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967 NE 99 St (13)15 E-, BY: 9 9 t 5 20 LOCATION„ MAP SCALE : I =150 N LEGAL DESCRIPTION: THE EAST ONE -HALF (1/2) OF LOT 21 AND ALL OF LOT 22, OF BLOCK 170, OF "SECTION NO. 2 OF MIAMI SHORES ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 14 AT PAGE 33 OF THE PUBLIC RI]CORDS OF MIAMI -DADE COUNTY, FLORIDA: BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. DATE: FEBRUARY ]9, 2001 SCALE: AS SHOWN ORDER NO. 12662 F.B. 480 PG. 68 -70 WITH SUVEYOR'S CERTIFICATION: IMU STANDARDS CERTIFY: THAT SURVEYINGSINUTHEYSTATE COMPLIES OF WITH THE MINIMUM T FLORIDA, CHAPTER 472 OF TILE FLORIDA STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS i l ft— , 3N) HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA V.PRES. SURVEYOR'S NOTES: (1) ALL ELEVATIONS SHOWN O . R) HE.N, ARE BASED ON NATIONAL GEODETIC VERTICAL (2) FEDERAL FLOOD INSURANCE INFORMATION: COMMUNITY NO. 120652, PANEL 0093, SUFFIX "3 ", FIRM INDEX DATE: 7- 17 -95, PANEL REVISED DATE: 3- 02 -9 ZONE "X ", (AI'EA OF 100 YR. -500 YR. FLOOD PLAIN. ) COVER PORC ,B.WALL COVERED PORCH N i / 1 SET CONC, NAIL IN CONC. FOOTING 0,75 FD PIPE 0.35' OI ro U SKETCH OF SURVEY SCALE I" = 20' N E /P 18' ASPHALT ' - — Ito WOOD �" POLE SET DRILL HOLE 0.25' CL, co 23 0.45' rcL 1 FD. 1 PIPE lo I i-r 3 i M 0 ROADWAY 1/4" TAPCON .250 MAX. 1.250 TYP. HEAD, _ SILL JAMB d 4. #12 PANHEAD //z74i .250 -- MAX. Re»s, ons: 4 1.250 . TYP. HEAD, SILL JAMB / Material: /44/;,,, ` j Orawn GG 8'` D. 2/ 6/98 Revised By: D. B. Classifico tion: a • 2 x WOOD BUCK w...ca d o.ry iy C.*-. Date 1 Vendor No.: Sca(e: Address: P.D. BOX 1,529 Prod. Co�gory. Series /el: Hem ���1// 701 APPROVED AS COMPLYING WITH THE SOUTHFURIDA BUILDING CODE DAT U �� BY . , //. PROD T C D!VS O. BUIL ..•G CODE COMPLANCF OF LE ACCEPTANCE NO. q 1 - 02. `6 - 0( 1 progressivegt SS technolog/ J Ar.ki... saw.t o.... ow s.••• ANCH. Sheet. 4 of 4 Oescription: TYP. PICTURE WINDOW ANCHORAGE N.T.S. NOKOMIS, FL. 34274 Size: B Ora wing No.: 4214 R 1 96.000 MAX. 6.250 — 17.750 MAX. ON CENTER 48.000 MAX. 1 16.500 MAX. ON CENTER 6.750 i Revisions:_ Materal: Drawn ay D.B. Revised D.B. Vendor No.: LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (.454) LAMINATED W /INTERLAYER (3/16" HS /.090 FILM /3/16 " HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 17 3/4" MAX. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED , 5.) REFERENCE TEST REPORT: FTL -1971 Da 2/16/98 1/ 29/99 Scare: N.T.S. MO Closs;fcotron: Description: w.,ka, d 0,417 H C.rw ror Pro?. Coteoo7^. PV✓ Series /Model: 701 Addrees: P.O. BOX 1529 NOKOMIS, FL. 34274 AYPtDVED AS CGirPLYINC W,Tri THE SOUTH FLORIDA BUILDING CODE qq Er •�+ tf FUILD'tC 00_ CD',Ir•:, -';C' OFFICE AcCU N3 1 progressive a BB SS technology e: B Item ELEV. IMPACT PICTURE WINDOW. (0). Drawing No.: 4214 - Sheet: of 4 R ev. ITEM 1 DESCRIPTION Frame Head & Sill /7 V. T.# 612241 1 ea. 2 Frame Jambs X12242 2 3 .688 x .500 Channel Glaz. Bead 6533402 4 4 Seam Sealer 6SM55W 5 Closed Cell Foam Tape 61308 4 (between bead & lass 6 #8 x 1.000 Ph. Pn. SMS 781 PQA 8 (Frame Assy. screw 7 Silicon Back bedding 62899C 8 7/16" 6454) W /MONSANTO 1NTERLAYER 9 7 16" (454) W /DUPONT 1NTERLAYER 10 6 x .875 Ph. Fl. Self —tap 7PWSW Bead screws. 2 1/2" from end, 20" centers 1 Revisions Revised Qy: D.B. Vendor No.: Q7Y. /LOCA770N Clo s si (.ca lion: V..A.f.. CleaR, µ/ &d..,.. Prod. 'Pr PICTUR Alumax Alumax Alumax Schnee — Morehead Stik —Il Dow Corning H.P.G. H.P.G. Fastec /1 Nofcnol: A Drawn 6y: D.B. U 2/16/98 Description: C f / A "•✓ • D° 19 /99 Scale: Addre P.O. BOX 1529 �• T. S. NOKO FL. 34274 B 4214 A Serie /Model: Item: 701 VENDOR Merchants Fasteners VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 APPROVED AS COMPLYING WITH THE SOUTH FI,QRIDA BUILDING CODE DA.T j o - 9 BY _ fi /.�i / PROM 'T 3 NTRO1 014 S BUILDING CODE CO`APL:ANCE OfFICE ACCEPTANCE NO. 1 progressive SrS' technology W.Acf.. el Aw4i t cw Goo n.* Shee E /VINDOW ..- of 4 Size: Drawing No_: Rey..: 2.784 .437 7/16" (.454) W /MONSANTO INTERLAYER 7/16" (.454) W /DUPONT INTERLAYER %fy r Revisions Material: j� ,_Drawn By: D . B. Revised By: D. B. Vendor No.: Dale: 2/16/98 1/29/99 score: N.T.S Classification: w. 4.ra r 0.17 WI/ cw... Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Size: B 2.784 T APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUBUiLLOING CODE q edit 1_.) 9 11 PROOL BU LD;NG CUOE C0MPL. F CE 1 ` ACCE ?TA^:CE NO. - O 21 . QI Prod. Cat Sen'es /Mood: Item: P - 701 SECTS. Description: SECTION VIEWS - HORIZ. & VEF?T. Drawing No.: 4214 R pro gressivea A S's'technology w■kiew r ss rt s 61.. aoc /ha.. Sh 3 a( 1/4" TAPCON .250 --- MAX. d 1.250 a a • a 1 x WOOD BUCK TYP. HEAD, _ SILL JAMB a 4. d #12 PANHE4D //z fl .250 --- MAX. Revisions Materiel: Vendor No.: Drown By: D.B. Revised By: D.B. 1.250 Dote: 2/16/98 Dote: 1/29/99 score: N.T.S. TYP. HEAD, SILL JAMB aossirico Lion: '4' a • a 2 x WOOD BUCK • Prod. Co e Dry: Series Modef: 701 ' progressivea A technology w.ta. , 2•d.4 & O. a.. ..r.. Description: TYP. PICTURE WINDOW ANCHORAGE Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Size: B APPROVED AS COMPLYING W1TN THE SOUTH F1IRIDA BUILDING CODE DAT BY PROD T C D!V S ON BUIL , •G CODE COMPLIANCE OF LE ACCEPTANCE N0. q 1 - OZ l `6 nem: ANCH. D, wing No.: 4214 Sheet: at 4 Rcv.: .750 2.017 .899 RON - STOR AR 2.750 .875 R(6-56 STORM BAR RO N STORM TRACK r°— 2.000 ---� .090 - .775 .100 TYP. 2.000 RON -73 TRACK 1.000 FLOOR SH0F . --4 1 -5/8" X 5 -5/8" 1 -5/8" x 3 -5/8" TIFF N R GA, GA V. T CHANN INSERT 5.000 .063 1.000 4____ 1.000 �-- 1 x 1 x 1/16" ALUMI -- NUM ANG a -. SLAT PERFORMANCE CHART ■■111■■■ ■■.■"111■■■■■■■■ ■310 . • rrr ►11..1 II� 7rr � rr �r�rrMISIriIiiiMi rrrr 11111111111EA ! 1/1:4111111111111i111111111111141111111111 ii iii��� iii iiiii�� ■� '■■11■. ■■■■.■■■■■■■, �■�■ ■■ • 3460 l8 /FT LN IIIIIIIII1I iRY Rov LL -Ll -94 E .■.■■■11■■ 0 2.000 2.000 .125 1 2 X 1/8" 2 X 2 x 1/8' 2 X 3 X 1/8" 2 X 4 X 1/8' 2 X 5 X 1/8' ALUMINUM ANC FS 6.000 1 X 2 X 1/8" 2 X 2 X 1/8" 2 x 3 X 1 /8" 2 X 4 X 1/8" 2 X 6 X 1/8" ALUMINU TUB S .125 TY PART 4 11117 /1071 /1070 /1019 41022 41024 41023 41026 41031 /1029 41051 45012 45013 45014 1x1 - 3/4X1/8' CHANNEL L RON -24 STORM BAR /1047 RON -57 STORM BAR / 1043 RON -56 STORM BAR 41044 RON -23 ALUM INSERT !11046 DESCRIPTION SLAT RON -68 TRACK RON -72 TRACK RON -73 1x2x1/8" TUBE 2x2xl /8' TUBE 2x3x1/8" TUBE 2x4x1/8" TUBE 2x6x1/8" ruBE 1x1x1/16" ANGLE 1x2x1/8" ANGLE 2x2x1/8" ANGLE 2x3x1/8" ANGLE 2x4x1/8 ANGLE 2x5x1/8" ANGLE 30 0 50 60 7 80 90 SHUTTER WIDTH 00 120 130 140 l50 160 - INCHES ES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. RON -68 SLAT FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21 FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SI ZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. - TYPICAL ELEVATION PRODUCT RENEWE. AccEpTANcl: I :c. _90 = 0609. 8 1y Y1i( .);.;C'I' (a );•1110i_ 33 rG C (.:0141•1.14 (11 . SLAT DEFLECTION AT . ......�..��.................. PSF LOAD �a�SSEM Err. E • p.06t2 IN' a aMI����M�___�� ��_� ExrR�D M x1 11 S LAT r = = = :_:C`II.I............C�CCI :CC :. M lielumnamminlalIMMIIMIIIMENNIMIIMmmemme a ����l . a �� M �Ml�r�_��r���IMr a limmummaammimaivimaimanspactocommumoream INNINIIIIMINIIIMIRIIIIMMINIMINNINNIMMININNI slimemmllsislammemmommumnimamillIN slememommowalimmwasamemommissommismom ��MM■���� =� a = = == = = = = = = =� L9 ������ ��_�� rte- ~�m�51�_IM 1�� 30 d0 SO 68 70 80 90 100 110 120 130 140 L50 160 SHUTTER WIDTH - INCHES INDEX OF DRAWING DESCRIPTION EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS SINGLE SPAN DETAILS ANCHOR GRAPHS MULTIPLE SPAN INSTALLATION DETAIL HEADER /MULLION CONNECTION DETAILS STORM BAR ANCHOR DETAILS SH -- EET NO. 2 3 4 5 s 7 MULLION do BOX ANCHOR DETAILS 8 THRU 13 POST MULLION LOADING CHARTS 14 se 15 TOP SUPPORT LOADING CHARTS 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL Sc FLOOR COVERING (STUCCO. TILES. ETC.) ruEBA jEa5 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY, ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING C ORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -1.6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE SHALL FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024.-T4 OR 7 075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, 8. DESIGN CRITERIA: T FOR MULTIPLE SPANS H OR GEAR DRIVEN. OF HEADER, STORM BARS ANO SLATS THE COMBINED MAX DEFLECTION MAX DEFLECTION < L /1$p S L /30 OR 2 ". FOR MULLIONS 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, ASCE 7 8 BASED O 0MPH CALCULATED D AS pER VELOCITY OUIREMENTS OF PR001 MARKIN A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOx WITH THE FOLLOWING STATEMENT: 41117 EXTRUDED ALUMINUM ROLLING SHUTTER 'DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLAOEN, INC. E^9 DR. NUTAA 0 WOOD O Q STRUCTURES FLA. PE + 16557 APPROVED AS COMPLY :NC N':TH THE SOUTH FLORIDA BUILDING CODE c) Z Alb 19 4Y YCOOI' 1 CD ?;1ROL DiV!S:ON .uiLDINC CODE COMPLIANCE O f� E CCUTANCE NO. Q �- r7$ 0 in 0 5 v z v z (1 O E-+O 04 0 O 0. O U w z ri o 0Z > �w 0 n. 0 a C4 V1 N Es w Z w. a Z� ZN - - 0 I N (O N tel 0 a O 0 C) _ O < O W I"T Zo o 00 I 1-t-1 Z -J N. a 78Ln Z CC L1:� r7 0 n C 0 v .a _ u 0 0 c 0 u IV m B x 0 O 0 o_ 1 1 0 0 O 0 drawing no. 94 - 55 18xl" TEKS & WASHER 0 18' O.C. riii ALTERNATE SILL NO BOTTOM TRACK 1x2x1/8" TUBE 0 TOP 11" LONG SEE ELEVATION SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL 1xlxl /16" ANGLE CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL RON -68 SLATS RON -72 TRACK RON -72 TACK - CONTINU S (2) 11 x3/4' SMS 1/8' STAINLESS STEEL BRACKET W/ ADJ. PLATE I 16' o.C. TYP ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" PIN GRIPS 0 16" O.C. ANCHO: CH RT TO USE x•" 'L'M 8 OCK w000 8 - 1 - D - - E - - 2 ' REEL 1x2x1 /8" TUBE 11" LONG 18x1" TEKS & WASHER 0 18" 0.C. lxlxl /16" ANGLE RON -73 TRACK 1x1x1/16" ANGLE 114x3/4" SMS 0 12" 0.C. 1 -1/4" 2x5x1/8" ANGLE _f 2x2x1/8" r•== =� 2x3x1/8' 2x4x1/8" I I I 1 CONTINUOUS; .J ��` r IL 2x2x1/4" CUP ANGLE 2" LONG t�- BRACKET EA - TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. 2x2x1/4" CUP ANGLE 2" LONG 114x3/4' SMS 0 12" O.C. O 12" 0.C. UPTO 100 PSF O 6' 0.C. UPTO 220 PSF RON -73 TRACK -/ 2x2x1/8" TUBE 0 TOP 11' LONG (2) 114x3/4" SMS SINGLE SPAN WITH BUILT OUT ANCHORS: EMBEDMENT Sc EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) ANCLE 2x4x1/8" CLOSURE ANGLE 1 /4x1 -1/2" NAIL PINS 0 8' O.C. 2x5x1/8" BOTTOM ANGLE 1 x 2 x 1/4" CUP ANGLE W/ 114x3/4" SMS r ,I I I I 1 "I' REEL I1 (2) 1/4" DIA TAPCONS 1 -1/4" EMBED - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D AT.. . E.. - CO BY / / /..._ _ PRODUC 1 1 'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 47- 1)R71 180/2" SMS 0 12" 0.C. 2x5x1/8" ANGLE 0 IMPACT SIDE 18x1" TEKS & WASHER 0 18" 0.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. 2x2x1/8" TUBE 2x3x1/8" 2x4x1/8' 2x6x1/8" RON -68 SLATS it 11 1,�.� BRACKET 1 1 2x2x1/4" CLIP ANGLE 2" LONG 2 PER CENTER TUBE MULLION 1 PER JA148 MULLION CLASS 3" MIN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN RON -73 TRACK 121x1/16' ANGLE RON -73 TRACK (2) 114x3/4" SKIS Dlr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE f .16557 (3) 1/4x2 -3/8" TAPCONS INTO CONC. (4) 1 14x1 -1/2" 5M5 INTO W000 CONT. TUBE MUWON SEE GRAPH 11 REEL SINGLE SPAN SPLIT SHUTTER W/ MULLION MULLION SEE GRAPH FLOOR SHOE PIZODUCT RENEWE1I TANCENo 00 OG,O`T Og 1`.ATION DATE Yf�J DU§.'T CONTI OL DIVIS N T3u 1L1yl1J%tOl)li COMPL.IA..Ncia0Li'1c r 1n •t- cc N. w o Z 0 w r'1 a Q o Ul v Z •• rel LJ —.. r—� c 0 . L. v r— rn 0 c L u I 1 0 C A N m 0 0 u 0 0 O 0 0 ) drow;ng no. 94 -55 ) sheet 2 of 21) �C�Ca1G1[•Z� ��� • 00 ©0 ° ono �s 18xl" TEKS & WASHER 0 18' O.C. riii ALTERNATE SILL NO BOTTOM TRACK 1x2x1/8" TUBE 0 TOP 11" LONG SEE ELEVATION SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL 1xlxl /16" ANGLE CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL RON -68 SLATS RON -72 TRACK RON -72 TACK - CONTINU S (2) 11 x3/4' SMS 1/8' STAINLESS STEEL BRACKET W/ ADJ. PLATE I 16' o.C. TYP ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" PIN GRIPS 0 16" O.C. ANCHO: CH RT TO USE x•" 'L'M 8 OCK w000 8 - 1 - D - - E - - 2 ' REEL 1x2x1 /8" TUBE 11" LONG 18x1" TEKS & WASHER 0 18" 0.C. lxlxl /16" ANGLE RON -73 TRACK 1x1x1/16" ANGLE 114x3/4" SMS 0 12" 0.C. 1 -1/4" 2x5x1/8" ANGLE _f 2x2x1/8" r•== =� 2x3x1/8' 2x4x1/8" I I I 1 CONTINUOUS; .J ��` r IL 2x2x1/4" CUP ANGLE 2" LONG t�- BRACKET EA - TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) W000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. 2x2x1/4" CUP ANGLE 2" LONG 114x3/4' SMS 0 12" O.C. O 12" 0.C. UPTO 100 PSF O 6' 0.C. UPTO 220 PSF RON -73 TRACK -/ 2x2x1/8" TUBE 0 TOP 11' LONG (2) 114x3/4" SMS SINGLE SPAN WITH BUILT OUT ANCHORS: EMBEDMENT Sc EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) ANCLE 2x4x1/8" CLOSURE ANGLE 1 /4x1 -1/2" NAIL PINS 0 8' O.C. 2x5x1/8" BOTTOM ANGLE 1 x 2 x 1/4" CUP ANGLE W/ 114x3/4" SMS r ,I I I I 1 "I' REEL I1 (2) 1/4" DIA TAPCONS 1 -1/4" EMBED - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D AT.. . E.. - CO BY / / /..._ _ PRODUC 1 1 'TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 47- 1)R71 180/2" SMS 0 12" 0.C. 2x5x1/8" ANGLE 0 IMPACT SIDE 18x1" TEKS & WASHER 0 18" 0.