALK BOLTS SEE DETAIL 2) CONNE D TO T TI-IRU 5/8', HOLES AT 11 0 6' O.0 & FASTENED AT REAR W 7/8'0xJ/32' WING NUT 0 EVERY SIDEWALK BOLT. a tzt H PRODUCT REVISED ss complying with the Florida &tiding Code Acceptance No 03 — • 7 07. o Eapi tion Date 08 ay ...map / • L4 Mliatnl 1)a o ■uti Control Division F. B. C. (H. V. H. Z .) /MIAMI — D A D E COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 6 OF 13 (SEE SCHEDULE) Ci tai POURED CONCRETE REQUIRED EXISTING , GLASS I SEE" SCHEDULE FOR Min. SEPARATION TO cuss 1/4% -20x1 • S.S. MS. IV/ 7/8 G NUT 612' POURED CONCRETE OR CONCRE7E BLOCK %GA(1 REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 375' Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE : 3/8' = 1' E. D. = EDGE DISTANCE (SEE ON SHEETS 1 k 11 OF 15) Cont. NOTE FOR COMBINATION OF SECTIONS; WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. K� ' ea r+ / 1/4;-20 TRUSSNE40 ear + + (SEE SCHEDULE FOR SPACING) i POURED CONCRETE REQUIRED \L ) 4i SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/410-2ox1' SS hLs. W/ 7/8'Ex3/32' WING i 0 12' aC: POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Lai CONCRETE ANCHORS (SEE SCHEDULE) .375' Cont. WALL MOUNTING INSTALLATION SECTION 10 SCALE : 3/8' = r + + SIDE WALK BOLTS ARE 3 / /32'7TIICK W/ LENGTH MACHINE SCREW TTHH AS PER NOTES A2 & B.2 (SHEET 1) + + TRUSS HEAD BOLTS ARE 1/2 Ox THICK HEAD MACHINE SCREW W/LENCTH AS PER NOTES A2 & B.2 (SHEET 1) wt au) mote/female PANEGNATE PLUS W/ Df Ba STEP /r W /1/4'I -2 TRUSSHEAO r STE + + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED \)"\ • , 4 POURED CONCRETE OR CONCRETE BLOCK WALL I REQUIRED SEE !SCHEDULE FOR Min SEPARATION TO CLASS 7/8'/x1/32' WING NUT a EVERY STUD r ®12'O.0 7 CONCRETE ANCHORS (SEE SCHEDULE) 7/8 fxJ /J2' WING NUTS 0 12' O.C. Cont. WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8' = 1 h3 3 PRODUCT REVISED as complying with the Fbritill Raiding Code Accepttace No03 — 07 07. 0 2 Expilatio; Date 0 :mg" too 8 By AA+me/�• 14; i Dt41e �' =.;a t Control Division — /1 iIEco : \ 7 1LUT TESTING & ENGINEERING COMPANY JUL 3 no w� Phan* : (3l.d)gn 123o 277. F IRr � xe ,. 4 G s_ 33166 °� v EH- 00067 7 9 WALTER A 1WT Jr. P. E. FLORIDA Lie. 44167 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE t� REQUIRED 1 \ -- EQ. - 1- 1 - E0. -- \ \ \ \ \ \ \ \\ \\\\\N SEE SCHEDW E FOR 1- Min. SEPARATION -I J TO CUSS 1 ' 7/8'/x3/32' WING NUT EVERY STUD Cont. ALTERNATE LEG LOCATION 1 REQUIRED CONCRETE ANGI (SEE SCHEDULE) (4 Cont. CEILING & FLOOR MOUNTING INSTALLATION SECTION 12 SCALE : 3/8' = 1' EASTERN METAL SUPPLY, INC 4268 WESTROADS DRIVE RIVIERA BEACH, FL 13407 SA 1 /7/-771- I LP 1 CONCRETE 1 11%1 SLAB IF I J F--- E.a �I