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. 2x2x1/8" TUBE 2x3x1/8" 2x4x1/8' 2x6x1/8" RON -68 SLATS it 11 1,�.� BRACKET 1 1 2x2x1/4" CLIP ANGLE 2" LONG 2 PER CENTER TUBE MULLION 1 PER JA148 MULLION CLASS 3" MIN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN RON -73 TRACK 121x1/16' ANGLE RON -73 TRACK (2) 114x3/4" SKIS Dlr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE f .16557 (3) 1/4x2 -3/8" TAPCONS INTO CONC. (4) 1 14x1 -1/2" 5M5 INTO W000 CONT. TUBE MUWON SEE GRAPH 11 REEL SINGLE SPAN SPLIT SHUTTER W/ MULLION MULLION SEE GRAPH FLOOR SHOE PIZODUCT RENEWE1I TANCENo 00 OG,O`T Og 1`.ATION DATE Yf�J DU§.'T CONTI OL DIVIS N T3u 1L1yl1J%tOl)li COMPL.IA..Ncia0Li'1c r 1n •t- cc N. w o Z 0 w r'1 a Q o Ul v Z •• rel LJ —.. r—� c 0 . L. v r— rn 0 c L u I 1 0 C A N m 0 0 u 0 0 O 0 0 ) drow;ng no. 94 -55 ) sheet 2 of 21) FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY I4ULDPLYING WITH THE FACTOR BELOW LfroIST. 124.3` O ' � ..: o 2 - 1/2` 8d -2" 6d- 1 -1/2" 5d-1-I/4" FdGI4g- , ISO-- 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. s J Z e H N 0 ANCHOR CHART 1 R UAVelA t ■ ., QhCHOR SF .GIN ,■` LB 15 20 25 38 35 TRIBUTARY WIDTH - INCHES LB 15 20 2S 33 35 TRIBUTARY WIOTH - INCHES 40 ANCHOR CHA- R LDR'StY 7 WEIN HQR F111 =11111!!l ii ■111■1■ ■■11 - ■ ■,1 ■ ■11111 ■ \ ■11 ■1144r!!1► 1M■■111i�/■� /■ 111111111111111111111111210211111111 , , ■,i■'■,■■■■■ ,,.1111■■.■■■ '��. ■ ■,. ■■ ■►1►111►111■■111N� , 111111111,1111111111111111111111111111, 1111111•111211111111111111111111 r ■ ■11 ■E■MM ■� 4 0 tv N 0` m s gC) 0 -' J Z L3 -.. H In W O e 0` s N 0` L8 15 20 25 38 35 TRIBUTARY WIDTH - INCHES 40 -11„11■..■■ 1111111■ 1-,-'.■ ■11111 l!'if: ; 1111111111M111111111110111111111111311 111111111111111111111111111111111111111111 1111i18i ■ ■ ■►1■ ■■ ■►1� \ ■1111111■ ■111111■■ 11,..11, 1111■■`■ IL 1111■ ,.,■.,.■■ ■ ■1111■,■`. ■`, ■■■■■■`■,'. ■ ■ ■ ■ ■ ■ ■\�,ISI■ 1111■■■■ ■11.11•' ■ ■ ■ ■ ■ ■111 1111■ ■1111■ ANCHOR CHART 5 R Lt7t A LS 20 25 38 35 TRIBUTARY WIDTH - INCHES N 0• s 8 Z e W e L!7 L3 TRIBUTARY WIDTH = 40 C IN IL ANCHOR CHART 3 R LQK 15 20 25 38 35 TRIBUTARY WIOTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICA- - AT..TCHO RS HOR O A - 1 /4 i�CON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ^ HOa - M• .. _W /,RAWL SCRU -LEAD INTO CONCRETE 1 -17Y EMBE MENT - ----= ANCHOR ©= 1/4' x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC 800Y) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©D = 1 /4" RAWL CALK-IN, STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR 0 _ /14 S.M.S. INTO WOOD, 1 -1 /2" M IN. EMBEDMENT ( 1 5 / 0 4 "- X 0. 1 4 - 7 1 ) /2" ANCHOR OF PIN GRIP 1/2" MIN. EMBEDMENT TO CONCRETE OR BLOCK. SW 2 X ( f OF SPANS) 40 -yam NO Engr. OR. HUI.LAYOUN FAROOQ STRUCTURES FLA. PE / 16557 tuL,t UI TANGE IN W000 - 1 - 1 /4" REDUCTION FACTOR IS REQUIRED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT '7E - 19 Cr BY �/ PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 41- a K2 . as 00 PRODUCT RENEW E I ACCEPTANCE No. 00 OS. Ot 0 $ XTIRATION DATE D 4 Y— 'R )D as CUN I'KUL.1)LV1h Qui) cA,A AN( ' i'( co rn c0 to N O -J 0 CC Ln Z 'l o Z w ,-� O 4 Q O a0 GLL' (t Q N w Vl w O r ¢W" W I- O L- u s Cr) O N 0 ' L ( 0 V 0 0 0. U V 0 i 0 0 01 m h 04 • u 0 0 0 4 u u 0 1 94-55 sheet 3 of 2 u H000 HEIGHT VARIES 8" TO 14" 2x4x1/8" CLIP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/8" 2x4x1/8" (2) /14 SMS 2x2x1/8" ANGLE 2" LONG RON -73 TRACK 2x4x1/8" MULUON (1023) 1x1x1/8" ANGLE ANCHORS SEE SHEET 2 2x2x1/8" TUBE / 14 X 3/4" S.M.S. O 12" 0.C. UPTO 100 PSF O 6" 0.C. UPTO 220 PSF RON -68 SLATS /8x1" TEKS do WASHER RON -68 SLAT 0 18" 0.C. ANCHORS I LA MULTIPLE SPAN FOR MULLION ANCHOR 2x5x1/8• ANGLE SECTION SEE DETAIL NOTCH ANGLE 1 -1/2' CONTINUE MULLION AS REQUIRED. ��— CUP ANGLE 0 MULUON W/ j14x3/4 SMS 2x4x1/8" ANGLE 2x3x1/8" 2x2x1/8" 1x2x1/8' POST SEE SCHEDULE 2 X 2 X 1/8" CONTINUOUS ANGLE 1/4 "x2 -3/8" TAPCON 0 8'0.C. MULTIPLE SPAN PLAN HEADER NOT SHOWN 2x2x1/8" CUP ANGLE SHUTTER HEIGHT MULLION HEIGHT CNN I 0 ECT HEADER TO TUBE W/ 1/2" ALUM THRU BOLT STORM BAR 1/4" o FASTENERS HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION TOP MULLION CONNECTION TO WALL. SEE DETAIL 2 X 5 X 1/8" ANGLE f NO. OF FASTENERS IN WOOD ON EACH SIDE MAY BE CALCULATED AS. # REGD. _ LOAD ON STORM BAR ANCHOR 273 X 2 1 X 2 ALUM TUBE HEADER TUBE i LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER X 12.75 10.75 8.75 6.75 A CONC. 560 552 540 524 A BLOCK 185 182 179 173 E W000 275 271 265 257 TRACK REACTION = R = 4 x sh x sw x Pd USE DIRECT CONNECTION AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE ALLOWABLE CAPACITY. FOR COMBINATION OF DIRECT ANCHOR AND TUBE EXTENSION USE THE TOTAL CAPACITY AS THE SUM OF THE TWO TYPES (2) j 14 X 3/4" S.M.S. STORM BAR CONNECTION TO FLOOR & CEILING N0. OF FASTENERS RE00. EACH SIDE STORM BARS RON 24 RON 24&23 RON 56 RON 57 �X 2 x 1/8" 2 X 'S` 71~::1 /a 2 X 4 X 1/8' 2 X 4 X 1/8' W/ STIFFENER 2 X 6 X 1/8' 2 X 6 x 1/8' W/ STIFFENER FASTENERS A. 0 E A. 0 A. D E A. 0 E A. 0 E A. 0 CONC. 2 2 3 3 4 w000 4 4 5 5 6 8 (N 1 / CCONS � 1 -1/4: EMBED 0 8 O.C. ALU 2 ALUM TUBE TRACK BOTTOM MULLION CONNECTION TO BUILT -OUT L ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE CONC. BLOCK w000 FASTENER 3 /8 "0KWIK BOLT 1 /2 "0KWIK BOLT 5 /8 "0Kw1K BOLT 1/4' SLEEVE ANCHOR 5/16" SLEEVE ANCHOR 3/8" SLEEVE ANCHOR /14 SMS /LAC SCREW EMBED 2 -1/2 " 3 -1/2" 4' 1 -1/8" 1 -1/4" 1 -1/2" 1-1 /2" P1 1720 2839 3800 266 447 626 310 DIRECT HEADER CONNECTION TO STRUCTUR PRODUCT RENEWED ACCT TANCE No. 0 o GO S. OB FA RATION DATE 10 - A 200 By CONTROL DIV .StU DEeQ14 11AN 2 X 2 X 1/ 4" ALUM ANGLE 4' LONG INTO CONC. 12" LONG INTO BLOCK 8" LONG INTO W000 USE LARGER ANGLE LENGTH TO MAINTAIN MIN 5d SPACING (2) 1/4" TAPCONS OR (2) j 14 S.M.S. TO BUILT -o ANGLE FLOOR SHOE `- (R)REACTION Sw Aiiii I r �- j 14 S.M.S. 2/ ANGLE I_ 111( IL__JI 4 X 1 BUILT - OUT ANGLES 2 X 4 X 1/8" 9 -1/2" LONG (2) j 14 S.M.S. UBE SEE SCHEDULE 2 X 4 X 1/8' ALUM ANGLES 9 -1/2" LONG STORM BAR BOTTOM CONNECTION VIEW "4 -4" gr. OR. HUMAYOUN FAR000 STRUCTURES F E j 16557 2PROYiD AS COMPLYING WITH THE SOUTH FLORIN BUILDING CODE DAT PRODUa •«NTROL DIV!SiON BUILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO, cp a i t'Th O H <4 C4 O CL C4 O U 0 v 0 N O 0: z Eri 1- U 0 cc o_ 0 c 0 u V1 0 .0 0 0 v v 0 A z 0 0 U 9 0 O rt tn 0 u ) drawing no. 94 -55 sheet 4 of 21 REACTION (Re) REACTION (Rc) \- END MULLION HEADER CENTER MULLION Sh Swl Sw2 Re = Sh (S OR Sw2) Pd 4 Sw1 Sw2 DESIGN LOAD = Pd = PSF HEADER CONNECTION TO CENTER MULUON R C = Sh (Swl + Sw2) Pd 4 Rc = 4 HEADER CONNECTION TO END MULLION 4 FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL AO Re /Rc< 3721 Ibs USE CONNECTION DETAIL eD Re /Rc< 4442 Ibs USE CONNECTION DETAIL ALL DIMENSIONS SHOWN Sh, Sw. Sw1 ETC. ARE IN FEET. HEADER TUBE AS REQO. MIN 1/8' THICK 1/2' 0 ALUM BOLT W/ NUT & LOCK WASHER II �I7 tIIMd11111 .111111111111i1I111bI■ HEADER TUBE AS REDO. MIN 1/8" THICK 1/2' 0 ' U14'gOLT w -.NVI LOCK WASHER ALT, MULUON TUBE AS REQO. MIN 1/8" THICK MULUON TUBE AS REDO. 1.41N 1/8" THICK 1111. .II.111i1111.111111111111/liUdt (2) 1 14 X 3/4' S.M.S. 0 EACH LEC 2 X 2 X 1/4' ALUM ANGLE (6063 –T6) 2' LONG HEADER TUBE AS RE00, MIN 1/8' THICK (2) 1 14 X 3/4' S.M.S. 0 EACH LEC 2 X 2 X 1/4' ALUM ANGLE (6063 –T6) 2" LONG ACCESS HOLE HEADER TUBE AS RE00. MIN 1/8" THICK ALT.OB T `'''°.' ?RODUC L RENEWED � qr. OR. HUAlAYOUN FAR000 ACCEPTANCE No. 00 O 0 �F.O RES D ( CN � F1.1, PE 16557 EX RATION DATE WULUON TUBE AS REQO. MIN 1/8' THICK ACCESS HOLE PR J C 1' CONTROL DIV1S BUILD WDE CODI}'LIANCE Ot HEADER /MULLION CONNECTION DETAILS MULLION TUBE AS RECO. MIN 1/8" THICK (2) 14 X 3/4" S.M.S. 0 EACH LEC 2 X 2 X 1/4" ALUM ANGLE (6063 –T6) 1/2' 0 ALUM BOLT 2" LONG W/ NUT & LOCK WASHER (2) / 14 X 3/4" S.M.S. 0 EACH LEG 2 X 2 X 1/4' ALUM ANGLE (6063 –T6) 2" LONG 1/2" 0 ALUM BOLT w/ NUT & LOCK WASHER i- l711 : I111111N /itl111Ii I■ HEADER AS REQ TUBE MIN 1/8" THICK 1 HEADER TUBE AS READ. MIN 1/8' THICK ALT. MULUON TUBE AS RE00. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER MULUON TUBE AS READ. MIN 1/8" THICK 1/2" 0 ALUM BOLT w/ NUT & LOCK WASHER ACCESS HOLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE �r� DAT PTA., 4.. �a!i� 1911 BY i i PRODUC •;NTROL DIVISION U BUI! DING CODE COMPUAANCE OFFICE ACCEPTANCE NO 9 OR •06 O a CL Cd O N U z o 0 Q Q o0 o Csi Qi V1 � 0 "rd Cz. w t^ LT 1 Z 'v n_ .J Q W N � 4 ( 0 . N •> t c 0 .a L) V V v .D v 0 0 0 o � • w a 0 0 u 0 0 0 0 1 D O - 0 drowing no. 94 -55 sheet 5 of 21 f*1a tJ S v. t -, C Y. oUj4 ' t.. % . to G. � 1 (r0�• N C 0- E RES - b R`! w N! no u A(NOU lT I 00 X - ' 01. 6 • PAD • pR'UI{>G Ab PAR.1 'r1 (� lN e..13 wARor;lc. LA11 ts, N ra •PLASTt2 Yo M, ExiS• .R5mo1/ v i .tCbW LoG K Urw /2.x&ly r -11IS ivrai i TI 6 / 5c, • -- -- , 2 -� 1,4z �AwVs (' ICY • ALi N4 i Le ?. - T - rm r 0 f 4 Sh - Sw Sb CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE STORM BAR SIZE RON -24 RON- 24&23 RON -57 RON -56 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER 1 14 S.M.S. 2 3 ALL DIMENSIONS SHOWN Sh, Sw Sb ETC. ARE IN FEET. HEADER STORM BAR 1 14 S.M.S. BUILT -OUT ANGLES 2 X 4 X 1/8" 9 -1/2" LONG S) IF P > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. FACTOR = 1.25 FOR 2 SPANS 1.10 FOR 3 SPANS Sb = STORM BAR HEIGHT TRACK CUP ANGLE /4" 0 EACH SIDE W/ 11 14 S.M.S. OUTSIDE STORM BAR BUILT -OUT ANCHOR DETAIL CONT. ALUM ANGLE 0 WALL ALT. HEADER TUBE BETWEEN MULUONS SEE DETAIL SEE SCHEDULE STORM BAR TRACK 1 x 1 X 1/8" ALUM ANGLE CONTINUOUS 3/16" POP RIVETS 2 X 5 X 1/s" CONT. ALUM ANGLE 6063 -T6 ANGLE LENGTH (IN.) 2 3 4 5 STORM BAR WALL ANCHOR CAPACITY (Lbs) ANCHORS /SIDE 1 2 2 3 ANCHOR TYPE D E BASE MATERIAL CONC. 380 271 1227 760 380 1753 F 0 E F D E F 0 w000 BLOCK CONC. w000 BLOCK CONC. w000 BLOCK CONC. E W000 F BLO.C.ie ALUM ANGLE 2 X 2 X 1/4" 876 760 543 1974 taao ALUM ANGLE 2 X 2 X 1/8" 347 347 271 520 520 .380 693 693J - ��543 866 610 866 610 LOAD ON STORM : s ANCHOR = P = Sw • Sb X Pd X FA F S c SEE SCHEDULE 1 14 X 3/4" S.M.S. CHANNEL OR 1x2x1/8" ANGLE CHANNEL OR SEE SCHEDULE 1x2x1 /8" ANGLE (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) 1 14 X 3 / 4 ' S.N.S. EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL Dy PR SEE MULUON ANCHOR DETAIL 1 0 2 X 2 X 1/8" CUP ANGLE TO CEILING EACH SIDE INSIDE /OUTSIDE STORM BAR MULLION TO FLOOR ANCHOR DETAIL PRODUCT RENEWED ACCEPTANCE No. - 0 ' cr 09.0 Ea 'TRATION 1).VI'E 0/ •• UCT CONTROL DIV DE COMPLLANClt U Zo t:Ain'UfaHUMAAYQU .FAR000 STRUCTURES FLA. PE / 16557 2 X 2 X 1/3• X2' ALUM CUP ANGLE W / ( 14 S.M.S. TOP & BOTTOM MULLION (CONTINUOUS) (2) 1/4" THRU BOLT w/ LOCK Nur OR (2) 11 14 x 3/4' S.M.S. EACH SIOE SEE MULUON ANCHOR DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT P-M. ���� E��- 19C�`"i BY PRODUC ••NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND,Q�I6. O5 0 0 co I •COO W U u - I^ 0 Z ' Q r w -2 O <n CA 0 0 C4 0 0 0 0 0 - o 0 0 �C 0 6 6 n 0 0 9 u r 0 0 c at N 1. 0 O cc 0 5 drow;ng no. 94 -55 sheet 6 of 21 CLIP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MULLION SIZE I 14 S 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 2 X W/ STIFFENER 2 X 6 x 1/8" 5 2 X 6 X 1 8 W/ STIFFENER 3 4 6 2 MULLION TUBE AS REOD. MIN 1/8' THICK WAIL C ONNEC TI ON TOTAL LOAD ON MULLION P = Sh X Sw 4 Pd = P Sh X Sw pd 2 LOAD AT ANCHOR AT TOP = Pt = P ' Sb Sh Lbs (END MULLION) Lbs (CENTER MULLION) Lbs MULLION WAIL ANCHOR CAPACITY (LIDS) ANGLE N LENGTH (I ) 2 X 2 X 1/4" ANCHORS /SIDE ANCHOR MA AL CONNECTION 6.25 3 0 CONC. 2629 E W000 1140 F BLOCK 814 8.75 4 0 CONC. 3505 E W000 1520 F BLOCK 1085 11.25 5 0 CONC. 4381 E W000 1900 F BLOCK 1356 13.75 6 D CONC. 5258 E W000 2280 F BLOCK 1628 SAME AS ABOVE ANCHOR (y 1/4 x 1-1 • LT1 METAL HIT ANCHORS 1' El) ENT TO CONCRETE OR BLOCK ANC = 1 /4' RAWL CALK -IN, TOTAL ANCHOR BOGY INTO CONC. ANCHOR ©_ /14 S.M.S. INTO WOOD, 1-1/2' /2 MIN. EMBEDMENT ANCHOR OF 1/4' X 1 -1/2' PIN CRP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND T1 COVERING (STUCCO, T1LES, ETC.) AT BOTTOM = Pb = P - PL Lbs IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOW ANCHORAGE SYSTEM SHALL BE DESIGNED ONE& Tt5 BASIS. AN H P RLPT1 N ANCHOR O.. 1/4• TAPCON 1 -,) 4 EMBEDMENT TO CONCRETE 1! 1/4' EMBEDMENT TO BLOCK ANCHOR 0- 114 S W/ RAWL SCRU -LEAD 1 O-CON RETC E 4 ...)„,,r/2" EMBEDMENT SEE SCHEDULE MULLION TUBE AS REQO. MIN 1/8" THICK SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. SEE TABLE BELOW MULLION CONNECTION TO FLOOR &- C N0. OF FASTENERS aEQ0✓ EX�CH SIDE C MULUON �4STt N TOP BOTTOM 51 - TYPE CONC. WOOD CONC. WOOD Y 2 X 1 8 A 2 X 3 X 1/8' 8 2 2 X 4 X 1 8 A 2 g 3 a SLAB CONNECTION 3 2 2 X 4 X 1/8' 1/2` W/ STIFFENER KwiK BOLT 2 X 6 X 1/8' 2 X 6 X 1/8 1 /2' 0 2 4 2 2 4 2 2 3 W/ STIFFENER XWIb SOLT� 1 - PRODUCT REN ACCEPTANCE NO.QQ - By — PR 'CT CUNTR61.D(VISION DE COMPLIANCE Ut E:XP ATION DATE D ( , Engr OR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 R 2000 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA T 9 C)`l BY � ��, PRODU 0NTR0L DIVISION DE COMPLIANC A BUILDING CO N0.4�__ � Q j E OFFICE' N J 0 X 0 OJ z 0 J J 0 O co • to z O I N c 0 C1 u 0 0 1 O CK Q o z 0 LL in DJ . I W Z J g Z �� O o �o u) 2 v r • ii 0 5 0 v 0 dro w ng no. 94 -55 0 0, 4 J 0 CC 0 leri.`.' ■as _ RP2X2CEl MAX OEFL. SPAN /180 • r T 1.. 0 m � L. - r 4 , sta , 36 1 III III , m u.uiuIIuIi.- im monsi ' 1 .: ■ el LW ,',!!f' Ii ii!ii! __ Illik■ MEI Ell _ z3 , ■`■ ��II, n RPZX2CE2 L, 5PA1111r INAX, OEFN /185 42" MIIIIIMIll J ■■■_ S �-U T M ,11'.'_ MEM Mill111•1111111111■ MINIM\ 1 NI IMIIIIIIIIMIIIMI Min W N tiJ 2 x 2 POST - SINGLE SPANS 4 5d b6 7 86 MODULE WIDTH - IN - 5INGLE 5PAN5 POST ENO POST MODULE WIDTH 1- MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS ca C1! , -11„11 `. • -,11_1 IL I. • 1111111111 °- • 1110111MIIIINIMINEMSIMINI VI 6 1-11-1 ce a. IM1IIMM11 — p p, IIMMIIIIIMIMINIMINIMINTO NIIIIMMIIIIIMIIIIMIIII w 1 X011 \M11.11r.'— /52 laillailiMEITICIM"I."— ITOM N RP2X2EDt IMEI MAX. DEFL. SPAN /180 3 41 5 1- 6 bd - 7d ad MODULE WIDTH - IN - 5INGLE SPANS 11 N a- W N W ec w ° STORM BARS N 0_ ° MODULE 2 x 2 POST - TWO SPANS �d 5E 96 1d6 L16 12d 13d MODULE WIDTH - IN. - Tw0 5PAN5 STORM BARS POST WIDTH MODULE WIDTH TWO SPAN$ END POST 2 x 2 ENO POST - TWO SPAN ts0 60 9 1 11 6 12d Lad MODULE WIDTH - IN. - T1-40 SPANS LJ CC N N W v 3- z N N w ° .-4 -4 1L B V7 0` a- m M LJ In ?DI LD m N v w m o (U a) STORM BARS 2 x 2 POST - THREE SPANS 111111111111...._ iii 1M11T EOM RP2X2CE3 :MAX. DEFL, 5PAN /180 91( Llid 11V1 Ltd 13E1 146 1511 L6d MODULE WIDTH - LN - THREE SPANS END POST C MOOULE WIDTH POST THREE SPANS 2 x 2 E2r- THREE S P STORM BARS L ) ]ld 126 13 146 156 L66 MODULE HIDTH - IN - THREE SPANS git MODULE WIDTH UCT RENEWED ACCEPTANCE Nu. -0 C E T RATION DATE r: DR. HUMAYOUN FAR000 S CCTURES FLA. P I 16557 PrN1101Vi- _ s • t SDU �•DE :Lca APPR.'ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - ' r1�■�■� 9 9' BY PRODUI' ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - 6'26.65 Z 0 O J In O 0_ r 0 0 cn O O 1 J LL w -J 0 Z L ) c 0 .a u 0 v o C 0 o P 0 01 0 u N 0 0 u 0 N 2 drow;ng no. 94 -55 sheet 8 of 21 CORPORATION & PRODUCT DESIGN leri.`.' ■as _ RP2X2E0] DC L. SPAN /1B0 • r T 1.. 0 m � L. - r 4 sta 1 III III m u.uiuIIuIi.- im monsi .: iumnuu INN : 111111111__ m'1'1,''', ,',!!f' Ii ii!ii! __ Illik■ _ z3 , ■`■ ��II, n RPZX2CE2 L, 5PA1111r INAX, OEFN /185 42" J W N tiJ 2 x 2 POST - SINGLE SPANS 4 5d b6 7 86 MODULE WIDTH - IN - 5INGLE 5PAN5 POST ENO POST MODULE WIDTH 1- MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS ca C1! , -11„11 `. • -,11_1 IL I. • 1111111111 °- • 1110111MIIIINIMINEMSIMINI VI 6 1-11-1 ce a. IM1IIMM11 — p p, IIMMIIIIIMIMINIMINIMINTO NIIIIMMIIIIIMIIIIMIIII w 1 X011 \M11.11r.'— /52 laillailiMEITICIM"I."— ITOM N RP2X2EDt IMEI MAX. DEFL. SPAN /180 3 41 5 1- 6 bd - 7d ad MODULE WIDTH - IN - 5INGLE SPANS 11 N a- W N W ec w ° STORM BARS N 0_ ° MODULE 2 x 2 POST - TWO SPANS �d 5E 96 1d6 L16 12d 13d MODULE WIDTH - IN. - Tw0 5PAN5 STORM BARS POST WIDTH MODULE WIDTH TWO SPAN$ END POST 2 x 2 ENO POST - TWO SPAN ts0 60 9 1 11 6 12d Lad MODULE WIDTH - IN. - T1-40 SPANS LJ CC N N W v 3- z N N w ° .-4 -4 1L B V7 0` a- m M LJ In ?DI LD m N v w m o (U a) STORM BARS 2 x 2 POST - THREE SPANS 111111111111...._ iii 1M11T EOM RP2X2CE3 :MAX. DEFL, 5PAN /180 91( Llid 11V1 Ltd 13E1 146 1511 L6d MODULE WIDTH - LN - THREE SPANS END POST C MOOULE WIDTH POST THREE SPANS 2 x 2 E2r- THREE S P STORM BARS L ) ]ld 126 13 146 156 L66 MODULE HIDTH - IN - THREE SPANS git MODULE WIDTH UCT RENEWED ACCEPTANCE Nu. -0 C E T RATION DATE r: DR. HUMAYOUN FAR000 S CCTURES FLA. P I 16557 PrN1101Vi- _ s • t SDU �•DE :Lca APPR.'ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - ' r1�■�■� 9 9' BY PRODUI' ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - 6'26.65 Z 0 O J In O 0_ r 0 0 cn O O 1 J LL w -J 0 Z L ) c 0 .a u 0 v o C 0 o P 0 01 0 u N 0 0 u 0 N 2 drow;ng no. 94 -55 sheet 8 of 21 CORPORATION & PRODUCT DESIGN leri.`.' ■as _ RP2X2E0] DC L. SPAN /1B0 0 m � r 4 sta im monsi INN Illik■ _ z3 , ■`■ ��II, 42" S �-U T kin Mill111•1111111111■ MINIM\ NI IMIIIIIIIIMIIIMI Min Ilk U • �. tem ii 4,3 T Ng .`MI MEM .'_ NI NM 4 MINN, - 1 IIIII ,4 Iii EN -nr 3 -MMIt: - INITA- v N m RP2x2E02 MAX. DUI, 5PAN /150 , W N tiJ 2 x 2 POST - SINGLE SPANS 4 5d b6 7 86 MODULE WIDTH - IN - 5INGLE 5PAN5 POST ENO POST MODULE WIDTH 1- MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS ca C1! , -11„11 `. • -,11_1 IL I. • 1111111111 °- • 1110111MIIIINIMINEMSIMINI VI 6 1-11-1 ce a. IM1IIMM11 — p p, IIMMIIIIIMIMINIMINIMINTO NIIIIMMIIIIIMIIIIMIIII w 1 X011 \M11.11r.'— /52 laillailiMEITICIM"I."— ITOM N RP2X2EDt IMEI MAX. DEFL. SPAN /180 3 41 5 1- 6 bd - 7d ad MODULE WIDTH - IN - 5INGLE SPANS 11 N a- W N W ec w ° STORM BARS N 0_ ° MODULE 2 x 2 POST - TWO SPANS �d 5E 96 1d6 L16 12d 13d MODULE WIDTH - IN. - Tw0 5PAN5 STORM BARS POST WIDTH MODULE WIDTH TWO SPAN$ END POST 2 x 2 ENO POST - TWO SPAN ts0 60 9 1 11 6 12d Lad MODULE WIDTH - IN. - T1-40 SPANS LJ CC N N W v 3- z N N w ° .-4 -4 1L B V7 0` a- m M LJ In ?DI LD m N v w m o (U a) STORM BARS 2 x 2 POST - THREE SPANS 111111111111...._ iii 1M11T EOM RP2X2CE3 :MAX. DEFL, 5PAN /180 91( Llid 11V1 Ltd 13E1 146 1511 L6d MODULE WIDTH - LN - THREE SPANS END POST C MOOULE WIDTH POST THREE SPANS 2 x 2 E2r- THREE S P STORM BARS L ) ]ld 126 13 146 156 L66 MODULE HIDTH - IN - THREE SPANS git MODULE WIDTH UCT RENEWED ACCEPTANCE Nu. -0 C E T RATION DATE r: DR. HUMAYOUN FAR000 S CCTURES FLA. P I 16557 PrN1101Vi- _ s • t SDU �•DE :Lca APPR.'ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - ' r1�■�■� 9 9' BY PRODUI' ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - 6'26.65 Z 0 O J In O 0_ r 0 0 cn O O 1 J LL w -J 0 Z L ) c 0 .a u 0 v o C 0 o P 0 01 0 u N 0 0 u 0 N 2 drow;ng no. 94 -55 sheet 8 of 21 CORPORATION & PRODUCT DESIGN leri.`.' ■as _ RP2X2E0] DC L. SPAN /1B0 r 4 im monsi z3 , ■`■ ��II, 42" S �-U T 1, Rn � 01 U • �. tem ii 4,3 4 - 1 IIIII ,4 Iii EN W N tiJ 2 x 2 POST - SINGLE SPANS 4 5d b6 7 86 MODULE WIDTH - IN - 5INGLE 5PAN5 POST ENO POST MODULE WIDTH 1- MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS ca C1! , -11„11 `. • -,11_1 IL I. • 1111111111 °- • 1110111MIIIINIMINEMSIMINI VI 6 1-11-1 ce a. IM1IIMM11 — p p, IIMMIIIIIMIMINIMINIMINTO NIIIIMMIIIIIMIIIIMIIII w 1 X011 \M11.11r.'— /52 laillailiMEITICIM"I."— ITOM N RP2X2EDt IMEI MAX. DEFL. SPAN /180 3 41 5 1- 6 bd - 7d ad MODULE WIDTH - IN - 5INGLE SPANS 11 N a- W N W ec w ° STORM BARS N 0_ ° MODULE 2 x 2 POST - TWO SPANS �d 5E 96 1d6 L16 12d 13d MODULE WIDTH - IN. - Tw0 5PAN5 STORM BARS POST WIDTH MODULE WIDTH TWO SPAN$ END POST 2 x 2 ENO POST - TWO SPAN ts0 60 9 1 11 6 12d Lad MODULE WIDTH - IN. - T1-40 SPANS LJ CC N N W v 3- z N N w ° .-4 -4 1L B V7 0` a- m M LJ In ?DI LD m N v w m o (U a) STORM BARS 2 x 2 POST - THREE SPANS 111111111111...._ iii 1M11T EOM RP2X2CE3 :MAX. DEFL, 5PAN /180 91( Llid 11V1 Ltd 13E1 146 1511 L6d MODULE WIDTH - LN - THREE SPANS END POST C MOOULE WIDTH POST THREE SPANS 2 x 2 E2r- THREE S P STORM BARS L ) ]ld 126 13 146 156 L66 MODULE HIDTH - IN - THREE SPANS git MODULE WIDTH UCT RENEWED ACCEPTANCE Nu. -0 C E T RATION DATE r: DR. HUMAYOUN FAR000 S CCTURES FLA. P I 16557 PrN1101Vi- _ s • t SDU �•DE :Lca APPR.'ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT - ' r1�■�■� 9 9' BY PRODUI' ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - 6'26.65 Z 0 O J In O 0_ r 0 0 cn O O 1 J LL w -J 0 Z L ) c 0 .a u 0 v o C 0 o P 0 01 0 u N 0 0 u 0 N 2 drow;ng no. 94 -55 sheet 8 of 21 CORPORATION & PRODUCT DESIGN _Aim No mum IN mil ml on au LI am N viii ■■■■.m ►� d - NI MI NMI NM m17 MI Ma 111111111111101111 MN NMI 1111■11111 NMI IN OE i .. NI 111■1 Ialii: IIPSMICEPIIIIINCEN1111 ill la ON i'- III MI iIPM ■_- ill :iiiES;BIBiiiiiIll WI \'_EMI'III1-` NMI WS MUM RP2X3E01 j`ll0.__- MAX, DEFL, SPAN/1501 NM -. m 3[S 4g 5 MODULE WIDTH - IN x 3 POST - SINCLE SPANS - ■i\_ ■ ■111111116. ii■ ■. ■OOMM■M ■` ■'. \i ■i ■■ Wa MENimmaseg ii_■" 1■ RP2X3CE1 MAX. DEFL, SPAN /180 2 MODULE WIDTH SINGLE SPANS 6 0 ed - SINGLE SPANS - MODULE WIDTH 2 x 3 END POST - SINGLE SP 4 5d 60 - 70 a0 MODULE WIDTH - IN - SINGLE SPANS z w : RP2X3CE2 m MAX, DEFL, SPAN /180 bth 10 80 90 MODULE WIDTH - x 3 POST - TWO SPANS TWO SPAN$ 100 110 IN. - TWO 120 130 5PAN5 x 3 ENO POST - TWO SPAN �0 BD 9 1 110 120 13d MODULE NLOrr-1 - IN. - TwO SPANS tV STORM BARS csa t9 N a- N 59' CFQ ... x 3 POST - THREE SPANS RP2X3CE3 MAX, DEFL, 5PAN /180 100 lig 120 13d NODULE WIDTH - IN - C E WIDTH POST 913 LeS0 110 L20 I3d h°OL11..E WIDTH - IN - 140 ] 5Ef 1.60 THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS 140 THREE STORM BARS a 1 ►� 1� -waisonwom ""MIM.■_1■■1∎∎I i x111 ∎1111■111\ 1— millwermmil ■ RF2X3ED3 MAX, DEFL, 5PAN /180 48 ] 50 L60 SPANS MODULE MOTH QY1 ACCEPTANCE NL. - U c_:210 b EXI ATION DA 1'L: f _ 260 END POST g: OR. HUMAYOUN FAR000 STRUCTURES FLT PE / 16557 T RENEWED UCT CONT DIVIS10 SOUTH FIOR BUILDING CODE DAT ' Ed ; 1997 � BY //�i PRODUC •'NTROL DIYIS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97 ?6.0.5 _ 0 CL CL 0 0 0 0 C2; �-7 d v e Z w i o nQ< I V ' 0 w 3 �0 w VI o Z 'v v 6 r—. O O - CC O Q U Z J co z m . I W • Wz o Q o 2 J z O O, Q O \ N 1 O a: 0 0 0 i 0 0 0 ,C 2 0, 0 0, O u i n a Q O N 0 O • r L; 0 w 5 drowing no. 94 -55 sheet 9 of 21 ec PRODUCT DESIGN RIB ■■■■.m NMI m17 II nig ill MO glINUMMINSI owl li IRO NM el. \ MEN ■ ■NMI MN ■N1 �■ MEZ=M1110111117■11 El IIIM■►EU_NOM rMIL! , ■1.111111Si11111111` le m 1110.1111V lr'I■LI- �•.■11MIEE` 1111111121•04111110 ■ 111 RP2X3E02 MAX, DEFL, SPAN /199 NMI 1 ■ IN ■rte■ • J m 3[S 4g 5 MODULE WIDTH - IN x 3 POST - SINCLE SPANS - ■i\_ ■ ■111111116. ii■ ■. ■OOMM■M ■` ■'. \i ■i ■■ Wa MENimmaseg ii_■" 1■ RP2X3CE1 MAX. DEFL, SPAN /180 2 MODULE WIDTH SINGLE SPANS 6 0 ed - SINGLE SPANS - MODULE WIDTH 2 x 3 END POST - SINGLE SP 4 5d 60 - 70 a0 MODULE WIDTH - IN - SINGLE SPANS z w : RP2X3CE2 m MAX, DEFL, SPAN /180 bth 10 80 90 MODULE WIDTH - x 3 POST - TWO SPANS TWO SPAN$ 100 110 IN. - TWO 120 130 5PAN5 x 3 ENO POST - TWO SPAN �0 BD 9 1 110 120 13d MODULE NLOrr-1 - IN. - TwO SPANS tV STORM BARS csa t9 N a- N 59' CFQ ... x 3 POST - THREE SPANS RP2X3CE3 MAX, DEFL, 5PAN /180 100 lig 120 13d NODULE WIDTH - IN - C E WIDTH POST 913 LeS0 110 L20 I3d h°OL11..E WIDTH - IN - 140 ] 5Ef 1.60 THREE SPANS THREE SPANS 2 x 3 END POST - THREE SPANS 140 THREE STORM BARS a 1 ►� 1� -waisonwom ""MIM.■_1■■1∎∎I i x111 ∎1111■111\ 1— millwermmil ■ RF2X3ED3 MAX, DEFL, 5PAN /180 48 ] 50 L60 SPANS MODULE MOTH QY1 ACCEPTANCE NL. - U c_:210 b EXI ATION DA 1'L: f _ 260 END POST g: OR. HUMAYOUN FAR000 STRUCTURES FLT PE / 16557 T RENEWED UCT CONT DIVIS10 SOUTH FIOR BUILDING CODE DAT ' Ed ; 1997 � BY //�i PRODUC •'NTROL DIYIS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97 ?6.0.5 _ 0 CL CL 0 0 0 0 C2; �-7 d v e Z w i o nQ< I V ' 0 w 3 �0 w VI o Z 'v v 6 r—. O O - CC O Q U Z J co z m . I W • Wz o Q o 2 J z O O, Q O \ N 1 O a: 0 0 0 i 0 0 0 ,C 2 0, 0 0, O u i n a Q O N 0 O • r L; 0 w 5 drowing no. 94 -55 sheet 9 of 21 ec PRODUCT DESIGN M MIMI MIIIIiMIIIMI iiiiWir MIMI MI iMEP= pea NM ,, N RI NM 11011W" MI RI IIIMEIN --, MIMI i1■11iiii- i..1.ININS 1111■11111EilltliMMIIIIIIMI NI IMIIIIMil LI NMI tMPIw — _ ■.. NM= En - 1. -, OM MI iii MINIII_:►i ELM M1 i _ me mi MN i MUM ii\ q 0 • IN ILI NU UN 11011111121■1 IMII 1111111 all INIMMIMI '''T g m IIRW-_ NM 111111... MEMO MBE INILI IIMl1!!lItlr LNE MSS Nan NUM '`i�iii i_�! IMMINtaalivire■ DEFL. SPAN /180 :�� j ��MI _ �ft. MI _ ■`.1,' 0 0 RP2X4EO1 MAX. ��'' M MIll MI NOM RI NM 11011W" MI RI IIIMEIN NI IMIIIIMil NM= IMMO OM MI ELM MN INNI IN ILI NU MN IMII 1111111 all INIMMIMI SIM NM 111111... EININSIMEELCEMEMEEI E INILI IIMl1!!lItlr Nan SIMMMEMMEM 'i_- .LZ.I_ NEM __ ■`.1,' .-'•■ ��'' El 1111MMENITIMIN IIINISAMMEIM Mordamllalim RP2X4E02 MAX. DEFL. SPAN /180 I IN 1 W CC N z L7 N W 0 x 4 POST - SINGLE SPANS iiii■ii■_.n© iii0111ii��1MIS 1111►1i1► iii=1111i iIIM1i ii111111■1111i 1■11i■11i11111. ' 11111111M:ENI 111■i1111ii1 MIN i■111i►1iih. ■ii •i i11i1111MIiIIIIIV ii 1111■1i ■l1111•1=ii 1■13111■1111■11 / 8 - --i \iNIMITS`i_1� Mao RP2X4CE1 MAX. DEFL. SPAN /IB0 3VI 421 5d 6d 7d em MODULE WIDTH - IN - SINGLE SPANS POST --- MODULE WIOTH ENO POST A1ODULE WIDTH SINGLE SPANS x 4 END POST - SINGLE SPANS r1000LE WIDTH - IN - SINGLE SPANS RP2X4CE2 MAX. ()EFL. SPAN /150 N t5 N x 4 POST - TWO SPANS b0 - 70 80 90 100 110 120 130 MODULE WIOTH - IN. - TWO 5PAN5 MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 4 ENO POST - TWO SPANS 8d 9d 1 d0 11 d 1211 130 MODULE WIDTH - IN. - TWO SPANS L W 0_ z L4 0 W 'I m J Li 0 cm tJ —4 J co' c),9 0 cs RP2X4CE3 MAX. DEFL. SPAN /180 is N 9 if l gd 110 120 130 140 15E5 HA NODULE WIDTH - LN - THREE 5 PAN5 RP2X4E03 THREE SPANS 2 x 4 END POST THREE SPANS MAX. DEFL, SPAN /150 MoDULE WIOTH - -- 9ef 1114 110 12d 130 140 1511 1.5d MODULE WIDTH - IN - THREE 5PAN5 13y PRO aU1LD 18 PRODUCT RENEWED tCCEIrrANCENU._QO- 0604. 