F.B.C. (H. V.H.Z.) /ML4Ml —DADS COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL AS A WN 7/2/03 DATE 03 -141 DRAWING Na SHEET 5 OF 15 i {19Coot. CONCRETE ANCHORS l' (SEE SCHEDULE) d POURED W CONCRETE \ \\\ REQUIRED -- \ CONCRETE d / OR TE BCOQ( CONCRE WALL W REQUIRED / (SEE SCHEDULE) �� SEE SCHEDULE FOR AEA. SEPARATION TO' CLASS All 1/4'0- 20x3/4' BOLTS W/ 7/810/32' WING MIT 0 12' OD. ALTERNATE LEG LOCATION. E D. = EDGE 0J5TANCE (SEE sairotJLE ON SHEETS 10 & 11 OF 13) Cont. BUILD our INSTALLATION -- SECTION 5 SCALE : 3/8' — 1- NOTE FO6 COMBINATION OF SECTIONS; WALL /f1OQR /CEILING MOUNTING SECTIONS CAN BE COMBINED W ANY WAY TO SUIT ANY INSTALLATION. 1/4'0 -20 S.S. MACHINE BOLT W/ NUT & WASHER 0 12' 0.C. 1' Mir. • G Cont. 1 os —1' Mira 1/4"0-20 S.S MACHINE BOLT W/ NUT & WASHETT 1 CONCRETE ANCHORS (SEE SCHEDULE) 1 FCJIREC CONCRETE REQUI&D \ \ \.\ `; \ \ \\\ SEE SCHEDULE FOR Min. SEPARATION" 10 GLASS Cont 1.125' POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1 A 57 0' • E D. E. D. — EQ. - EC.— \' \' \\\1 ( \ \ \ \ \ \ \\ Q 7/8",3/32' WING NUT O EVERY STUO 0 12' O.C. CEILING & FLOOR MOUNTING INSTALLATION -- SECTION 6 SCALE : 3/8' = 1' CONCRETE ANCHORS E. D. \ (SEE SCHEDULE) POURED CONCRETE IN I \ REQUIRED 1 -.-} I I i-1' — .\\\k \\ \\\w , !ALTERNATE LEG LOCATION— I ( h 1/4 %- 20x3/4 1 7/8Sr3 32' WING NUT 0 112'0.C. [ SEE SCHEDULE FOR Mira SEPARATION - 1 TO GLASS JUL 0 3 zoo :1 1 BBOOLBTS w - WWG NUT A ' f i ip 12' o.C. E.,= 0 Contil* . // //// ) ////// 771 (////// 1 /// POURED CONCRE7E-/ CONCRETE ANCHORS (SEE SCHEDULE) / CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8' = 1' E. D. 'al f ir airC 4. 13 emr"lig INC rn 3 T TESTING & ENGINEERING COMPANY 6350 it 3611i S Sta. y 217. 1110804 CARD MS. Fl .)3166 one : 1 75J0 . ro, : (J01)e71 -15.71 E8- 0006719 WALTER A. ALIJT Jr. P. E flORICA tic. 44167 flCO mole /femoJe PANELMATE OR CF TAP -GRIP • \\ (SEE SCHEDULE \ r POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -\ \\ \ \ \ \ \ \ POURED - OR CONCRETE BLOCK WALL REWIRED \. [ SEE SCHEDULE FOR Min. SEPARATION`) l0 GLASS /\/1///// 'i .750' /I Min CALX-IN OR I ELCO mole /femok PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) -- SECTION 8 EASTERN METAL SUPPLY, INC 4.268 WESTRQADS DRIVE RMERA BEACH, fl 33407 y 2 y SCALE : 3/8' = 1' PRODUCT REVISED as complying ',villa the Florida Raiding Code Accepts>?ce No 03 - 070 Expiration Date 0 By [Ma i Dad Division act Cor:rcl aea F.B.C.