2-00 EX RATION DATE �/? Engr: OR. HUMAYOUN FAR000 STRUCTURES FU. PE 1 16557 r 'UNTRUE U1v1 � CJtUN h U1zlC �tdPLYINGl F W1TH THE SOUTH F1ORIDA BUILDING CODE DAT ' ��■ . ■:�' 19q1 BY / /, . .-41(� PROOU : NTROL DIVS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .9'7-dg2�2. 6)5 ,t'Th` O ) CL 0 CC 0 01 O W � U-� z 0 U- z 0 m ? 0 CC 0 ) en C 0 ' L v c 0 :a 0 0 v 0 v 0 ` C 1 cn r O 0 0 P 0• O O C ) drowing no. 94 -55 sheet 10 of 21 dote: 07-22-94 N x 4 POST WITH STIFFENER - SINGLE SPANS 3d 4 d 50 ad /d Std MODULE WIDTH - IN - SINGLE SPANS PO ST—"- , ---MODULE WIDTH SINGLE SPANS END POST — NOO WIDTH 2 x 4 END POST - SINGLE SPANS WITH STIFFENER 30 4d 50 ad /0 ad MODULE WIDTH - IN - SINGLE 5PAN5 m STORM BARS t3 N N J 0 m W 2 x 4 POST WITH STIFFENER bg - 1g sd 90 1 1. MODULE WIDTH - IN. - T STORM BARS - TWO SPANS 10 120 130 WD 5P AN S POST -1.----- --] TWO SPANS END POST 2 x 4 ENO POST - TWO SPANS WITH STIFFENER CD VI 1 d 8d 90 1dd 110 1 z L3d MODULE WIDTH - IN. - Tw0 5PANS B x 4 POST WITH 5TIFFENER - THREE 5PAN5 ."...,RI..... •1111§191111..111■..1111. ■1111151.11111111:i11i11ii111111111li Imminalomponsimmus Immaramumtmoratom ramiumeassammom Imm!!m!!ms!!a! minammumiskrammano erimareemmArarannemul 11111111 RP2X45F3 MAX. DEFL. SPAN /180 N m RP2X4E91 MAX, DEFL. 5PAN /180 .... ■,.■11M1Q11.. 111'1111.111■M11111111"1111. .QOM %111=111111111111■11111 .111=1.1111111111'111111111..` '211.,.1111..111`..111. ■1111.■■111.1111.■`.111. ■'111111•`.•.11.■■. •11Mi.111110..1111..111L1 ..■,■..,...... '.I1111152..111,'..111. MIRSZENIIMMILIMISIMPININ ii IN ILIAWAITA 1111.1111..111. RP2X4ES2 MAX, DEFL, SPAN /180 • I 1 08 40 4111.' RP2X4ES3 MAX. ()EFL. SPAN /15? Engr: OR. HUMAYOUN FAR000 STRUCTURES RA. PE + 16557 AY 1 8 Ol O- 90 1g0 11VS 120 130 140 150 160 MODULE WIDTH - IN - THREE SPANS STORM BARS THREE SPANS 2 X 4 END POST - THREE SPANS WITH 5TIFFENER MOD ULE WIDTH POST STORM BARS 160 111J 120 136 140 1511 160 MODULE WIDTH - IN - THREE SPANS ENO POST MOOULE WIDTH T RENEWED ACCEPTANCE No. Q0 - 060 o. a T1ON DATE O G} - - •.� o3 1' CON TRU Utv law;' , APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT PT 19_91 r PROOU T +NTROL DIVISION , BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 97- O R ? .06 0 H 0 C 0 cn o Q cr) z � � c0 o a) 1 w z z �� 0 Z z J < - J 0 CC In 2� VI 0 .; r c 0 n .` 0 0 0 0 6 1 n a • O. O, 0 0 Q 0 O C 411 0 r A u drawing no. 94 -55 sheet 1 1 of 21 POST LOADING CHARTS ,-_—___ NE .. mi.. IN .1 1■11=11111111111■ . . VII MILS= E R b. 9 itilltil 1111 M al IIMIMIE _-_'-_ NEAMINISTM 9 IIIMIIIMITIM _ -~ RP2X4SF1 MAX. DEFL. SPAN /180 1 1 N x 4 POST WITH STIFFENER - SINGLE SPANS 3d 4 d 50 ad /d Std MODULE WIDTH - IN - SINGLE SPANS PO ST—"- , ---MODULE WIDTH SINGLE SPANS END POST — NOO WIDTH 2 x 4 END POST - SINGLE SPANS WITH STIFFENER 30 4d 50 ad /0 ad MODULE WIDTH - IN - SINGLE 5PAN5 m STORM BARS t3 N N J 0 m W 2 x 4 POST WITH STIFFENER bg - 1g sd 90 1 1. MODULE WIDTH - IN. - T STORM BARS - TWO SPANS 10 120 130 WD 5P AN S POST -1.----- --] TWO SPANS END POST 2 x 4 ENO POST - TWO SPANS WITH STIFFENER CD VI 1 d 8d 90 1dd 110 1 z L3d MODULE WIDTH - IN. - Tw0 5PANS B x 4 POST WITH 5TIFFENER - THREE 5PAN5 ."...,RI..... •1111§191111..111■..1111. ■1111151.11111111:i11i11ii111111111li Imminalomponsimmus Immaramumtmoratom ramiumeassammom Imm!!m!!ms!!a! minammumiskrammano erimareemmArarannemul 11111111 RP2X45F3 MAX. DEFL. SPAN /180 N m RP2X4E91 MAX, DEFL. 5PAN /180 .... ■,.■11M1Q11.. 111'1111.111■M11111111"1111. .QOM %111=111111111111■11111 .111=1.1111111111'111111111..` '211.,.1111..111`..111. ■1111.■■111.1111.■`.111. ■'111111•`.•.11.■■. •11Mi.111110..1111..111L1 ..■,■..,...... '.I1111152..111,'..111. MIRSZENIIMMILIMISIMPININ ii IN ILIAWAITA 1111.1111..111. RP2X4ES2 MAX, DEFL, SPAN /180 • I 1 08 40 4111.' RP2X4ES3 MAX. ()EFL. SPAN /15? Engr: OR. HUMAYOUN FAR000 STRUCTURES RA. PE + 16557 AY 1 8 Ol O- 90 1g0 11VS 120 130 140 150 160 MODULE WIDTH - IN - THREE SPANS STORM BARS THREE SPANS 2 X 4 END POST - THREE SPANS WITH 5TIFFENER MOD ULE WIDTH POST STORM BARS 160 111J 120 136 140 1511 160 MODULE WIDTH - IN - THREE SPANS ENO POST MOOULE WIDTH T RENEWED ACCEPTANCE No. Q0 - 060 o. a T1ON DATE O G} - - •.� o3 1' CON TRU Utv law;' , APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT PT 19_91 r PROOU T +NTROL DIVISION , BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 97- O R ? .06 0 H 0 C 0 cn o Q cr) z � � c0 o a) 1 w z z �� 0 Z z J < - J 0 CC In 2� VI 0 .; r c 0 n .` 0 0 0 0 6 1 n a • O. O, 0 0 Q 0 O C 411 0 r A u drawing no. 94 -55 sheet 1 1 of 21 POST LOADING CHARTS V) N t9 tL LJ J, (n !9 Lu co z H m Cn o m ..o x 6 POST - SINGLE SPANS 1111111INIMIN7g 111111111111111111111 ii1►'1ii1111■iMi ii111■1i1■1i11►`� ®1111i iii��i�►ii�i ii1 i ■1i111ii01 i ■ ►\i11 �ii►.iii�∎i� i \iiMMii1111■■ iii . RP2X6DC1 • MAX, DEFL, SPAN /190 3g 4g 5d 60 ..... -7g am MODULE WIDTH - IN - SINGLE SPANS POST END POST - .-- MODULE WIDTH MODULE WIDTH SINGLE SPANS 2 x 6 END POST - SING I alb 5d 6d - 70 ad MODULE WIDTH - IN - SINGLE SPANS STORM BARS N 2 x 6 POST - TWO SPANS MAX, DEFL, SPAN /190 r. 7 ?° bg � d MODULE POST sd WIOTH - 90 10d IN. - TWO SPANS STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS 6 ENO POST - 11 I 2g ENO POST SPAN 1 30 �0 Bd 90 1 e lid izel L3d MODULE WIDrs - IN. - Tw0 5F'ANS x 6 POST - THREE SPANS � iummu i� onimsa mi IIIIIII!IIIU EL ��iii`iiii CC to - ���,SINO EM��� w —I iiiiiiiiiiiiii L iNEiiiiiiiii z G �i���� : �C�3ZIIi BEM Um' i�iiii ii`iii� m IN`-•IIIlU. IMIIIIIIIIir N MAX ()EFL. DEFL, SPAN /190 ' STORM BARS fU CL THREE SPANS 2 x 6 END POST - THREE SPANS tn C) ti 1 ..... .... 1 ......... 1 ...... 9� L 110 120 130 140 35g L60 MODULE WIDTH - IN - THREE SPANS RP2XUEP3 MAX, DEFL, SPAN /190 114 9d Lgd 1114 120 13d lad )5g L6d MODULE WIDTH - IN - THREE SP ANS POST MODULE WIDTH — STORM BARS MODULE WIDTH T RENEWED ALt:ILPTANCE Nu. 00 - C4* 09. U E RATION I)A"11: 0 / 2J " / 2-O ° J3 LI ' _ ENO POST Engr: OR. HUMAYOUN FAR000 STRUCTURES FLT PE E 16557 AY� �._8 2000 1'kU1 � coDECODd L 1S : m APPROVED Dl AS TCON' CO MPL Y ING W11 T}IE SOUTH FLORIDA BUILDING CO DE n y DAT PT .- 9� BY �/ - -.._ .i� PRODUC CSNTROL ' DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO C 37- 0826.65 c W o z w r7 o Q Q � a oY ko 1 0 W V I F C 0 0 0 O Q O • W U --J • Z D � O CO I LJ Z Q Z O Q Win= v1 U) oa 0 0 .` 0 V -0 0 - o 0 P 0 f`N 0 0 N 0 r 0 0 CV 0 tri .r 0n n. 0 cc 5 drawing no. 94 -55 sheet 1 2 01 21 OESIGN PRESS LIRE & PRODUCT DESIGN 005) 262-6978 dole: 07-22-94 84 ` mN WM 0 0 IEN all Il e in ii r _a . -' al ::::: i 11116._ s MI am Ulm _-- llil -_a iMI i Nom iamb., 7 ' ‘o WI IIIMIIIIIMIZEIMIIII milsmostmiliiimtl_ \ iii�� \■1si` MiliMl.`M_ MI i ..o — -- N N RP2X6EP( MAX, DEFL. SPAN /190 I = i V) N t9 tL LJ J, (n !9 Lu co z H m Cn o m ..o x 6 POST - SINGLE SPANS 1111111INIMIN7g 111111111111111111111 ii1►'1ii1111■iMi ii111■1i1■1i11►`� ®1111i iii��i�►ii�i ii1 i ■1i111ii01 i ■ ►\i11 �ii►.iii�∎i� i \iiMMii1111■■ iii . RP2X6DC1 • MAX, DEFL, SPAN /190 3g 4g 5d 60 ..... -7g am MODULE WIDTH - IN - SINGLE SPANS POST END POST - .-- MODULE WIDTH MODULE WIDTH SINGLE SPANS 2 x 6 END POST - SING I alb 5d 6d - 70 ad MODULE WIDTH - IN - SINGLE SPANS STORM BARS N 2 x 6 POST - TWO SPANS MAX, DEFL, SPAN /190 r. 7 ?° bg � d MODULE POST sd WIOTH - 90 10d IN. - TWO SPANS STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS 6 ENO POST - 11 I 2g ENO POST SPAN 1 30 �0 Bd 90 1 e lid izel L3d MODULE WIDrs - IN. - Tw0 5F'ANS x 6 POST - THREE SPANS � iummu i� onimsa mi IIIIIII!IIIU EL ��iii`iiii CC to - ���,SINO EM��� w —I iiiiiiiiiiiiii L iNEiiiiiiiii z G �i���� : �C�3ZIIi BEM Um' i�iiii ii`iii� m IN`-•IIIlU. IMIIIIIIIIir N MAX ()EFL. DEFL, SPAN /190 ' STORM BARS fU CL THREE SPANS 2 x 6 END POST - THREE SPANS tn C) ti 1 ..... .... 1 ......... 1 ...... 9� L 110 120 130 140 35g L60 MODULE WIDTH - IN - THREE SPANS RP2XUEP3 MAX, DEFL, SPAN /190 114 9d Lgd 1114 120 13d lad )5g L6d MODULE WIDTH - IN - THREE SP ANS POST MODULE WIDTH — STORM BARS MODULE WIDTH T RENEWED ALt:ILPTANCE Nu. 00 - C4* 09. U E RATION I)A"11: 0 / 2J " / 2-O ° J3 LI ' _ ENO POST Engr: OR. HUMAYOUN FAR000 STRUCTURES FLT PE E 16557 AY� �._8 2000 1'kU1 � coDECODd L 1S : m APPROVED Dl AS TCON' CO MPL Y ING W11 T}IE SOUTH FLORIDA BUILDING CO DE n y DAT PT .- 9� BY �/ - -.._ .i� PRODUC CSNTROL ' DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO C 37- 0826.65 c W o z w r7 o Q Q � a oY ko 1 0 W V I F C 0 0 0 O Q O • W U --J • Z D � O CO I LJ Z Q Z O Q Win= v1 U) oa 0 0 .` 0 V -0 0 - o 0 P 0 f`N 0 0 N 0 r 0 0 CV 0 tri .r 0n n. 0 cc 5 drawing no. 94 -55 sheet 1 2 01 21 OESIGN PRESS LIRE & PRODUCT DESIGN 005) 262-6978 dole: 07-22-94 0 0 IEN Il e m 1 In. ..o ......,-4....„.._ _ MWSlaiiillillial 0T MI NM IMI. r0 111MilliliMilir NI R IM STA w `._■��_�'_ '° . NM SILT !ii\'i . RP2X6EP2 MAX. J DEFL, iiAE%"Ei '.- SPAN/18g' ---- V) N t9 tL LJ J, (n !9 Lu co z H m Cn o m ..o x 6 POST - SINGLE SPANS 1111111INIMIN7g 111111111111111111111 ii1►'1ii1111■iMi ii111■1i1■1i11►`� ®1111i iii��i�►ii�i ii1 i ■1i111ii01 i ■ ►\i11 �ii►.iii�∎i� i \iiMMii1111■■ iii . RP2X6DC1 • MAX, DEFL, SPAN /190 3g 4g 5d 60 ..... -7g am MODULE WIDTH - IN - SINGLE SPANS POST END POST - .-- MODULE WIDTH MODULE WIDTH SINGLE SPANS 2 x 6 END POST - SING I alb 5d 6d - 70 ad MODULE WIDTH - IN - SINGLE SPANS STORM BARS N 2 x 6 POST - TWO SPANS MAX, DEFL, SPAN /190 r. 7 ?° bg � d MODULE POST sd WIOTH - 90 10d IN. - TWO SPANS STORM BARS MODULE WIDTH MODULE WIDTH TWO SPANS 6 ENO POST - 11 I 2g ENO POST SPAN 1 30 �0 Bd 90 1 e lid izel L3d MODULE WIDrs - IN. - Tw0 5F'ANS x 6 POST - THREE SPANS � iummu i� onimsa mi IIIIIII!IIIU EL ��iii`iiii CC to - ���,SINO EM��� w —I iiiiiiiiiiiiii L iNEiiiiiiiii z G �i���� : �C�3ZIIi BEM Um' i�iiii ii`iii� m IN`-•IIIlU. IMIIIIIIIIir N MAX ()EFL. DEFL, SPAN /190 ' STORM BARS fU CL THREE SPANS 2 x 6 END POST - THREE SPANS tn C) ti 1 ..... .... 1 ......... 1 ...... 9� L 110 120 130 140 35g L60 MODULE WIDTH - IN - THREE SPANS RP2XUEP3 MAX, DEFL, SPAN /190 114 9d Lgd 1114 120 13d lad )5g L6d MODULE WIDTH - IN - THREE SP ANS POST MODULE WIDTH — STORM BARS MODULE WIDTH T RENEWED ALt:ILPTANCE Nu. 00 - C4* 09. U E RATION I)A"11: 0 / 2J " / 2-O ° J3 LI ' _ ENO POST Engr: OR. HUMAYOUN FAR000 STRUCTURES FLT PE E 16557 AY� �._8 2000 1'kU1 � coDECODd L 1S : m APPROVED Dl AS TCON' CO MPL Y ING W11 T}IE SOUTH FLORIDA BUILDING CO DE n y DAT PT .- 9� BY �/ - -.._ .i� PRODUC CSNTROL ' DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO C 37- 0826.65 c W o z w r7 o Q Q � a oY ko 1 0 W V I F C 0 0 0 O Q O • W U --J • Z D � O CO I LJ Z Q Z O Q Win= v1 U) oa 0 0 .` 0 V -0 0 - o 0 P 0 f`N 0 0 N 0 r 0 0 CV 0 tri .r 0n n. 0 cc 5 drawing no. 94 -55 sheet 1 2 01 21 OESIGN PRESS LIRE & PRODUCT DESIGN 005) 262-6978 dole: 07-22-94 802 MN MI INONINIMNI MO MI 4 iiNININIIIINIM Ell a Li rq i►INIMLEIii_IN i OleMilan■Mrd■ \►IB`IIIII`IIII RP2X6E3I MAX, ■11111■11111►1111iiii ►i��M`i DEFL, \`'\ •MmE1IllaE —11--MIR-- 5PAN /I50 EM E E-.1 III E DI ID 1 NM MINI IMMITI EN Minn 11111 ►1111\EEMIEEW'''.u.Ti° NM NM ISM NM. R RI 0T EE EEIMMIN\EEE.._ SIiiEIIII IME EE� EPEE IM EE SIM mE MEiiE i�Ei�.n- , EEEEE iEEME EE 11111111MlifilE'.111 MAX, DEFL. 5PAN /1B0 ' EE::: 6iS 7m 130 9 P 1 0 P1 I 1 vi 1 7 , -, 802 IIINLINININNIMIIII1 09 ��iil!I 1111iEE t3 INONINIMNI MO IN 4 iiNININIIIINIM Ell a Li rq i►INIMLEIii_IN i OleMilan■Mrd■ \►IB`IIIII`IIII RP2X6E3I MAX, ■11111■11111►1111iiii ►i��M`i DEFL, \`'\ •MmE1IllaE —11--MIR-- 5PAN /I50 EM E E-.1 MIN M 1 • ii►�iii► x b POST WITH 3TIFFENER - SINGLE 5PAN5 \ iii iii � INDIMINUMMENEUMMEMEI ilb11i\fi'ii\`t • \�iiiiiiEi. L - ii��i�ii�► �y., �N. E \ �i 0 . 111 1311i1111h■ tr' & INIMMLIILI►YIIIIIi 111M111111111111101111111111., z e IMEM \iMMINNI_M, H w !! T 'D MiE` . > iiii`M MIN LL N W N Lj 0 z L.7 N Lt.) 0 MINN B • RP2X6SF1 MAX, DEFL. SPAN /180 POST END POST MODULE WIDTH -- --- 1 2 MOOULE WIDTH WITH STIFF 2 311 4g 5 �. - .. 61 � 0 em MODULE WIDTH - IN - 5INGLE 5PAN5 SINGLE SPANS 6 END POST - SINGLE SPANS 1 4. 5d 60 - 70 ed MODULE WIDTH - IN - 5INGLE SPANS V) STORM BARS Z x 6 P05 WITH STIFFENER - MODULE WIDTH - IN. - TWD 5PAN5 0 STORM BARS POST END POST -.-- RP2X6E92 I1AX. DEFL. SPAN /100 MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 ENO POST -_wo -S PANS WI 5T FENEER Nclj '.■,� ���,uI■ E \ \EE \�EEEEE ►1E '.E'.E.,E■EEE E ►EE \111E!\MI1li I ErEE ►�Ul1!`►��EE ►� , E , .E,NEE,'.E E`E"E�,EE■,, .`."FL`EE'T mramitalussmnsom NIKIANNEIIIMENNEN EEEi \ff3EE`uE■ 60 /0 ad 90 10d 110 120 1,70 MODULE WIDTH - IN - TWD 5PAN5 x 6 P05r WITH 5TLFFENER - THREE SPANS ,111 EE „ EEEE■11111 E N 1111111111411 : E.'►�IEE�El �I� momm ►rEr • m IIIcEESIIUMM►NEE CC SIEEM►MMEMEI E W m E►EEEEEE z Z( IRM131 EE 1111 0 m EIIIE\EIIEIS MII iIII m EEE \EEElI���- o m ternIAIEEIMMI\iMI ESE \EMMI7 4 ESE / : a -mill_ RP2X65F3 1111111-111M111111111 M AX. DEFL, 5PAN /180 - 1 . 9ef 1110 11e1 120 130 NODULE WIDTH - IN - THREE SPANS 2 X 6 END POST - THREE SPANS WITH STIFFENER EE■ , EEEEMON'.E"III a. EE,.E■.,�E"�E 'EE" MEIMEMI„ z ENNNEIN: ► NIENNI IIN 0 03 • wommernemummorix • mulmonrionsmaraml -- mmorarm mummommi 9y 1l10 1 J 120 130 NODULE WIDTH - IN - RP2xbE53 MAX. DEFL. 5PAN /150 MOOULE WIDTH T, 140 THREE 15 160 5PAN5 STORM BARS 0- ! 140 1511 160 THREE 5PAN5 MODULE WIOTH ENO POST -- PROM CT RENEWED ACCT.PTANCE No..O - 06 07, 0 RATION DA•,,i D i _-,00.3 By 1 r.►. • PR En9r: OR. HUMAYOUN FAROOO STRUCTURES FLA. PE / 16557 M 8 2000 r CONT ROL UIVLSI G WDE WMPLLANCE U ti APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' i. . — . 19g. BY �... __._= << PRODUC •NTROL DIVISION' BUILDING CODE � COMPLIANCE OFFICE '7 ACCEPTANCE NO i'f�()2D•LU z3'` t!1 0 0. 0 0, ` 0 0 N 0 N 5 i o c 0 0 • 0 0 01 0 0 W n P 0 0 0 ) Q o rn U _J �n ' • J�uj m I w • zQ � Q z �� O J 0 _ � 0') 5 drawing no, 94 -55 (sheet 13 of 2 1 LOADING CHARTS to N 2 x 3 TOP SUPPORT - TWO SPANS s6 .......... magmakmmumm MMEMM,■■,. OMMEMEMMEME "."■'►.■■EUM ,,,...,■'.■EMM MUUMMONEMEMEM IMMENNUMMEMMEM MMEMEMMENEMMIN MEMESEMMEMMAN mmumMEMMEMMEME 1 ■ ■■■■I PSR2X3 -2 64 id ad 9d 1dd 11d 12d 130 SHUTTER NLDTH - IN - TWO 5PAN5 2 X 3 TOP SUPPORT - TWICE SPANS RSR2X3 -3 lA 2 X 3 TOP SUPPORT - TWO SPANS Dewz DEFL likk III ■ ■, ■■■■■■■■s MaIMMEMMEMEMEMM MEMMEMEMMENEEM ,■■,■■„naa.■■■ ■►■■.■ ■.■ ■ ■■■■ ,■,U■,■"■ ■■■■ MERMEMMEMEMMEM MENNE•■■■..■■■ MERSPEUMEMMIMM MEMMSEEMMUMMEM MEEMSSEMECEMMIS MEMMEMOMMORMS MINIM IIINOVNIIII I MIMI INNIIMMINIII Anna/1111 b0 ld ad 90 ldd 11d led Lad 51 WIDTH - LN - THO 5PAN5 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT ACCEPTANCE No. QO - 060 SEE SKETCH FOR REFERENCE EX'YTRAT!ON DATE•' FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 13y er VN 1. W 0 m 2 X 3 TOP SUPPORT . THREE SPANS InfINIMAIV 0812x -3 1 1 DErL AT 10 PSG 94 1d0 110 120 130 140 15d 160 94 160 110 12d 136 140 15d 160 SHUTTER HLOrh - IN - THREE 5PAN5 5t1UTTER HLDTH - IN - THREE 5PAN5 N 2 x 4. TOP SUPPORT - TWO SPANS N 0 to W CL CC W J N CL ED 3 H LS W 0 0] ED 2 X a� I RSR2X4 -2 MWEIMMEMEM "„■.■'■■OMMEM ,.S„■„■■E'■■■ 1111111111111 MEUMM.■,■■"■ EMINM„■'.■■,. ■MEMMEM■, ■■■, MEMEEMEMMEMMIlk ,■,M„■,■■,■■ „'U.,, ■, ■■,■ WOOMMOMMWOME MEEMEMEMEMEO MagEMEMEMWSW INIMMEMENENEME bd id ad 9d 1 d Ltd 126 130 SHUTTER NLOTH - IN - THD 5PAN5 PRODUCT RENEWED CONTROL D E - CC WEilt v 1S10N lD 2 X 4 TOP SUPPORT - TWO SPANS l .. IIIIIIIIMMINVE lommunimy IIIIMINNORNME rmorisomarm adomoomm 6 0212X4 -2 OEFL. AT ld PSF J 0 64 id ad 9d 10d Lad SHUTTER WLOTH - IN - TWO APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING DAT •t i • 2j'� 9Y':EM "" J PRODU'' •.fTTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - Q$ is 2 X 4 TOP SUPPORT - TuRCE SPANS @' -.4 94 160 11 4 120 136 140 156 160 14 160 114 120 130 140 150 160 5HUTTER HLOTH - IN - THREE SPANS SHUTTER H LDrr1 - IN - T HREE 5PAN5 ENO POST MENIMINNI b 092X4 3 0 OErL er LO PS fail Poi TWO SPANS STORM BARS TOP SUPPORT TOP SUPPORT THREE SPANS f4AY 1 8 2000 1 In • ) r 0 0 0 0 4 01 O 0 0 n N n O O 0 en 0 N u 0 u ) d r ng no. 94 -55 sheet 14 of 2 1 N t9 IL- CL "' v,. W ty z m 4 t3 w 1111 0 2 x 6 TOP SUPPORT TWO SPANS O1111,1,,,,.11.■11■, M■■ N1"„U,BR„■■, ■■ „'1■,,,,'i"■'.■ . ■..�.I.■ IIIMMI ,1,1■.,, ", ■1111 ■' MUMNIMMILMILM ..,.....11... ■.■ ■,,,"■,, ""■ ■■■,,, 'I.,,.,. ■ ■■"►,MIE■,,', ■■■■1E :*'I\■►.\'MI ■■■■■MOMEM►\ME ■■■l■■■\!1mi\►s PSR2X6 -2 1 ■ ■ ■ ■ ■►5► \n NI 2 X 6 TOo SUPPORT - TuPCE SPANS N m 1 m U� t o N W t, z ti t9 W 0 f7 N HW m IMINUIREIMUNARIMMIN 1111■ ■1111 ■ ■■■ •■ ■■ ,,,■,■, ■■i lI$I ,■"INIMME ■ ■■■ ��� ■� ��11 ■ ■� 1111■ IIIIMIUMNIMMEOPMEM 1111,■■ ....MM��EIN■■ ■■• MOMMOMMXWEIN „■,■",.,■„■ ILIMBREEIMMINLIMMI ■ ■►`MEMEM ■M1i IMIEMENSELMSSIMSZ IMMINIMINKSZNIMEE P62X6S -3 z O WN W J IL 0 m 2 X 6 TOP SUPPORT TWO SPANS OBW2X6 -2 OEFL. AT 10 P5F b0 10 Bd 90 1dd 11d 126 13d bA /0 90 90 10d 110 ltd L30 SHUTTER WIDTH - IN - TWO SPANS 5HUTTER WIDTH - EN - TWp SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE z;Xl TION DATE 0/ FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. ID 2 X 6 TOP SUPPORT - TNPEE SPANS a PP"PPOPiill NEM 08u2z6 -3 oCcL to 10 pSG 96 100 110 120 13d 140 15d lbd 9d 16d 110 12d 13d 14d 156 16d SHUTTER WIDTH - IN - THREE SPANS SHUTTER NIDTH - IN - THREE 5PAN5 WITH 5TEEL STIFFENER • 1 111 1 11111111111111111M111111111111111 64 m '111 ■M11111„ ■M•J■■ \111\11 1 \ ■1111\ ■1111∎ ■■ • ,"",..'U MO MIRM■ • J \1 1111111M11\ 1 11\ \■ ■11 U.. • ■"1111■■■■,■,■ • ■.1,.,..,.11■...11.11 a- r1 ■■,,,", ■,,," N tl ■■■, EEME, N 1111 ■ ■■■,,,i�L■,■ ' cjUj • ■■■■"11112.,." ■■■■■■MEMEMEME ■•■A ■ ■ ■ ■1MME RS2X6S -2 2 X G TO �9 W N 2 x 6 TOP SUPPORT - TWO SPANS 1 ■ ■■ ■ ■ ■1111EM be 10 ad 90 ldd SHUTTER WLOTH - IN TWO SPANS PRODUCT RENEWED ACCEPTANCE No. b0 • 0004 0 110 126 13d PR • CT CONTROL 1)11 V �y r ig T. ► •• L - iQ t yt UY9 _ . IT SjgEC TIFFENER WIRIMMILIMEM ■.,,■„■..■■■■■ :,,,.'i'■,■■■■■ IMEMEMNIMINHIME 11"113 322=81, ■11 ., ■,.,".,■R II ►1111■. -= 1111...■.. IMPAMMEMMENMEM LILIMINSIMMILMMIN ■■EW '1!!- ENISSIME i ■■■SSEMi►RIMI1 ■■■■■monsimmon ■■■■■■ma►amil R62X6S -3 N Z S. z O U W -J W . o 2 X 6 TOP SUPPORT - TWO WITH STEEL STIFFENER 10d 110 SPANS 0BU2X652 OEFL. AT 1J! P5F AIM AMIE AKESIN PAWN BEM SPAM HIM bd 10 ad 90 EHUTTER WLOTH - IN • TWO APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT TES - 99? d za BY %rB . ' ` PROW*. . • T s •IVISION BALDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9s'bS 2 X 6 TOP SUpPpRT - TtPEE S PANS WITH STEEL 5TIFFENER ENO P 02W2X6S OEFL. AT 10 P5F Ail I 1111111 i POOP . ,AA...04 ME IllnillIl 9d L6d lid Ltd 13d L40 156 l6d 90 16d 110 12d 13d 140 156 L6d SHUTTER HIOTH - IN - THREE SPANS SHUTTER N IDTH - IN - THREE 5PAN5 k \ \' —STORM BARS ctr 0 3 K w Jj POST TOP SUPPORT 0 N TWO SPANS THREE SPANS AJ 24;gg sheet 1 5 of 2 1 7 /8 " — ANNEALED .090 1/8 ANNEALED .500 4 5/16 "(.350) W /MONSANTO INTERLAYER OR 5/16 "(.350) W /DUPONT INTERLAYER Revisions: !do (eriol: Drown 6 D.B. Revised Sy: D.B. Vendor No.: Dote: 2/9/98 Dotes: 8/18/98 Seo 1x vo,aatoe; aWAA) 141X Gdvxm Cro£si( %co fion: (Prod. Co : Description: Sere S / I.SO it!: 70 1 GLAZING OPTIONS fddress: P.O. BOX 1529 NOKOMIS, FL. 34274 . RPPRC ED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING CODE DATE CC- OLQfL 19 q e { �.� t. c LA.ct K d. PRODUCT CONTROL DIVISION PUILDING CODE COMPLIANCE OFFICE ACCEFTr` -,,NCE NO 98-622,3 - 0 / progressive I �.�techncYo9;: I t` aJf rem: Size: Oro wing No.: 4040 Sheet: 3 of Rev.: N r '^ Q. tJ Ine z $ W 0m Q cc cc 0 • 6d id dd 90 106 lld 126 Lad SHUTTER WIDTH - EN - TWO SPANS N RDN -24 STORM BAR - TWO SPANS II h. ►AMME ■►■■ MINNUMUMMEN MUMMEMEMEM UMEMMINMEMM *EMMINM T EMMMUMENNE ■� ■ O RBON24 -2 PDN -24 STORM BAR - THESE SPANS 96 16d 116 120 13d 140 156 lad SHUTTER WLOTH - IN - THREE SPANS N RON -24 STORM BAR - TWO SPANS 0 MMEMMEMMEMMIUM 1 111111 _ - - IIIMMEMEMEMEMEM MMUMMEMMEWAEM ramMememmi ammumma RBON2d -3 74 PM ORON24.2 8A * PDN -24 STORM BAR - TREE SPANS G ORON24 -3 66 id ad 90 106 110 126 Lad SHUTTER MOTH - EN - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM .:' 1 SEE SKETCH FOR REFERENCE ..1 irromusem OEFL. AT 16 PSF 96 1dd 116 120 136 lad 156 16d SHUTTER NIOrM - IN - THREE SPANS is N ,.E■,■■■■■ EMEMMNIAMM EMEMMEMEM MMORMEMEN EMSOMMEMM ESUMMEENN mmlimwma RON2dS -2 IIIIII RDN -24 STORM BAR - TWO SPANS WLTH STIFFENER AOCEPT NCE No..__00120 p t, t!1 PON -2A STOP P. - TI-IRE 13y KITH STIFFENER g 1I1!1I11 ■1►: MEMEMENEM EMEMENNMMEMM MEMSIMMERNMEM -4 8mpumemin EMMEMMEMMEEM NEUMMHEMM RMM —.R M■U —.EM MMOMMEEMENME MUMENi ERN mirmEN�1� EMS 9 PON2AS -3 96 Led 116 LZd 13d 14d 156 Lad 5HUTTER WIDTH - IN - THREE SPANS ENO POST RDN -24 STORM BAR - TWO SPANS WITH STIFFENER @ 60 10 80 90 106 110 ,126 130 60 id 50 90 SHUTTER T - N - TWO SPANS SHUTTER WIDTH - DUCT RENEWED APPROVED As COMPLYING WTH SOUTH FLORIDA BUILDING CODE DAT PTE: 2 0) Y ROOUI' + (TROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 26. OS RON -24. STORM BAR - THREE O WITH STIFFENER 0a0246 -2 OEFL. AT 16 PSF ull 1111111- 11 limn 11 Immo II II RI 111111111 II II OR M I!1iIU! R1 B @ OP0246 -3 106 lid IN - TWO THE 126 130 SPANS SPANS ENO POST 96 16d 116 Lad 13d 140 156 Lad SHUTTER WIOrH - IN - THREE SPANS STORM BARS POST POST TOP SUPPORT • • TWO SPANS STORM BARS TOP SUPPOR T.; ® r1§ w AY 00 THREE SPAN$ W 2 2 0 u r i z CO 0 al • w t O N 0 N H V N d 0 0 0 v CI. a y W LL 0 CA V� w d x3 o� Cs. w (I' �` 0 I zin J d w - i a O 0 0 P ) O 01 X O 7 O o J 111 Z -)°J CO I tai o a r , Z z CC O O 2 in ) u 1 • P 0 5 a 0 0 0 r 0 0 0 ) drow;ng no. 94 -55 sheet 1 6 of 21 a is RON -57 STORM BAR - TWO SPANS • ►. ►. ,� ►\...NU...r.MI■ iliuI M..n. ,...,....■,'■. MMUMMMEMMEMEME "."..."..■■ .E►EU.EM..ENEM. .II.M..\..N.\M■ NEMMMUNEMENMEM MEiN.....M..E. N, MMEi Re0N57 -2 MOMMIMM b6 7d ad 9d 1dd 11d lz6 lad SHUTTER WIDTH - IN - TWO 5PAN5 RDN -S7 STDRM BAR - TI -TREE SPANS z H u W -J U. W 0 4 RON -57 STORM BAR - TWO SPANS G ORONS7 -2 Adill MOM iiiiiiiiii WWI ==°01 scam 1". Rn 5 -IT b6 7d Bd 90 1dd ild 126 13d SHUTTER WIDTH - IN - TWO 5PAN5 d RDN -S7 STORM BAR - TI-.PEE SPANS N N 8 OR1]NS7 -3 OEFL. AT 1d PSF 9d 1dd 110 ltd 13d lad 156 150 96 160 11g 120 13d lad 15d 160 SHUTTER WIDTH - IN - THREE 5PAN5 SHUTTER WIDTH - IN - THREE SPANS RON -56 STORM BAR - TWO SPANS .E ..iN....MEIM. 5 .,...'EUM..- 2 .M MINIME... ,� ° ►M.EME.1M11 1 ■ IM-MWO_.M_ENIr• 1.1.MME.MEM.r■ W B ,..,.■„■■.M a. ■11 .M 111 ..Mr.r11 o m .11.a►\..ENI.IiE ENEMOMMEMEMMEM MEN INE.EMM1i�"'�E RBONS6 -2 THE CURVES ON THESE GRAPHS SHOW STORM 844WEL'R 'g_ 00 .0 O SEE SKETCH FOR REFERENCE ay. T1ON DATE b6 7d Bd 9d 1dd lld 126 Lad 5HUTTER WIDTH - IN - TWO 5PAN5 PRODUCT RENEWED -S6 ST❑ 0 I PR )U NTROL DIVISIO '■■.,'■.■■M '• '...."..■ MININIMMEM mommum....... MMEUMUMEEN '■.,'■..,' . .\..\\..MME '. WOMMEMMINEMEME NEMBEMSEMEMME MEN MMEMMEMME 2 CEM.MENIAM POONS6•3 96 ld0 11d 120 13d lad 156 Lod SHUTTER HIOrH - IN - THREE SPANS QL z ENO POST - RON -56 STORM BAR - TWO SPANS I3 to H z z ^' H 0 W W 0 m t9 poN Alm 1111 011111 ORONS6 -2 OEFL Ar ld P5F 6t�1 721 ad 90 1dd lid lz6 lad SHUTTER WLOTH - IN - TWO SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILT G•6U0 19 97 DAT BY PRODUC :NTROL DIV!SIOH BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO97 .65. d PON -S6 STORM BAR - TPREE •OR •OE aN FL S6- . A 9d Ldd 110 120 136 140 156 15d SHUTTER NIOTH - IN - THREE SPANS STORM BARS 6 0 0 POST -- r 0 0 TOP SUPPORT 2 0 TWO SPANS THREE SPANS ( N n :A M X W z w � -. n ., 1 - r - 0�0 Er O _ J W N � iW 00 N l a 0 cg rn a J 0 0 ■ W a 0 0 0 r a 0 0 0 0 0 0 a (V 0 0 0 0 0 0 0 . 5 drawing no. 94 -55 sheet 1 7 of 2 1 m N NIN 2 x 2 STORM BAR - TWO SPANS i ► 111111111 1111E1111 '' ■.,T© •lam °WEE ,11.,.11■" '■,■.''■� ENEMIESENE— IIMENEITAIENIN issmomilliEMOSia 1 ■ ■IN■■ R6R2X2 -2 0" bd 10 80 90 100 110 ltd Lad SHUTTER WIDTH - IN - TWD 5PAN5 2 x 2 STORM BAR - THREE SPANS iIiiii IUuHii �i! a lilUlilul ■11.11.■■■■..■■■ IMEMEESELIMEEEPME (1- IMEIPPUITEMEMMINVIIIIMI Z e \■ \ INIUMN ■ ■MIS tommarammermaramm ■■ ■A %omory :gym RgR2x2 -3 1111111111■■■ 9g LESO 11g 120 13d 140 )5g 160 SHUTTER WIDTH - IN - THREE SPANS z H rn Lc) 2 x 2 STORM BAR - TWO SPANS 9 OR82X2 -2 OEFL. AT ld PSF d - 14 5B 102 lib 130 SHUTTER WIOTH - IN - TWO 5PAN5 MINIM MINN I MINIM MIN I Illiiiill twasarmi 9Y Lg0 110 L20 lad 140 15g 160 SHUTTER WIDTH - IN - TWO 5PAN5 b 1111 2 x 3 STORM 8AR - TWD SPANS '1111■'. - L. ■\ ■L. 1111, ■NIAN ■\E■ ■■\ RI■SrMI ■IMEN■` REEMEEINEMEI 1,.1'.11" ■' ■ ■MI■ "EMI"■.`. ■ ■\M■ ■EMI■■- EINMENNIMMEEE EMEMIEENIEE misumENEWEIM bd /0 ad 90 10d 110 1 z L30 SHUTTER WIDTH - IN - TWO SPANS PRODUCT RENEWED THE CURVES ON THESE GRAPHS SHOW STORM B p tfet i lFt§•- -�-¢ -� o °% SEE SKETCH FOR REFERENCE o. TION DATE ©9 By PR UCT CONTROL D1V1S1o � ��llE u 2 x 2 STORM BAR - THREE SPANS 3 STO M % THREI C ANS' 6 :OR82X2 -3 — 4 DEFL. AT let PSF �.6.---- bl ■■■,■■■■"MM MENEEI ■■■.M■ ..111..1 ■1111.. ■■E' ' 11„11■■ .■■►.■■■•■■■ IFEERIMINEMME EEMEEMEMBEINEME ■,EN.`■■■„■ .MM.R■NEM■■N. sweauweammicom MEMEMMERIMMEM ammmuummuirnme immummummesm MEMO MMEEMO ■E rammarammunim miumoressmaris ReP2x3 -3 90 100 110 120 13d 140 15g L50 5HUTTER WLOTH - IN - THREE 5PAN5 bd -74 HB 1 SHUTTER WIDTH - IN - APPROYED AS COMPLYING WITH SOUTH FLORIDA BUI i s CO DAT ' �.. BY 7/,, df PRODUC •:NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, 97-NE6.65 f A� 1p 2 x 3 6 : ORg2x Lt STORM GAR - T{ -IREE SPANS 90 LBO 110 120 SHUTTER WIDTH - STORM BAR - TWO SPANS 19 ENO POST 116 130 TWo 5PAN5 END POST 130 140 15g 160 LN - TWo SPANS le:Cc\g\. I STORM BARS TOP SUPPORT TWO SPANS rOS 1- 2 0 N TOP SUPPOR 0 O THREE SPANS 2 0 V) z � W H ~ Q C4 o Ff N W� y 0 CA Le) z 7=) cp. z4> co— J Q Q 4 ww 0 z ,n rn J -¢ ( : = tY 0 0 Q1 0 0_ Q O rn (, J 0 z oo' m z w N. 0 N o `n z 0E -4 0 0 rn 0 V 1) 0 P 04 0 0 0 V n O' 0 0 O l 0 N rn CL -J CL 0 n N 40 Mem W a 0 0 1 0 P w drawing no. 94 -55 sheet 18 of 21 W� CC ce z @ H C W � or- t9 lA N MMEMEMMMEMMMEM , .■,NI■■"..■■■ IIIMMUMMMEMENNEM OMMEMEMEMEMMEM 'M,VNUMNLMEM•. MERNMEMEMEMMEM MMEMBEMEMMEEMO EMMIIMMEMEMMES EMMOMEMMEMMEEM MEMMEMMEMMERIMM MEMEEMMEMOMMUME NMENUMMOMMEMEM ITIMMUMMEMINMEEM MMEMMEMEMONEZE A d mmemosimmin Da22X4 -3 DEFL AT 1d P5F MC POST OW 2 x 4 STORM BAR - TWO SPANS M'IO,OM�.,IMM MEIM ■,■■■'■ "M,U.,IM., ■,■.'