(H.V.H.Z.) /MIAMI -DADS COUNTY 0.050 SOLID BERTHA' ALUMINUM STORM PANEL A S PO scALE 7 / 2 /CU D CU 03 -141 DRAWING No osxxrrxw OLD 01 -058 SHEET 4 OF 15 SECTION 1 SECTION 0 ANCHOR SECTION 0 S1V0 WALL MOUNTING INSTALLATION SCALE : J /8' = 1 NOTE : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) WALL MOUNTING INSTALLATION SECTION SCALE : 3/8' = 1' E 0. > EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMI9INATJON OF S£CT70NS ; WALL MOUNTING SEC7701YS CAN BE COMBINED- IN ANY WAY TO SUIT ANY INSTALLATION. BUILD OUT INST ALLATION SECTION 3 scat : 3/8- = 7- JUL 0 3 UV POURED CONCRETE REQUIRED POUR CONCRETE OR CONCRETE BLOCK WALL REQUIRED T/LUT TESTING di ENGINEERING COMPANY 6595 MK MM. . 277 V:PC 4 C4RCO fl ,73166 Phone : 0 `+1. 1530. Paz : 065.1877-15.31 E8- 0006719 WALTER A TAUT Jr. P. E. R ORIDA Lk. / 44 7 67 CONCRETE ANCHORS (SEE SCHEDULE) BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8 = 1' F.B.C.(H.V.H.Z.YMIAMI -DADS COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL s SHOWN EASTERN METAL SUPPLY, INC visa WESTR0AD5 DRIVE RIWERA BEACH. fl. 33407 4 Conf., By , Mia .i Division Da act Control 1' Min. i- 1/4l -20 ALSO W/ NUT 0 12' 0.C. PRODUCT REVISED as complying with the Florida Braiding Code A ccep -2 • O j E talon Dateo: Ro 03 „ og 7/2/OJ DATE 03 -141 DRAWING No 3/16' -II. ® 'h' HEADER SCAM : 34 4he KLidedif FI TE 0 REVERSED 'F' ANGLE TRACK SCAL E : 3/6 _ 1' (3) 5 /B'! HOLES AT ROP LINE 12' r4' (2) 5/16' HOLES AT GOTTOM LBVE FOR 1 /4'I -20x, S.S. MACHINE SCREW TAPCONS SCALe a /te• . 1• • —IT 125' '•1 ) ' M2x ` 8sYC2 pig SCALE : 3/8' t 0 .3/16 x7 x14" LONG WALL PLATE • COMPONENTS . 1.125 r.200' R.125' 075' ® 'f' TRACK ANGLE SCo E : .3h' 1 R.250' .075' $ ' fKL R 2.591 9® STUDDED ANGLE 6063 -73 Alun. Auer 5G4LE : 3/8• ,. 1.344' ‚ffo . u, KEY HOLE AT PANEL R.123' — .073' 1la 1 2.150' 2.391' ® 'U" HEADER SGV.E : 3/8• - 1 • 1 .. 311111 1I��YYVYVY 1875 -.070• VAR:LS DETAIL 1: STUD W/ WING Ntr R.250' FLU R. -1!-Atial LinalLQULBRACKET SCALE : 3/8' 7 // = ro � • 12'0. G • 0 ,MINI WALL 135'x0 ra ' ANGLF• WITH s Q KEY HOLE WASHER 307-+134 Aaa. ALLOT SC4LI : 3/4' - 1 • .770' ALTERNA G LOCAL SCALE : 3/8• . 1• F.B.C.(H.V.H.ZYMIAMI -DACE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL AS SFI°WN scAtE TILLIT TESTING Jr ENGINEERING COMPANY ] n (�`� -dPh�o 361h Ste. 217. i1117.1.4.4 GiPO[R; 1t .3316E ��' LV V.J ( . fa.: (.03)871 -7337 EB- 0006719 WALTER A TAUT Jr. P. E f10RLO.4 Lie. 441157 .158' �- w '. 158' 1.25' Ma . , • Soo• 7M d o t N ' L r Ross• — �I- - .D9o' 7 093' j ' .090' 10 Slxtie ANGLE WITH sT ►2 f1zt'kAx -K SCKE : 3/6' . 1 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No o3 - 07 0 • o Espieation Date 0 o By Miami t3- •— - - co3uct Control Division EASTERN METAL SUPPLY, 1NC 4268 WESTRA4D5 DRIVE RIVIERA BEACH, fl 33407 ttx88.60A se7r 7/2/03 DATE 03 -141 DRAWING No 1.5 0 ti `17 -� 2.125' k 3.875' --I 2.125' {-- FULL PANEL 15.119' (TOTAL WIDTH) 12.000' (EFFECTIVE WIDTH) --- - 4.473" •500" 4.4 - AS APPLICABLE (Ty1•) CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) SOLID STORM PANEL TYP1CAt ELEVATION N.T.S. SECTION A -A N. T. 5. 300" h TN Max. 1 Min. 0 3' -� Max. 7 Min. 1.50 Q SOLID STORM PANEL SCALE : 1/2' 1' 9.119' (TOTAL iv10TH) 6.000 • (EFFECTIVE WIDTH) 4.473" ASS APPIJCABLf (Typ) 2.125 1-- HALF PANEL -1 500' N T N ycr1ttsAL NtJ1j 1. STORM PANEL SHOWN ON Dd5 PRODUCT APPROVAL DPCU.LNT HMS BEEN fERlr(O FOR COMPLIANCE IN ACCORDANCE WIDN THE 2001 EDITION Of :HE FLORIDA BUILDING CODE DESIGN NAM L0405 SNAIL eE DETERLEth E AS PER SECTION 26/9 OF THE ABOVE MENTIONED COOS FOR A 64STC are SPEED OF 246 m.p.I&, ANO N ACCORDANCE 6/ AXE 7 -96 STANDARD STORM PANELS ACEOUNCY FOR 'MPACT AND FATIGUE RES1STiNCE HAS BEEN V£121F7ED N ACCORDANCE NTH SECTION 1606. (.4 Of DIE ABOVE lEXDONED CODE AS PER AWRY-AN TEST LAB REPORT / 1022.015 -96 AND / 0.221.01 -01 AS PER PA -201, PA -202 AND PA -201 2. ALL ALUMINUM SHEET METAL PINS SHMI HAVE 3052 -X132 ALLOY OR 3004 -1134 ALLOY. i ALL N.UMPIUM EXTRUSIONS SHILL BE ALUMNuW AS50Cy4fGM 606J -16 ALLOY & TEMPER UNLESS OTHEWAT NOTED. 4. ALL SCREWS TO BE SIMNEL-SS STEEL 304 OR 316 AISE SERIES OR CORROSION RESISTANT COATED CARBQ4 57EF1 .45 PER as 50018 W/ 50 kW YIELD POINT AND 90 k,A TENSILE 3 rNeNG174 5. BOLTS TO BE ALUMINUM ASSOCNTTCN 2024 -T4 ALLOY & TEMPER, AVM A -307 GALVANIZED S1faL OR A!S1 304 SERIES S INLE$S STEEL" 161711 36 kat MNBAIN YIE70 POUT. 6. ANCHORS TO YOU Shall BE AS FOLLOWS: (UNLESS ODfR1NSE NOTED) W 70 COMAS POURED CONCRETE - 1/4'9 UPCCN ANCHORS .WNUFACIUREO EY LI.W. &A[DD( (REGULAR OR 410 SS) AND ELCO TEXTRON (REGULAR). - T /4'/ CRE7E - (11x SS4 moan M4MA.$AC LJ116 er aco MEORO& - 1/4'0 ff TAP - CARP ANCAXIRS (BERT}µ 5 U0 -•CnN). , ygNLrACTi.WED Br ITV -{A57 coRPQra4nW4 - 1 / 4 '6 LIME WEN ANCHORS 147RU1'ACTURED BY POWERS FAST 7INC. 6yG - i/4"9, 7/6 CALX -N A 7,'oRs T / + aco mai & female 7'MELMATE' OR 1/4'r aCO male ° PAAEItl47 PLUS' MWM/fAC7URED 8r PQMERS FASTFNP14 INC. .440 aco irxiro, RES<'EC7M2Y, t A 1) MINIMUM EMBEDkENT 1(470 POURED CONCRETE Cr TAPCON NalroR5 o CRE7ETZEX S54 IS 1 3/4' FOR Z4 WC NAM 15 1 3,41 FOR Cr TAP -GRIP ANCHORS 1S 1 1/41 FOP ac0 PANFLk41E AHD aco rook PANEL WE PLus S 2 A.1) 7/6' CNX - ANCHORS SOU BE ENTIRELY DAA1EDDEO 900 115 POURED CONCRETE Ho [mop INTO STUCCO S7NLL BE PtRil7TED. Ves-20 S'CRE*5 USED 37iO41 BET 1/2' LONG MWDH111 57101ED =000 DOLT.. AND 7 MIMM.V FOR 10 1.1.5 IBM NO 31V000. AJ) N CAW THAT PRECAST SPON& PRECAST CONGRE7E PAFEL.S. OR PAL[R5 LE' F0V1C war 1415TNC WALL OR flOGR ANCHORS , 51.44u BE LONG ENOUGH 10 REAQI DE MAN STFM/CNNNE Barre SVO4 PANQ-S ANCHORAGE . WI BE AS &DNG4IED ON Norm r 1) 6• A2) A904E. (B) 