■■,■■■■, ...1310151 =o..■■ ■,■,■"■■„ MOOMMEMEMME— '.,M.■„'', mammonism onnownennm mosaremoom mil P2P2Xd -2 66 Td ad 90 10d lld ]2d l3d SHUTTER WIDTH - IN - TWO 5PAN5 4 STORM BAR - THREE SPANS 96 160 116 ltd 13d 140 150 150 SHUTTER NLDTH - IN - THREE 5PAN5 z H U1 z+ H z'7 0 B u @ 0 1- N U W � J t` W 0 4 STORM BAR - TWO SPANS OR22X4 -2 ❑EFL, AT Id P5F apII r MEM iLiil MEMEMM moMM 66 TO 8d 9d 1d6 1]d ltd Lad SHUTTER WITH - IN - TW0 SPANS THE CURVES O N 6 6 ON THESE GRAPHS SHOW STORM SEE SKETCH FOR REFERENCE U) 2 x 4 STpRM GAR - THREE SPANS 96 L60 116 L20 136 140 156 160 SHUTTER WIDTH - IN - TWO 5PAN5 2 x 4 STORM BAR - TWO SPANS WITH STEEL 5TIFFENER ■ l ■■► Z© �'A ,ZTi'IEUI1 ■1111111rca•■1111116 --mmummiaram RB2XAS -2 /d ad 90 ldd SHUTTER Ild 126 lad WIDTH - IN - TWD 5PAN5 PRODUCT RENEWED ACCEPTANCE No. / — G 63, O s E1A T A G 4//0-5 200 13y / PR/ 0UCTC 7ittSLDIVISIO 111. BUILD ' •' O PLIANCE . 2 x 4. ST9RCf -:AR - THREE SPANS WITH STEEL 5TIFFENER MIIIIIIIMMININNIIIIIII N 11111111111111111111111121111111111„ ,2_ 1111112111111111■_ .4. `■■■■,ta■■■■■ tjcr W m ,■■■'M �II1111�- cK 1111■11111111111111'M1111111111 (7 a 1111112111111111111 `" IVBMMIIIITMMIIIUIIMIIIIE IMINFIEMMINTIMIE EINAHLITAIHMINEMIE w immIRMELIMMIAMm 59 PG2XAS -3 96 1.60 116 120 13d 140 156 l60 5HUTTER MOTH - IN - THREE 5PAN5 PRODU NTROL DIVISION UILDING .CODE COMPLIANCE OFFICE ACCEPTANCE N0,97 - OR2&.b.5 2 x d STpRM BAR - TI-pEE I' WITH 5TEEL 5TIFFENER H ❑R82X4S2 ❑EFL. AT Id P5F 6 6 /d Bd 9d 1dd lld SHUTTER WIDTH - IN - TWO APPROVED AS COMPLYING WITH THE SOUTH FLORJIA BUILDING CODE DAT �Ig9`7 BY /� /I� ENO POST 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER 96 l60 116 120 SHUTTER WLOTH - 126 Lad 5PAN5 Ad Am um 1p All MAIM II MIN 1111111111 gereadlim II MN p mom .71 DP22x4s3 DEFL AT id P5F T€ 13d 140 156 160 IN - TWO 5PAN5 STORM BARS 1- 0 P x N TOP SUPPORT TWO SPANS THREE SPANS z U w O 1- 0 O O o- W w z Q tri w w w z 0 z w c c 0 c 0 0 v o u.c 0 0 5 0 co 0 0 0 0 0 P 0 0 0 0 ` 9 0 N a 0 0 P w drowing no. 94 -55 sheet 1 9 of 21 e C9 64 2 x 6 STORM BAR - TWO SPANS PSP2X6 -2 66 70 ad 90 10d 110 126 13d SHUTTER WIDTH - IN - TWO 5PAN5 2 X 6 STORM BAR - THREE SPANS Iii Inmpfgnismmmuui amosiormisimum mmummiummimm .►11110r11111111.-11•1116, ..',■.•,,■.• I21. sIMI- -111EN 1111 \.1 memor item ■IME.11111 -- irranzimmoramm rourrellaumnammi ISEIZIELHIMMIN P R2R2x6 -3 2 9A L60 110 120 13d 140 156 160 SHUTTER WIDTH - IN - THREE 5PAN5 z H z 0 H 1- u W Z9 J 0 HtE) 4 w 2 x 6 STORM GAR - TWO SPANS -• ' ORB2X6 -2 ;OEFL. AT td F5F tV I` 2 x 6 STORM BAR - THREE SPANS m m l btu 70 ad 9d ]dd Ild ]26 13d SHUTTER WIDTH - IN - TWO SPANS THE CURVES P22X6S -2 i---- -•-.11 • m N 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER ... 11 /3.1111M..._, 11-- --- ∎��111 '�.�'11..,11�_. 11110.1111111111111•111111•111111111111•11 ■11-.∎--�M111111 M�RIIMM . ■ ■. ■1111■ ■1811--■ • 1111 11!1111- 111111 -`11 111111 '0�11M 1111\` marriammarammare - mummer rs ;ri b0 7d ad 9d 1dd 110 126 lad b6 7d ad 90 1d1 d 110 SHUTTER WIDTH - IN - TWO 5PAN5 SHUTTER WIDTH - IN - TWO PRODUCT REN'E %VE PRmrED DoMPtYING OE T } �E UTH flORID,A BUILDING CODE ACCEPTANCE No. D�j �.6�(j ' p� DAT ON THESE GRAPHS SHOW STORM BAf f� S — SEE SKETCH FOR REFERENCE vti nAr>; Oc 4.0 .1 r – ORB2x6 -3 OEFL AT 10 P5F 84 96 160 110 120 136 140 156 150 5HUTTER WIDTH - IN - TWO SPANS t9 M TCONTROL U 2. X 6 STO '� 1 ' ''`' CO WITH STEC . STI FFENER 90 160 110 120 13d 140 156 160 SHUTTER tiltorH - IN - THREE 5PAN5 z z 0 .- 1 N u w 0 W � J .E4i��ilii...•► 11111 11111111111 ■ 1 • 111 011 1 111 1 10111111NINIIN... ■•►L1111111 fiti M1W.■ ,•."..•,,.. . 11 1•11111116911111111111111M11 ■•\01111- -•111M■ iii : R 1i. _.�� '■.N'...'•.. R22x6S -2 ENO POST 2 x 6 STORM BAR - TWO SPANS to WITH STEEL STIFFENER 111E11 adM 1111 IPAI MIMI • 1111111 111 Ion= OPg2X6s2 OEFL. AT 16 P5F( a Y R OOUC &Utt' CODE COMPLIANCE OFFICE ACCEPTANCE N0.97 0826.65 2 >c 6 STORM BAR - TI -1REE SPANS `D WITH STEEL STIFFENER 6 lh z H � Zr 0 H _Jru . 0 � t9 2 DIVISION 126 130 SPANS :oaa2x6so :OEFL. AT 16 PSF yb 96 160 110 120 13d 140 156 160 SHUTTER WIDTH - IN - TWO 5PAN5 0 POST a POST 8 0 STORM BARS 0 w V1 STORM BARS POST TOP SUPPORT Q_SPANS TOP SUPPOR 0 z J 2 0 0 THREE SPANS 0 d`a 0 0 Q. O U Qt 0 0 d 0 0 CC 0 Q o z 1 CO m W 0Z0!.; z _ o J a � O o c O 1 � 0 V LD N n > o c . O 1 z • 0 41 0 0 0 e W 41 A 0 0 0 u 0 V 0 v Y u drow;ng no. 94 -55 sheet 20 of 2 1 ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = POSITIVE LOAD NOTES: 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD 0 > Ls /30 OR 2 ". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET SHUTTER WIDTH = Sw = 1 N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. SLAT STORM BAR HEADER OF THERE IS NO HEADER SKIP STEPS 5 do 6.) STEP 2 3 4 5 6 7 SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = RI DEFLECTION OF SLAT = D 1 K • R I FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = 02 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: FROM DEFLECTION GRAPH FOR 1 PSF READING FOR ABOVE HEAD R3 DEFLECTION OF HEAD = Oh = K • R3 EFFECT ON Shirt = 03 = Dh /4 TOTAL DEFLECTION = 0 = D 1 +02 +03 IN. Ls /30 PRODUCT RENEWED ACCEPTANCE N o._QC -• G (,0 . r)1' EX TION DATE 99 BY— ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPUER FACTOR = K = Pd /10 = Y PR 1 GCRDECOMPLIANCEOF APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT • i 1 g_1_.L_ PRODUa 1 TROL DIY!SION UILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qr - 0g7.6 .0_ NEGATIVE LOAD SHUTTER WIDTH = Sw = 1N, NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. SLAT STORM BAR HEADER STEP 2 3 4 5 6 7 SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = RI DEFLECTION OF SLAT = DI = K • RI FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : FROM QEF.LECT1ON' CR H FOR 10 PSF fl ADINC FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECT OF— HEAQE,R D = K • R3 EFFECT ON SLATS f33 Oh /• TOTAL DEFLECTION = 0 = 01+02+03 IN. • Ls /30 Enr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 inn() 0 z 0 0 0 cn c 0 o Q Z 0 U of 0 co z w wz Q 1� 5 ozo^ p p D o _ n 2 .'`ti r`r C O 0 'c 0 0 v -0 W o 0 0 v 0 1 rn 0 0 cc c drow■ng no. 94 -55 sheet 21 of 21 ,4-RE/3 r— - Ic` # rx(577N: FRol/7 - -,------ ty e /? /Ng(e / , P 1 5 /Ve' 5 Pt_ A 7 j3 1 e ,,14g1 141 _ pep 4 R. E tf./ d da 6 a /4 tr io x14. e: a 7%1 woof) 84'/91k-I /pi° Col,— /2 X(6"'F7(: e,c9 / M 5 f C Atr 1 5 viAtt IThI iv/A/00• - rof 1 1 1 1 5hoicoN-r 6x 6 /0fr kvigh* AgE5*# N • , Ggo f(CE WFt - _ rM611 - 1,„ . 3313 . RHEA- (tNo:•:, ,iit ;ONOtf1ONis - 012 ENGINEER CHECK LIST FOR APPROVAL SEAL , O nerai Layout '1:ns . zchs C ::;r Hanges -eel Heights `.ir Conditioning :'.raring Locations Cantilever Conditions r Charing Mate ruci;:, Height Others PLEASE' RETURN FOR r'12r -IFST FASRICATICN FC7e. 6 !o" Uy �F,E L7A - /,a /L 0 4 -- / v W 1 TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. EX- TEND ANCHORS OVER TOP CHORD. PLATE FLUSH WITH INSIDE WALL. DETAIL SCALE 3/4" 1' 0" IN DADE COUNTY e ' r- SUBSTITUTE NO. 1 SOUTHERN PINE OR 150Of INDUSTRIAL FIR WHERE 2X 4 CONSTRUCTION FIR IS SPECI- FIED. 3 P.dec= 'CMG SPE(:: int_ 2, 4 'L EA/ J> —•� - -- — — — — —y - - -+ — r - r I .4- {---- ; ,-- 1 f1 O N bled r- – 41 yep ri 3 3 ) 2M A.- a _ . rV T /G / <o 6 d E M P I R E R O O F T R U S S t i • N 0 0 0 U • f - ,.«. u u J approved s ubject to Isuilde"► , d. ti '4 :ilding, plumbing, electrical no tocinl'code.s Ott th.orea Village. 'r e Architect and ::/wilder area knowledge of .11 building t•.. tioill '.:nether , ecificalitr jr !d'.l.erei :z. AN rt‘inforca s e1, sc:' ta.taing, pl nii;ir��elF.ctrical wiring & ti roof Cathie), tit be tcu e sf r• �nayEt i:►ry; I is &__','"` . .,.,,., , fti - Ii,..., .-...... ROOF TRUSS LAYOUT /- 0 KAy V :L «y Q ISSUED vv DRAWN FILE NO. L SHEET MODEL F34 1�7T /e '1/ iiCe , eLUK.t" /7U a • . f _Et �iQ.3og ?? F /G[E- oGioNOGJ 2'G ° (4) 3•'O" (B) 2,3/2 2 x4'e ? 3' -6' 4 =o(4) 7 /2d/V /LS. 2 =6 "/y4X.c ) 3'0'14((8) // /2dN4 /[S 4" F /LLE2(o,orfo 4L) 5T4ND4RD O /LW/1ONG DETA /L 3 44.4X,(4) 4 = O•MdX.(0) I5J JND4QD OVER,I4NG OZTG /L OkEQ,44ON6 5CCL39fO To 70P CL/O.QA. 570 7kt/ff. 2ELEo6fe CONNECTED ro r/e GYEQA? / t4' /Tf/ VO 4=o"0,C (!3 Y o>ae.e.r) 2' 2 L/(/RR /CONE cL /P 4t 6' F0■2 2.4 rC: 5 :6' 2.6 7C. NOTE. (4) T /LE Roo COVER /N6 (8)'4 VEL ROOF CD!/EQ /NG. 2.6 LEDGE/r2 CONNECTED TO T/E 4 iY /VO 2 0 c. 1 (4 Y o7/l42.r) QyERN4NG 14//T1/ RETURN -4 /2=o'til /NTReA r1.4/V OVEQ114NG WTI/ RETURN SC433ED TO POP C.4ORVI " 3/?,4C /NG NOrtf. oM /T aR4C /NG ✓ ' /Eiti .2.E /!RN i S Sir TNEn 044/ T,e3QGC /NG FOR .o":0";. 5 A44 4: e,Q /1 -2 NOTE'dLL LUM/3E2 /5oor /ND. F/I? OR NE5TERN /I&WLOCK OR No./ l5G%i7.4 R /NE' D.C. DWG GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BARBGRIP" t000 SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD 1 70 P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED %FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR 1000 OR 2000 SERIES NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE I /2" z I 1 GAUGE "SCOTCH" NAIL OR E QUAL. SPAN PITCH TYPE APPROVED FOR RONEL CORP. RONEL kerbarip SYSTEM 3 2.3 CON.' Jac NO Y.. 4 00 fr'E RONEL CORPORATION / , r te 6401 N.N. 74th AY EN U E MIAMI, FLORIDA 01/6911.44 DET:J /Z S. NO. STRENGTH ECONOMY QUALITY DESIGNED CHECKED EN4RE M.Y.I. SCA PATI /''_/ 0'' ?/2/66 DRAWING N 1113 1 1 i 1 1 1 1 1 1 1 4 TYP. SILL TYP. HEAD r .250 MAX. 2 x WOOD BUCK 4 PANHEAD 4 TYP. HEAD TYP. SILL v V N • 112 PANHEAD F .250 t MAX. 1.500 250 1.250 2 x WOOD BUCK dg/ Revisions: E Moteriol: TYP. JAMB Description: /12 PANHEAD .250 MAX. 1.250 TYP. JAMB d 2 x WOOD BUCK APPPOVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D.ATF CGo 22 1998 By I Slnq/ I PIIODU_ _C,itROL DIVS,O!N ' BUILDI';: CODE COMPLIANCE OFFICE :CCEPT NO. B � �• fll Drown By: D. B. Revised By: D.B. Vendor No.: Dote: 2 9 98 Dote: 8 18 98 Scale: N.T.S. CIO S sirc ion : .•Rr, u of rirritl Yr)! LW:wrtJ Prod Cotego SH Address.: P.O. BOX 1529 NOKOt✓;IS, FL. 34274 ...................... _............ cn.ng No.: 4040 Sheet: progressive? tecrno?ogY i _ ✓a+uMeSree d %mix/ & Qc(ar Cc= *Kt.a _ rY Series /Model' ��.. 701 ANCH. TYPICAL SINGLE HUNG ANCHORAGE (1 /4 " TAPCON /OR #12 PHEAD) O S e: 22 /2 * I c tc 00 - 2 ` I * � d u �\+ e 0 '� 5 7 0pr� f - 5.7 N p ,1 ;6667" 9 -68/0". 1 m 0) b G8 / 6667~ 5700 , P 4 0 0 - . 4/60 // =2' N / N /0=0" 4 . //' -2" % ro 32 =4" CAMBER BOTTOM CHORD /2"4 4 �/ SYMMETR /CAL ABOUT .t EXCEPT f0R r '" ---r BOTTOM CHORD SPL /CE (ONE PERM /TTED) 2 "x2 ' BLOCK SPL /CE L /NE /' - O # 4i/Az —2'-2 BLOCK MAX. SPAN M/N /MUM GRADE OF L UMBER 33' - 0" X. / SOUTHERN P /NE 3r-4" /500 /'" /ND. GRADE DOUGLAS F/R 28'- 4" /500 f " /ND. GRADE WESTERN HEMLOCK /' -3" /'- MAX SPAN 33 =0" MAX. SPAN 32'-O" 5 =0" 5'-o I 5'- O' L 5-0 " L 5' LOAD /NG D /AGRAM SCALE. 1 4"=/=0" , /2 ,2 h ✓O /NT A" ' - 0 " 507TOMCHCPO WEB MEMBERS: /500 f" //VD GRADE DOUGLAS F/R OR WESTERN HEMLOCK OR A6. / SOUTHERN P /NE 32' -4" CLEAR SPAN 33'--0" OUT TO OUT OP BEAR /NG Tt's . //_ALF EL E VA T /ON Of T RU55 ' SCALE: /2" _ /' -O" LOAD5: D,L. 4 L.L. TOP CHORD " 45 P5f DL. BOTTOM Ch'ORD - /0 PSF TOTAL LOAD - 55 PS!• TRUSSES SPACED 2'-0" 0.0. MAX. /1' 2" FORCE D /AGRAM 5CALE. / "= /OOO 2 x 4 BEAR /NG /2. (BY OTHERS) D. C. DWG. 2 MAX. SPAN 33' -O" 1 , 2 " MAX. SPAN 3 / ' - O' ,2'2" MAX. SPAN 29' - 4'- 111 M4X.SGAN 28' -4 1.111Pr91 �E SPL /CE L /NG 5" 3 8" OYGRLAY FP. W /TM 24 NA/LS P4R 2 ALTERNATE BOTTOM CHORD SPL /CE AT </O /NT Q " SCALE: / " /' -0" GENERAL NOTES ii ioBER: MINIMUM LUMBER GRADES ARE AS SHOWN ON THE ELEVATION. CO "IIVECIIO'.Y PLATES: ARE "RONEL BARBGRIP 1000 SERIES" 20 GAGE GALVANIZED STEEL AS MANUFACTUREJ BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD I70 PER PLUG. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33% FOR SHORT TIME LOADING CONDITIONS. (LUMBER ONLY) NAILS: ARE lw" E 11 GAGE "SCOTCH" NAIL OR EQUAL. APPROVED POR RONEL CORP. RONEL borbyrip SYSTEM RONEL CORPORATION 6401 N. W. 74th AVENUE MIAMI, FLORIDA U STRENGTH ECONOMY QUALITY 2'2 To /2 TRUSS SER /ES SPAN PITCH TYPE 33' -O" 12k:/2 1 FAN NO. G nn.i CA. N4X,SPAN 33=0' DESIGNED CHECKED M.,11 M. Y/. DATe 4- 9- 64 1t T3 SHEET NO G4NT /LEVER USE REGULAR GABLE TRUSS Old, /C' 23 CANTS. 3' O " roc-eV GES /GNS SAME AS R /6HT 5 /DE '7 6 4" 0 CANT/LEVERS 3' -0' TO DES /GN'AS SHOWN MAX. SPAN 33 =0" M4X, SPAN 32=0" SPLICE LINE (ONE P6P,v1 /TTED) 5' -2" C h a? BLOCk- 3 5 ' -2" Vl 4 J //=4" /0=-4" 33'- 0" • 5=2" e k o f 5 2Z LOAD //i'6 a- 0 4i 1X• 4=/0" 6=G" 2L ' , /2 1 I nl \9 V 2 11 y 'N o m 4 1:(1j iIF I Iti I { //" , CAN.' S. 4 -9" TO _ / " h CANTS, 3' -0" 70 4' - 2x 3 0g 2 4 LOA 05: 2x4 HALF ELEVAT /ON CF CANT /LL<VER SCALE.' /'2" /' - -O" t?L s / n; /' C7 /, /r0 L J L .' , /'T : c A/ C/-/C /'O TOTAL DE-, /(,N C.i1N O TO `7_.y,. 4L .., C TO 6 _5 _. 7:- 0 N l i!- �� �IT = 45 Ps, /0 P5F = 55 PSF /7 (/')5E') .`' /'a(TD 2' O_O,C AMA' /A11/4 /2 2,6 "i �3. " + { I i ? —_ t . I i- A -- 9Im I ' _ h y — • YJ MAX. SPAN (OUT TO OUT OF BRG /25 ) 30' - UP TO 26' -3" MAX SPAN roar ro OUT OF BRG /2' 5) 28=3" UP TO _2!' - 6' _ MAX. SPAN (OUT TO OUT OF BRG %£e.)