70 0657p coNcRLTE BLOOf WALL: - I /4'I TAPOOW ANCHORS M4NUFAciuRED BY LLW. SW (REGULAR OR 410 SS) MD aco TEXTRON (REGULAR). /4's CR67r - fLFJr 554 motoRS MWM,FACTLf8D Br aco TL7f1RQN. 1 /4•• CF UP -CRP ANCHORS (BO MA SFUD - .CON) MNIN 8Y 7RU- -FAST CORPORATION 1 / 4 "e 1MNC N41A ANCHORS MNNLXAL1UHED EY paWERS rASTENNa HNC. - l/41 , 7/6 CALK -(N ANGORA, 7 /4'r ELCO rook Q Tomah, 1'AHELMNTr OR I,1I,14 EL 4'CO mole PAFELiN7E PLUS' AS k4NLFAC7URm BY POWERS rASTF7IING NG AHD aco 7100R044 RE5PECmn.) NOTES, 5.1) MNaUM L Dw*4DNT OF TAp0GN ANCHORS z. wAC rock CT upcmp. (tco RoviEuvuE aco male ',waxer PLLS' AND CRETE -FEET 5S4, 170 THE DONCRETE ewer( UNIT S+(4L er 1 r/4 : . B.2) 7/6' GYK -I4 ANCHORS S1NLL BE ENTERILY DABCDAED INTO DE coN[.r2,t BLOCK LMT. NO EMBEDMENT INTO STUCCO SILL BE PUPMETTED. V - 20 .SCREY4$ USED SHALL LTC 1 1/2• Loin MNIMUY S7HOUI.D STUCCO EXIST, AND 1 WARN FOR WILLS 141114 NO S71C00. 13.3) IN CASE 71-NT PRECAST 570115 OR P1150457 CONCRETE PAWLS LTE FOUND ON THE Da57NG WALL, gry01085 SMU gE cow 1 70 REACH TIE (6464 57RUCT4N15 BEHIND SUCH PANELS ANCHORAGE SF14L BE AS NDICA=ED ON NOTES N B.1) & 82) AMC (c) ANCnoRS s BE INSTALLED FOLLOWING AU OF 1715 RECOMMENDATIONS AND SPEC1'KADQNS OF THE ANCHOR'S M4NurAcnmfJ. 7. PANELS M47 ALSO BE LNSTiLLED HORRONTALLY lOELDWINO INSTALLATION DETAILS SHOWN ON SECTIONS 1 DM T6 (SFEIT .3 DIRU 7 Of 15) EXCEPT THAT HEADERS 2 3 &4S'4U NOT BE USED. 8. 1T 5. LL BE 1715 RESPGNSTBR.ITY Cr THE CCWTRACTCR 10 Pufr THE SOUNDNESS Or THE STRUCTURE OHE715 SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE D1S SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE BLOC If 0R WOOD FRAME Bu1LDVNGS 9. THE NSTALIA7)ON CONTRACTOR IS TO SEA4,/CAUX ALL SHUTTER COMPONENT WOES 911101 RC.b4/N N CONTINUOUS CONTACT MYTH 77-TE BLRDi10 TO PREVENT WINO /R'21 NWRU9ON. CAULK APD SOIL SHUTTER TRACKS ALL AROUND FUl LfWVG7I. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS GRAWJNG PLUS ANY 8U6.DIl46 AND ZONING REGULATIONS PRO4000 BY THE AJRISOICTIGN *gm PERMIT IS APPLIED TO. 11. (a) 1715 PROOJCT APPROVFL COMM: NT (PAD) PREPARED BY 7715 E7ICTPEER 45 00,ERR70 AND DOES NOT PROVIDE NORMN110/4 FUR A 515 SPECIFIC PROJECT; Le. WERE PE SITE CONDIRON5 DEVIATE FROM THE PAR (b) CONTRACTOR TO BE RESPotisar FOP THE SEECIIOH( PURCIN.SE AND 11N57ALL17KN4 INCLUDING LfE sorry or TIES m000cr 84SE0 on 7Hd5 PRODUCT AFPROVAL PROVIDED t!/SHE DOES NOT DEVICE FROM THE COPM7L71ON5 DETAILED ON D15 oocume/7, colvs F1UC71AY S4FE7Y Ax LICE 15 THE CONTRACTORS RESPoN5u9L/y. (c) 1765 PRODUCT APPROVE. DOCUMENT WILL BE CONSIDERED MALUD F MOOFEA (d) 5715 SPECIFIC PROJECTS 51W_L BE PREPARED 8Y A FloRo4 REGISTERED ENGINEER OR ARCHITECT Iniof WILL OrcoME 7715 PROrf5SpN4L or RECORD (P.O.R) roR PROJECT AND WHO WILL BE RESPON57BLF FOR THE PROPER USE Of THE PALL PRoassio NL or RECORLL ACTING .45 DELEGATED ENGRAIN 70 NE PAL. ENGNED; SHILL SUBHT 70 1795 LATTER THE SRI SPECIFIC DRAWINGS FOR RE140p (c) 7705 PAD. SHALL BEAR RC 047E ANO 01110N44 SE:4 AND SIGN MUM OF THE PROFESSIONAL ENGINEER THAT PREPARED 12. SHUTTER k4NUFACTURER5 LABEL SHALL BE PLACED Al BOTTOM Of EACH PANEL t481 awl READ AS 'mows: 0.57011/1 MLTAL SUPPLY, 1110. PRVI.R4 BEKaj FL Mvd6 E COUNTY PRODUCT COND70L APPROVED. TLLLIT 70571 140 & ENGINEERING COMPANY 6595 NIX 36Vt 5� 518. 217, 7474 Ml4 CARDE7NSy Fl 33166 Phone : ( . Foy : 005.1677 - T5J7 ES- 0006779 WALTER A T7LL1T Jr. P. E. FLORIDA Uc. 44167 /1"M"Am PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 03- 07o • O Z• Expiration Date O War o $ Sy 6 A Miami Da e* • rodurt Control F. /MIAMI -DADE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WEa(NOADS DRAT RMERA 5EACt4 FL ,)3407 EMI 1=1111:21:2 OLD S 7/2/03 MEM 11111111111:1111111111101111 DarAIPIICAt AE I[ .45 SHOWN SCALE 7/2/03 DATE 03 -14 DRAWING No 1 SHEET 1 OF 15 NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL CONTRACTOR PROJ Fe' T:iP i SEAL INFORMATION CUSTOMER: ' II oiv WILLARD SHUTTER COMPANY, Inc P STREET: Yy f : � 4420 N.W. 35' Court Miami, Florida 33142 17s :,' - .. CITY: /4 /A/ 5)01 : --r ' { Tel: (305) 633 -0162 Fax:(305)638 - 8634 COUNTY:DADE JAMES RODGERS PE# 7405 JAMES RODGERS, DPA., P.E. CONSULTING ENGINEER 4101 S.W. 139 AVE. MIRAMAR, FL. 33021 P.E. #7405 GENERAL NOTES: ASCE 7 -98 FLORIDA BUILDING COLE 2(.0i WIND LOAD FOR WALL CLADDING - SHUTTERS AND WINDOWS RESIDENTIAL & COMMERCIAL (I= 1- Category II) MEAN ROOF HEIGHT NO GREATER THAN 15' DADE COUNTY VELOCITY: V =146 MPH -- EXPOSURE: C DESIGNED PRESSURE: +54.7 PSF AND -73.2 PSF MEAN ROOT HEIGHT 1. THIS LETTER MAY 13E USED TO PROVIDE THE WIND LOAD PRESSURE WHICH IS APPLICABLE TO A SPECIFIC PROJECT,PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE,NOTE THAT JAMES RODGERS HAS NOT VISITED THE J013 SITE. CITY INSPECTION IS REQUIRD TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3. THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN THE DESCRIBED.DO NOT USE THIS SHEET IF THE SITE AND PRODUCT REQUIREMENTS VARY FROM THE PROVISIONS. 4. PRESSURES LIMITED TO: ENCLOSED BUILDING ONLY,WIND DIRECTIONALITY FACTOR: Kd =1.0, EXPOSURE "C" COEFFICIENT: Kh =0.85, TOPOGRAPHIC FACTOR Kzt=1, TRIBUTARY AREA OF 10 SQF OR GREATER, ANY ROOF SLOPE. 5. WIND PRESSURE ARE VALID FOR WALL CLADDING ONLY. 6. PRODUCTS APPROVALS ADEQUACY TO WIND LOAD CALCULATIONS NOT VERIFIED BY JAMES RODGERS DESIGNED RATING MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. Roof Slope