_ 26' - 6" MAX /MUM OVERALL SPAN 33 - 0" CANTS 4'9'1 G" TO 6' - 5" STANDARD TRUSS - A 590 " - /100' �', 596 " ._z "no s i 6 -,3 84n4, 3 B /o 2 'I 10 4800 _ - FOR CANT (1, TO / -6" D0,NOT I/SE k'5061 OR VERT /CAL , G/EMBER . =J.4 CANT FROM 1' - G" ro 2=6" USE 2 x4 WEDGE ONLY FOR CANT F,4O.0 2' - G" TO 5' - O" "4DD 2 VERT /CAL MEMBER TO BE 2 "FROt4 £O E OF 61 /EDGE OR 2' 3" % 2" FROM VERT 2,4 (WHEN VERT 2r 4 /5 USE5) 3' - CAN/ 7H055 W / 7H 57U 57/0 CONO /T /ON OPPC WTI ENV. 3z _ CANTS 3' -O' TO 4' -8" G‹ - 2,4 BRG R. (TYR) (BY OTHERS) CANT /LEVER 3' -0" TO 4=9' CANT /LEVER 4' -9" T O 6=6' CAN - /LEVCN 6' - 6" 5, 4 4 A c 4376. i - 390 Y c ��irii a �" V1 FOAr'Cf_" 7)t40,r'4M5 /0.n,' ti — 2x4 14'5505 2x4 " / -43/ zn• - 2870 - 30410' Log! – ' 3/ CJ F" CAN/ //0/33 00'" TY/7// ' 11/1, CFN 4 /GN Ovv/ 77 /v,. /, Jr 4'- J /'- 6' e UNO ST0 TRl/55 DES /GN 2=6' VP ro 3=0" s UPTO 2=6" O.h' 405 2,4 MEMBER v C Ul C A N T / L VER U,° 7 3'- O" SCALE. /'2 "= / -0" /2 UP TO 2=-6" OVERHANG NOTES: FOR GENERAL NOTES SEE STANDARD TRUSS ORA W/NG " /0(23 TH /5 TRU55 D /GN TO BE (/5ED FOR ANY COM5 /NAT /ON OF CANT / LEVER5 UP 70 A MA,Y /410/11 OF 6=-6" AT L:' /TREK OK 807/1 EA/OS RONEL CORPORATION 6401 N. W. 74th AVENUE MIAMI. FLORIDA RONEL borbyrip SYSTEM STRENGTH ECONOMY QUALITY 33'- O" TRUSS A' /TH CANT/LEVERS UP TO 6 ' - 6" SPAN PITCH TYPE 33' -o" 2 : /2 FAN NO. APPROVED FOR RONEL CORP DESIGNED M F✓ CHECKED SCALE DATE 5705yv 4 Et O C 3 + 1(A � 6 �1 SHEET OF N-0 VT -4 JOINT A a22 D- 1 A 0 ____- Ica 1 ® a' o' VT- B 4' -O' 26 VT -28 • O /VT4 O L VT -3 / C YT-!2 \ "Th7 Q.. VT !4, _ 1 _- 0+ LAST VALLEY TRUSS_ �? NI STANDARD T3SS CQ Q TYPICAL VALLEY TTS LAYOUT ryCALE'I ly= I'-O JOINT B l e + J TYP SECT. TYP SECT Q I f 2X4 �. Fi 2x4 CUT TO PITCH OR HALF or 2xG TYPICAL SECTION 0 JOINT D 5C AL_ VT VT =32 VT - -36 2x6 24 12 CUT EV cur TO PTCH SUGGESTED BOTTOM c1J02 D LUMBER 3 ._ f , o , 4' 6• 'J O 24' -0• VT -24 6 =0" 5'0" JOINT C c 2 3LALE' . 2".7. c -I 3 "Y 4' R. C -2 3' ' 5' R. X2 5'0" 5'G" 12 I WEB MEMe3. 2x3 - -- 02 2X6 T✓/: � fl- -------- -- —_ 0 32'0'4 36,' - -O' V r- 32'0 "6 36 GENERAL NOTES LUMBER : ALL LUMBER TO BE 2x4 (UNLESS OTHERWISE SHOWN) 1200 "P IND. GRADE DOUGLAS FIR OR WESTERN HEMLOCK OR No. SOUTHERN PINE. CONNECTION PLATES: ARE `ROIIEL BARFCRIP I070 SERIES" 20 GAGE GALVANIZED STEEL AS MANUfACTUREJ BY 10011 CORPORATION." PLATES 10 BE INSTALLED ON BOTH FACES OF TRUSS JOINTS CONNECTIONS: SAFE WORKING LOAD 140` PE0 RUG. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN .NCREASED — FOR SHORT IIME LOADING CONDITIONS. NAILS: ARE 1." it 11 GAGE "SCOTCH" NAIL OR EQUAL REVISED 3//6/1963 NOTE: U & USE T415 '41-LEY SET ALA FOR 3 c 32 TO ,2 2 AIT0- • RONEL borbgrip SYSTEM JOINT E 5cALE.V.4 - -0 MAX. LAST L VALLEY TRUSS 8'0' vT -4 f2'O" vT - 8 1q,'0• vT -l2 20'O' VT -1G 24'0 vT- 20 28'0 VT-24 32 v r- 28 3G' - a v T -32 40'0' VT -3G RONEL CORPORATION 1255 SUEW.GFON S;YFET OPA-LOLXA FLOOLA VALLEY TRUSS SERIES STRENGTH ECONOMY QUALITY o+ec�Ln ti7 air/ w wwc NO. 1 )OK9 SECTION SPECIAL END TRUSS DROP END GABLE DROP END GABLE BUILT UP 2x4 OR 2x( NOTE ALL PLATE h3 tNIE93 CRIFEYVO `� ALL LUMBER 2n4 L LE93 OR 'E '3,10/61 FILL BEARRJG T}IROUGHCOT BOTTOM Q JRO. ' E85 2-O' O.C. RONEL borby p SYSTEM SOLICE DETAIL FOR TCP OQ BOTTOM CHORD RONEL CORPORATION 2.33 � �xA SPECIAL ENDS i� STRENGTH ECONO, .V QUAKY GIRDER ciPAN LO.IGTN OF - MRCP' TO BE CARRIED 1 TRL) S G1QOE4 2 TRUSS GIRDER 3 TRUSS GIRDER 20' -0' 12' -rd 26' - 8• 40 - 10' 19' -8" 12'10 27L 2" 41' - q - 4 ■3'-O" 2l-a" 42- 4 y' - o' 1v - 2' 20'2" 43'-O' IB' -8 13•-( 28•- 8 43' -t0• 113' 4• 13'- 8" 22-r 44- 8" 18' -0 14'-0" 29' EV 45' -( I1 8" 14• - 's• e1 48-4• n -4' 14 30' 1O• 4Z s• IT 14' -t0• 91'- Ft • 49 -4" 10' -8" I9' -O• !2' - 49' -t I6' - 4' I0 37 - 1 4' S0 1•-0 I0 -8• 33- C 31- v Se 4" IV 8" 16' 34'. 4• 52' -6" 15' -4' 16'-4 35 -O" 53' 15' -0• 16' -to 35' -I9 55' TYPICAL 1 2 . (t) BOLTS (INSTALLED IN SHOP) TYPICAL 2 4 BOLTS FCR FASTENING TRDES TO THE GIRDER (INSTALLED IN THE FIELD) +24.523 CLIMBER DOTTJ C1 SY:viMET2KAL ABOUT et. 2,4 .vL3 MEMBER CONSTRUCTION DOUGLAS FIR OR WESTERN - 4EMLDCX CR NO 2 SOUT'..ERN PINE - 1 • ss•o S I C 22 - C\ t`D +24,525 LOADING DIAGQAM SALE: 1 9'= I' -O NasiS PER 'J!. IR NOTE poQcES N MEMBEp NAVE BEEN COMPUTED A ALVTICALLA4 CON'ST ; ADE DOU2i.:- 00. WESTERN HEMLCCK.OR 1.0-1 SOUT TERN P:KIE. STANDARD GRACE DOUGLAS RR 0 WESTERN HEMLOCK,OR I.YJ 2 _•OUT.0E0N PINE. 2+G . • 2+8 • 12 I J 22 19' -4" CLEAQ SDAN HALF ELEVATION OF GIQDEQ scnL.E I = r -o• 5E E TABLE ABOVE FoR SPAN OF GIRDER 4 TRU55E5 TO 5E CARRIED. 20' -0" OUT TO OUT OF BEARING f 5" OPTIONAL BOTTOM 04000 SPLICE ` - KALE' i'i =I'-0• 8 NAILS PER �. _2• 2,4 BE: •.3 @ (Ev OTUE25) - ✓ T 4" 5 TQUSS LOA DiNG TOP CIa0120 L L. = 35.00 P.S.F QEDOCTION = -525 " NET TOP GCPD L.L. = 29.75 " TOP CI4O2D DL. = 10.00 " " BOT CNORD D.L. = 10.00 " " TOTAL TQUSS LOAD = 4975 P.S.F. GI LADE LOADiNG' (O (• +I'0)(49.75) =10572 PL F 2 MOTE: BOLT TRU55E5 TOGETT8R WITH '2') BOLTS AS SHOWN ON LLEo4TiON. OR !JAIL TRUSSES TOGETHER WITH 16d tJAILS FOR TWO TRUS5 ANO 40d NAILS FOR THREE TRUSS GRUER5 8D I'-6•'oC GENERAL NOTES: LUMBER :.41N:1.1UM LUMBER GRADES ARE AS 0lOWN CN THE ELEVATION. CONNECTION QS: ARE 'RONEL BAQ3GQID 1000 SER3S 20 GAGE GALVANL'ED STEEL (UNLESS 0T1132- -WIsE SHOWN) AS MAN'J1ACTL"0ED EY . QoNET-- CORA PLATES 10 BE INSTALLED ON 60T1-1 FACES OF T )5 . LONNECDON : SAFE •dDRKING LOAD EQUAL 140 PER PLUG. DE&N ALLOWARLE YANKING SIWESSES NAVE SEEN INCREASED 351. FOR EN0QT TIME LOADING CONDITIONS. NAILS: TO OE 1'2%11 GAGE OT - I • NA'1 CRC L.. RONEL CORPORATION RONEL ba :bgrip SYSTEM STRENGTH ECONOMY QUALITY 20L0" GI FADER SPAN 20' -0" FITQ1 2 2 253 BUEINOTON STREET OPA.LOCKA, FLORIDA K.P NO. DESIGNS• CHECKED Qa ,. SCUE DAR 7/24/4-2 Duwwc NO. II) U83 4/0 CANT /LEVER TRUSS DQBW /A/ B!E CG4/7 2 4 /O" D OES /OUS SOME eS ,2,0•111 .57,0E N 6 ._ 2 C A,T /L /VER5 2 " /0" r0 /,=/9 015 /G.0 AS 55'0■4/ 2.4 CAA/7 4905 6 C4V 2- - /O ° To 4 = s _" 4• Q�n 64/4 /L5 PER .2 2r6" 6L8 Q, R h '0 0 a® h $0 9 h 2 / ";- b h 4x/4/'5 ,%'Q ,e. C 8 26 =8' &W/.A/6 D /46,P4 M M4X 5P4N (OUT TO OUT OF 6R5 R'J 19'- /0" 6= oo by /144' 5P4A/ (OUT TO OUT of 500 9") 23- /O" UP TO 2/'- /0" M4X. 5P45 (OUT TO OUT of 500. 2') 2/'/0" UP 70 /9' 1 i 114XlMUM O✓2;4 SPOA/ 4'6=8" /O" 2 =6" va 2,2 s, 24425 P1252 /0" 9 - 044/L5 PER? C4(0 2:10 4 4(0 2'/o'ia4' -9 /O", dial/L5 PIP 2. (.LUT.' /O'r06 =9' 104275. DL E L L. TOP C1/0,PD = 55 P.5F PL. 5OTTO/'9 C/s0QD= /0 PSF TOT4L GE5 /1.4/ L0/10. 55 PSF 2.9 550 ,2 • five) (by am,, 64.41T /LEVER 4 = /0" HOLE EL EVV T /O// Of C.d/VT/Lf V1,2 T,PU55E5 SPzCED 2. " 06 Af2,0 OOO 2.0 6, /COL MCMSZP faQ CO07 6 - UP 70 2-/O" /2 1 2 / 2 a 4/9/25 PER 2 C44/T /L EVER 2//O" UP TO 4 r /O' CGAIT /LEVRP 4= /0" UP TO ,S=/0" 574./00,20 T.P(/S5 UP TO 2 =6" oVLRNi.uG FOPCE D /46,04M 5coZE, / "-6aer# 1.'0 /.'E,t: 2!/O� CANT. TQ,a05.51 w, J" 57 506. COND,T /ON !JOTT50ED O 0i 7S / TC END. 5 2,4 4 TO Sf 2 " .E0Ge .1/E065 0.P 2 "lh'0M ✓52.' 2..o(4 !9/,7 2. o :5 .. NEOGE ST,12!01 P r2 UP TO 2 =6" 2=6' UP TO a = /O' BOO 2. mer /2 4P TO 2'6 " 0/L Cd/f/T /LL`f/f.P 1/P TO 2 SG1L L:• / 1 . / A.1011 -toe 61 ,arts 5!! 5M,140420 TRUSS 0 /3'!0419 78,5 TPU55 D.15/64/70 L3E 0.5!D f02 44/Y CGMBJN4TiO4/ OF C4NT /L EvI Q5 UP TO .J MilX /MUM OF 4= /0" eT f /Tnf2 0R 547H !A/DS NOTE FOPDADC COUNTY' GtJLY: USE !NAIL PEQ 6 S9 02. OF /2 ROME. Serb M SYSTEM RONEL CORPORATION /253 aUNNGTQN STREET OPA IOCRA. RORIQA ECONOMY QUALITY 26=8" 1,21155 vW /T/f CevT /LE.P5 UP TO 6'/0" tO CAMBER BOTTOM C1 -IORD2, 8 @ ( L• LOADING DIAGRAM SCALES 4 =1' -O 4 NAILS PER IQ. 2,5 NEB MEMBERS 1 200'f" INDUSTRIAL GRADE WE5 43 ERN HEMLOCK OR DOUGLAS FIR 02 N0.2 SOUTHERN PINE MAX. SPAM 26' -8" 6" IMAX.5PAM 20' -8' 4" 1 5 ✓ FOR 3 "x 4' R. t1: 4 NAILS PER "_ rL* 1 I' -0" MINIMUM 3 -6" MAXIMUM SPLICE LINE 4-5 24. 4 MALI LS PEI? LOADS: DL LL 10P CHOP1' 45p5.f D L BOTT CNORD O p s.f TOTAL LOAD .... 55 psf. TRUSSES PACED 2b'0C MAX MAX. SPAN 26 -8" MItJIP1UM GRADE OF LUMBER NO.1 SOUTIIERRI PIAIE 02 1500 "f" i1JDU5TRIAL GRADE DOUGLAS FIR WESTERN HEMLOC DOUGLAS F12. WESTERIJ HEMLOCYi 23' -8' 1500 1"IUDUSTRIAL GRADE 2I' -. " 1200 "f" INDUSTRIAL GRADE 20' -8" 12001" i J0USTRIAL GRADE 02 MO. 2 SOUTtiE2Rl PIIJE TRUSS SYMMETRICAL ABOUT EXCEPT FOR BOTTOM CNORD SPLICE ONE PERMITTED) Cn (A" CO-10" 26'-0" CLEAR SPAN 2 NA/IS PER IP. 2,4 NEB MEMBERS CONSTRUCTION WESTERN HEMLOCK 02 DOUG LA5 FIR OR 1.10. 2 SOUTHERN PINE 2)(4 26' 8" OUT TO OUT OF BEARING -(ALF ELEVATION OF TRUSS .SCALE: I " id FORCE DIAGRAM SCALE: I'= 40L 8 12 its 2 //' 9' I G / 200 " f" UJDUSTRIAL GRADE WESTERIJ HEMLOCK OR DOUGLAS HQ OR MO.2 5OUTIIERtJ PIIJE GENEQAL NOTES: LUM3E12:MIIJdMUi1 GRADES ARE AS SHOWN 011 Th£ ELEYATIOIJ. CONNECTION PLATES: AR E " RONEL I34 8Ga1D 7000 SE.2:ES: 20 SASE GAL VANILED STEEL (11114..E55 0711E2- • 4 E Sai WO AS 1.+4 JUFACTJRED BY "QCUEL CO1tPO2Ar PLATES TO 8E 71JSTALL£D ON. BOTH FACES OF TRUSS • CONNECTIONS: SAFE wCRSING LOAD EQJAL 744% >• PER Pt-LOG DESIGAJ:ALLOWAESLE 'NORriILIS ° rrRESSES if®vE 9E EU +1.LCRE AS E2 33% FOR Ei+DRT TIME LOADING CONDITIONS NAILS: TO S ! "L0L S < N SAGE 'SCOTc0" NAIL O2 E01/4L. 2 :4 BEARING t- (BY OB -IEQS) b S ;EM STS :TN 2'2 TO 12 TQU53 5E121E3 APPROVED eaa tole RONEL CORPORATION ma 1 4:12 ry a zu JU+:wcra+ S:Rfff OPA.00CA. t.onc„ 7174 5 "¢ FIA. STRENGTH ECONOMY QUALar L_ 1 / ocat (1 Le t cd of, jos+ to st fro5s 2 cieaxe WAsfrUP. e DCfl , t 24'0 c & move, por+ior of ove„ricion&} 4 - f IN wall -MC MUSS Aire ,ASSISSMS? AMY Hilt AP . \ TiLLL/--TIRDrs web ardi r strop gea 7r -fross Jast evo WT 2- 7 3 /8 boi it) tOp e0C-I 1 end W/2' bo) -- turrEr TT I/4" 11 ward fortingQ 1.A of -frof..t V`tdryvvoll on_forriP9 seci±ciri t 4e A.2 tbr not ect±ing - b col crv�r :etw - f - Te be_orrb 4 12 11 troict,11 • 5 ., • • ••-•■■•■ • ■.■ • cm /5 7-0 o• P/21/5 data gO _cja. / a, ) p/a7?s d 20 adc&/ ailene_; c (3' Ztors-v.r (io Tin Wffidc .6; 6 A , '4" 1 1 k '0 -0 # floor plan-1/41 1 - 4) 7 . r*, "7, AtE.Rvf.a4 TT; 1 , . 32.7-1. 41 '''..`.'■ '',\SW ra ' \ '' .:-.. o tim)Ef<rjoGNiTEi ,- N',/.2..; 7 TOE VALLS t FF.,yo 1AHT acif3T V'/ cis, t--- it 4 ,• north elevation-1/4H 21LX2/K r -- - - LLF.2 -, H JT ) WALL, \klkir21 rt- ff Kik7•;,/E. Xf:; A3 '/1/ ' P°1 r` ... - r'Lutvii51kk.:, Fv,ONA, .K.T* . ;-----... - ■' ,. ;:_,I; - ° • •• N; '9*.r - — 4 1, f 4' r fri 1 4 family room t..11 -47 22 5L,4T%E. f 4 ' 1 K io W ON \tvel_. 4-4 - - 9+ Id A 21-: 004-t 4 1 - 5 -------- - cot,ic rzr L 0 LkOL jQ - 105 •0 t N9 1; 9 N, t„) - 0 €)- E -(7 72 - 1 1 /i' l 3 , • - ''r.;-7 5M 4V Af ' TYF? „ TO 11AATCH ')<1 _ - ----------- MIS # xX - (2 , 60 ikicLEUs. 10 Aik\TC H P4OvE _LCCR I K.: _j iri■;sit•J I ( - - - 1 - (;7 • — 1 5 11-JC0L_ITE-11 CEiL 1 r deck, 1 5Wi • 0 • 0 F *E.-I-L. C-OMMCTE.7.._) 11t. - v 1 closet xl Lot\e_: cc= riLL.. w/cof.lc \NjCLE: <VOL) ZErD x site plan- in-2-30 ., - L Er CL=c3' K 1 FTICt.1 / I LCT ' /1. OF 2.1 4. LOT '22 -4----- I i -------- pi...1e,. ;70 M4AM1 ei rtis, \ . .•c;iloi-J iNic?-<:. 1 / [ --- 71,/, --7. :-,-,.. . :,.. Et--1 D UN_ L „ 1 f\DT ()M Frr-t=c3;q3 M. - 'rk , c_ray ( Cr'il ' '_ - -) 11 c_G; tie TL- n NJ. F-L.. TO PsiEL, otsr .cf4NCH_LE Ft.spi CLCT A? C.ies k 3r 12' CULY...).ET (65 CLOE M; 3rCE 4 12 EDErri ": C■ 0 ,1 TO CohC WO 5 reouND wwo ro f4v€5..) - co VEgt • TILE z\rEis. _roPCF r 1 - ` (ro ,kt&Tt4.1 aceir,r7p) iiuoeo { TO AWC EX1 29 .51 SITP roof framing plan-v41 west elevation-1/4" 1 I /7/2 2 7. K SC 10 12 q";J6CK.. itr01.) CL. C-NE- DEL'F rao - e.ce34it..E0 4 %Nrit-ID - t A A.e; c L c2orAiz, to : -.. , r- r� 44.1. VAC TO N rg4W.To U% rt.A rov i-y .y O\ISI o r kzft5 O TA ►` -rt; KP .. t.1 -4.50,. t FIN-4 IttAT E-, 0411Eill-Wirrql,414:alci-1 T0 5a; 13019Z‹. --= _a " - t L partial elevation bay detai 1 V2" S�Cfild�l ti INACTIVE Vendor No.: Sc ole : Drowing No.: Dote: 2/9/98 Dot 8 18 98 Clo ss,(fcot;on: w„wca.o d am: ay re Prod. CO t e pory: SH ;fcm SECT. 2,784 ROUGH OPENING .500 34.500 DAYLIGHT OPENING 34.500 ACTIVE DAYLIGHT OPENING 2.330 ROUGH OPENING INTERIOR gimibt h hh. 1. 123 VERTICAL SECTION EXTERIOR INTERIOR 53.125 49.625 DAYLIGHT" OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 21 ir/ 141 "� 2.710 APP�.OVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF OC ig 4g BYJStno.c • CInavtae, PRODUCT CCNTR OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTAKE NO.gP) •Of ROUGH OPENING ewv 1 IT Rl:St -_. ^RtP°.M.9'V'°Mi'�N^+fwi M ,, -.[.i Me!•Mrw..A M.".'ti •.r'e �f•'+w_ M�••Nr "M�?•{a!F�YVw .V'p'IM•• , ` ENIE 1 - - '►"'_.n. C - t i�lLc>j�! Z I N_ LtitIct ink, G;t�AD'� PP4/4P0.3111. 9"111- -_ geAt MOIett #63 Iiitsloct, >#Wc4 ll� ifi .4.4t4 - w`�+a.:.ar`rx..ti4e+aawr _ '•u..,�ri..o.wta'*rw t► t�►,,. C1. 4_ p.. 1-t _ n^`r'a^•+.•�'"T' . , p••i't..- ` v.+.�uw :w... +..- i."n.. r.� , r v..^M �•.r'ca>..4'^. r.,.•irp..v.w v+..a s«°wsa .v.. 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NOROIN • '-` • 4045 MUkOY 9. rioRto •_.tetekAr•AV r ENGINEERING CALCULATIONS SUBMITTAL PROJECT: 967 N.E. 99TH STREET REVISION 1: 5 -29 -2002 May -2002 INCLUDES: WIND LOADS, LOADS ON OUTRIGGERS PREPARED BY ULTIMATE ENGINEERING DESIGNS INC. MIAMI, FLA. PHONE: (305) 252 -2121 ARMANDO R. PEREZ. P.E. ULTIMATE ENGINEERING DESIGNS, INC. WIND LOADING - ASCE 7 -93 - SINGLE STORY STRUCTURE PROJECT: 967 NE 99TH STREET Revision 5/28/2002 Pressure on 3x3 outriggers: Pressure at eaves Bending moment at base: Needed Section Modulus: Overturning of frame: Pressure : Area: Total Pressure: Pressure in one bolt assembly: Maximum pull on assembly: Divided by distance between bolts (6 ") and two bolts: Times 1.5 as per SFBC WNDLD.WK4 (60.93) - 121.851 - 2924.42 2 24 18000 1577.73 0.5 788.865 2.75 2169.379 0.5 1.5 feet 24 ksi 54.64 psf 2.75 21 0.5 half the span feet 2 (121.85) 0.5 = (2,924.42) (0.16) less than Ibs in -Ibs 1.73 OK psf sft Ibs lbs lb-ft 54.64 28.88 1,577.73 788.87 2,169.38 2,169.38 Ibs 3,254.07 Ibs Design pull on each bolt U.S. Anchor Kingpin 5/8" (5" embed) ULTIMATE ENGINEERING DESIGNS, INC. WNDLD.WK4 WIND » » »> 22.02 WIND » » »> 35.68 (eaves) -32.07 -39.29 1 6.83 -60.93 -24.86 WIND NORMAL TO RIDGE (POSJNT.PRESS.) - 25.6� -18.41 -6.83 WIND NORMAL TO RIDGE (NEG.INT.PRESS.) -32.07 -32.07 WIND PARALLEL TO RIDGE -4727 (eaves) -11.20 -32.07 K 6.83 -60.93 -32.07 (eaves) (eaves) Nominal* Size In. 12 X 12 DIMENSIONS Wall Thickness - n ih .500 .375 .3125 M6 .250 1 /4 . .500 1 /2 . 346 .250 1 /4 8X 8 .�. 1� .3125 M6 .250 1 /4 7X7 35 Vi .375 % .3125 s .250 51 /4 .1875 3 h6 6X6 .500 .3125 5 /l6 .250 1 /4 .1875 3 /16 5X5 .500 1 12 .375 3 18 .3125 5 /j5 .250 1/4 .1875 3 /16 4 X4 . 375 125 5 /16 .250 1 .1875 3 h6 3 X 3 .3125 5 /i6 .250 1 /4 .1875 M6 3X 3 .3125 5 /16 .250 1 /4 .1875 3 /16 STRUCTURAL TUBING Square Dimensions and properties t Non - compact section for Fy equal to 36 Ksl. • Outside dimensions across flat sides. PROPERTIES Weight Area I S r per Foot Lb. In: In.* In .2 In. 74.54. 21.93 469.4 7$.23 4.63 57.23 16.83 371.5 61.92 4.70 48.24 14.19 317.7 52.96 4.73 $39.03 11.48 260.9 43.48 4.77 60.95 17.93 259.8 51.96 3.88 47.03 13.83 208.2 41.64 39.74 11.69 179.1 35.82 3.95 t32.23 9.482 147.9 29.58 47.35 13.93 124.1 31.02 2.98 36.83 10.83 101.5 25.37 31.24 9.189 88.10 22.02 3.13 25.44 7.482 73.38 18.35 40.55 11.93 78.91 22.55 2.57 31.73 9.334 65.54 18.73 2.69 26.99 • 7:939 57.31 16.37 2.72 22.04 6:482 48.05 13.73 2.76 16.85 4.958 37.70 10.77 34.48 10.14 48.38 16.13 2.18 27.04 7.954 40.44 13.48 2.25 23.02 6.772 35.47 11.82 2.32 18.82 5.535 29.85 9.948 14.11 4.238 23.50 7.832 2.35 27.68 8.142 25.52 10.21 1.84 21.94 6.454 21.95 8.778 1.88 18.77 5.522 19.49 7 15.42 4.535 16.60 6.638 1.88 1.9 11.86 3.488 13.21 5.283 16.84 4.954 10.15 5.076 1.43 14.52 4.272 9.203 4.6 4.602 1.47 12.02 3.535 7.988 3.994 9.31 2.738 6.468 3.234 12.69 3.89 5.284 3.020 1.31 10.50 3.089 2.452 1.34 8.14 2.394 4.290 10.57 • 3.108 3.566 2.378 1.07 8.80 2.589 3.151 2.101 1.10 6.86 2.019 2.598 AMERICAN INSTITUTE OF STEEL CONSTRUCTION r In. .12 .16 .21 .26 .33 .42 .54 .62 .79 .95 1.16 1.34 1.51 1.88 5 2.94 3.67 4.38 .11 .15 .20 .25 .32 .41 .52 .61 .77 .92 1.14 1.31 1.48 1.84 2.20 2.88 3.63 4.34 .22 .28 •3 .55 .70 .84 1.05 1.37 1.72 2.06 2.76 3.47 4.17 Ape. For Bringing Tomorrow's Technology To Today's Products, E xceptional Service. A C ommitment To Be The Bes Angel Rodriguez Sales Representative Dade (305) 253 -4440 Fax (305) 251-2687 S peeper (305) 241 -6075 1 -800- 474 -7224 pcao ,46 of 47rc{e41 WHOLESALE BUILDING MATERIALS 10421 S.W. 187th Terrace P.O. Box 971297 Miami, Florida 33157 Miami, Florida 33197 ANCHOR DLA. (IN) 1/4 U I,:t e t :?'t a 4^ T a NI: EMBEDMENT f'c • 3000 PSI 1' • 4000 PSI re • 5000 PSI DEPTH (IS) TENSILE SHEAR TENSILE SHEAR TENSILE SHEAR 1-1/8 2241 2310 2388 2326 2521 2306 1-1/2 2526 2462 2672 2468 2811 2482 2 2993 2480 3147 2490 3318 2523 2-3/4 3061 2522 3221 2553 3412 2565 r " 1 -C }` 4.1, -t: '1.‘c; s f'c • 3000 PSI f'c • 4000 PSI' • f'c • 5000 PSI TENSILE SHEAR TENSILE SHEAR_ TENSILE SHEAR 560 578 597 582 630 577 632 616 668 617 703 621 748 620 787 623 830 631 765 631 805 638 853 641 3/8 2-1/4 3 5 •'i 4548 5664 5988 72 4925 4903 4938 T l' 4797 5914 6345 T : 5166 5162 5207 4 5079 6154 6590 ' . 5480 5423 5468 905 1137 1416 1497 931 1231 1226 1235 956 1199 1479 1586 995 1292 1291 1302 1018 1270 1539 1648 1049 1370 1356 1367 1/2 3-3/8 4-1/2 6 5 ' 7726 7574 9680 :1. 8744 8746 8746 9146 10487 11315 :'r 4 8746 8746 8738 • 10677 11920 13242 8736 8746 8752 1395 1932 1894 2420 2112 2186 2187 2187 1643 2287 2622 2829 2115 2187 2187 2185 1896 2669 2980 3311 2182 2184 2187 2188 5/8 4 5 7-1/2 77: 11841 15146 14128 12438 12446 12442 : 12487 15882 14788 :4 12587 13915 14780 z• 13048 16821 15546 � Y 12448 12502 12467 1946 2960 2841 3110 3112 3111 2032 3122 3971 3697 2966 3147 3479 3695 2148 3262 4205 3887 3108 3112 3126 3117 IP 3/4 5-1/2 6-3/4 8 4 17460 21257 22312 1 : 5 ' 18723 18680 18942 .. 20421 24824 25760 '' 19614 19646 19638 '• 24086 29141 30427 • 20566 20614 20572 2212 4365 5314 5578 4649 4681 4670 4736 2587 5105 6206 6440 4890 4904 4912 4910 2891 6022 7285 7607 4961 5142 5154 5143 7/8 5-3/4 7-1/4 8-3/4 n' 22146 23512 24788 i 7: 22150 22422 22418 57 • 22342 24918 26140 ' 23260 23387 23618 23544 26314 27482 23498 23524 23530 3731 5537 5878 6197 5595 5538 5538 5605 3942 5585 6230 6535 5856 5815 5847 5905 4148 5885 6579 6871 5881 5875 5881 5883 1 6-3/4 8 -5/8 10-1/2 :T. 30746 32084 34158 7 28348 28350 28342 rif 34862 36264 38744 T• 28278 28300 28544 : 38488 40178 43266 : '4 28486 28384 28488 4589 7687 8021 8540 6922 7087 7088 7086 5165 8716 9066 9686 6846 7070 7075 7136 5711 9622 10045 10817 7085 7122 7096 7122 1-1/4 7 &3/4 10-1/2 25340 44292 49670 42808 44630 44630 1' 28632 52460 58438 + 44680 45726 45740 %' 32386 54226 61324 ' 44866 45786 45862 6122 6335 11073 12418 10318 10702 11158 11158 6872 7158 13115 14610 10589 11170 11432 11435 7781 8097 13557 15331 10789 11217 11447 11466 Figure 1 'These are prelm inary test results. For current test data, please consult U.S Anchor Corp. DBA = Distance Between Anchors. (See Note #1) DTE = Distance to Edge. (See Note #1) ST = Substrate Thickness. (Minimum) IT = Installation Torque E = Depth of Imbedment >�t 4:nT .cI'�T DTE FUNCTION 3/8' 1/2' 518' 718' 1' ME= 2-1/2 6 �;� 2 -1/2 ° NM °liiiiiiil� J'::aia';a Qt`Q a. 'par 1 -114' 12- 6-1/4 Note #1: To achieve 100% load capacity, the expansion anchor industry has established a generally - accepted minimum standard of 10 times the anchor diameter for the distance between anchors. The minimum generally- accepted distance to edge is 5 times the anchor diameter. These distances can be reduced by as much as 50% with an equal reduction in load capacity. Additional reduction factors must be applied to anchors in closely - spaced clusters of two or more anchors. Where more than one reduction factor effects an anchor, all single reduction fac- tors must be multiplied together to achieve one total reduction factor. The total reduction factor can then be used to calculate the ultimate load or allowable working load. The substrate thickness is the ASTM E488-90 recommended minimum. For technical support or more product information call 1-800- USA -3330 03250/USB Buyiine 6880 0 Mav•30. 2002 1:07PM MIA MIOADE I PRODUCT CONTROL NOTICE OF ACCEPTANCE U.S. Anchor Corporation 450 East Cop.►ns !toad Pompano Beach ,FL 33064 • Your application for Notice of Acceptance (NOA) ot: King Pin i\lcch. itienl Anchors under Chapter 8 ot'the Code of Miami -Dade County governing the use of Alternate Nlaterials and T> pus of Construction, and completely described herein, has been recommended for acceptance by the Nliami -tack County Building Code Compliance Office (BCCO) under the conditions spec i lied herein. This NOA shall not be valid alter the expiration date stated below. I3CCO reserves the right to secure this product or material at any time 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. or ly material O fails reserves meet right its of Florida ` detl'rmined by I3CCO that this product Building Code. The espcnse oI'such testing will be incurred by the ntunulucturt:r. ACCEPTANCE NO.: U1- 0913.02 r■1'IRES: 09/23/2006 No.2054 P. 2/3 MIANI1 -1)ADE COUNTY, FLORIDA METRO -DAD(; FLAGLER BUILDING ouiLDI ;;NG COt)E COMPLIANCE OF1.10E i\tl:titO•I)At) t nt)11 (NK(i \\\ I;S 1 I'I,r \GI IiR S Hari. StII Ili talrl MIAi\II, 1 1,ORIU;\ 33130.156) (305) 375.2901 I'AN (305)375-290m cum ItA(1 LICENSING S Ecrl)\ (305) )15- 2527 FAX (303) 175- 15>X (;0N 11L1(. 1014 1 I.0RCP: \1I N l DIVISION (30)) 375.2')6' FAN (305) J7 -: J 4 1'ICUUttCr d'UNTI(UI DIVISION (305) 375.2902 (A\ (30)) )72.4339 7 haul R O J O ClliLi i'r'Oxltict CcIntruI Un IsLi t 'rms. is THE COVERSIIE C:1' SEE ADDITIONAL PACES FOR SPECIFIC: AND (;H NERAl_ CONDITIONS BUILDING CODE & P1ioDUCT ugvirvi C Mtil!TTFE Thts application for Product Approval has been reviewed by the BCCO and approved by the l3uildtng Code and Produce Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 12/06/2001 Francisco J Qutotanl . R A Director h iianti -Dade County Building Code Compliance Office \11045000 Ilp0000 \ \(empletestnoUCe acceptance cover pafe• t mail Address: I) tithIsteru D uildictgeode0uttm\c.c0at titi Homepage: lit( ldI II COdcoitline 2 O "Since 1986, our first year doing business with U.S. Anchor, your service has been outstanding. Your continuing efforts to help your dis- tributors is commendable. Keep up the great service. We love it!” Jerry Davis Piedmont Fasteners Inc. Greensboro, NC he Wedge Anchor is used for heavy duty fastening applications where high pullout values are required. Th The and t h e hole e d a uer are the l e r s of simplifying the anchor installation. The advanced design of the collar, with three protruding prongs grip the the anchor "spinning" during installation. In addition, hole depth is not critical, as the wedge is non - bottom bearing, although the hole must be at least as deep as the minimum embedment depth listed below. Proper installation requires cleaning out the hole. For maximum strength, the wedge anchor should be installed using a torque wrench set to the suggested level as provided in the instruction sheet. 11 The wedge is used in a wide variety of structural applica- tions, including frequently quent r qui re met w , steel al a nch or angles to concrete. mech�c� anchors, their higher resristanceto vibratory loads makes the highway construction r a suit raque suitable choice require for installing type wedge anchor abl fnstalling machinery, hand rails, dock bumpers & storage racks, etc. Wedge anchors are sold together with the appropriate nuts and washers, unassembled. U.L listed, FM Approved, ICBO, GSA Spec. FFS325 Group II, Type 4 Class 1, Los Angeles City Approval. DOT Approvals may vary on file. Utility Approvals on tile. 'Other sizes of 316 S/S available upon special request. .. ?annum embedment for satisfactory anchor performance is 41/2 bok diameters. Deeper embedmeuts will yield higher tension and shear capacity. Q taw 303/304 316 CARBON STAINLESS STAINLESS HOT DIPPED STEEL STEEL STEEL GALVANIZED DLAMETER MINOR)! THREAD BOX'C7: HEIGHT (LBS.) ffEM CODE ITEM CODE ITEM CODE ITEM CODE & LENGTH EMBEDMENT LENGTH QLANTfY PER 100 W1416 W1422 W1432 W3822 W3826 W3830 W3836 W3850 W3864 W1226 W1236 W1242 W1254 W1270 W1284 W12100 W12120 W5834 W5844 W5850 W5860 W5870 W5884 W58100 W58120 W3442 W3446 W3454 W3462 W3470 W3484 W34100 W34120 W7860 W7880 W78100 W10060 W10090 W100120 W100150 W11490 WI14120 W1416S W1422S W1432S W3822S W3826S W3830S W3836S W3850S W3864S W1226S W1236S W1242S W1254S W1270S W1284S W12100S W12120S W5634S W5844S W5850S W5860S W5870S W5884S W58100S W58120S W3442S W3446S W3454S W3462S W3470S W3484S W34100S W7860S W7880S W78100S W10060S W100905 W1001208 W1416S3 W1422S3 W3826S3 W3830S3 W3836S3. W3850S3 W1226S3 W1236S3 W1242S3 W1254S3 W1270S3 W5834S3 W5844S3 W5850S3 W5860S3 W5870S3 W5884S3 W3442S3 W3446S3 W3454S3 W3470S3 W3484S3 W12260 W1242G W1254G W12700 W5834G 65 W5860G W3446G W3454G W3484G W7860G W7880G W10090G 1/4' x 13/4' 1/4' x 2114' 1/4' x 31/4' 3/8' x 2114' 3/8'x23/4' 3/8'x3' 3/8'x33/4' 3/8' x 5' 3/8' x 61/2' 1/7x2314' 1/2'x33/4' 1/2' x4114' 1/7 x 51/2' 1/2' x7' 1/2' x 81/2' 1/2' x10' 1/2'x12' 5/8' x 31/2' 5/8' x 41/2' 5/8'x8 5/8' x 10' 5/8'x12' 3/4' x 41/4' 3/4'x43/4' 314'x51/7 3/4' x 61 /4' 3/4'x7' 3/4' x 81/2' 3/4' x 10' 314'x12' 7/8'x6' 7/8'x8' 7/8'x10' 1'x6' 1'x9' 1'x12' 1'x15' 11/4'x9' 11/4'x12' 11/8' 11/8' 1 1/8' 15/8' 15/8' - 15/8' 1518' 15/8' 15/8' 21/4' 21/4' 2114' 21/4' 2114' 21/4' 2114' 21/4' 2314' 2 3/4' 2314' 23/4' 23/4 23/4' 2 3/4' 2 3/4' 3318' 33/8' 33/8' 3 3/8' 3 3//8' 33/8' 3 3/8' 33/8' 4' 4' 4' 41 /2' 4 1/2' 41/2' 41/2' 55/8' 55/8' 3/4' 100/1000 314' 100/1000 314' 100/1000 7/8' 100/1000 1 1/8' 1 1/8' 11/8' 1 118' 11/8' 1 114' 11/4' 1 1/4' 1 1/4' 1 1/4' 1 114' 11/4' 1 1/4' 1 1/2' 1 1/2' 1 1/2' 11/2' 11/2' 11/2' 1 1/2' 1 1/2' 11/7 1 1/2' 1 1/7 1 1/2' 1 1 /2' 1 1/2' 11/2' 11/2' 2 114' 2114' 2114' 21/4' 2114' 2114' 2114' 31/4' 3114' 100/1000 100/1000 100/1000 50/500 501500 50/500 501500 25/250 25/250 25/250 25/100 25/100 25/100 25/250 25/250 25/250 25/250 25/250 25/100 10/40 10/40 20/200 20/200 20180 10/100 10/100 10/40 10/40 10/40 5/50 5/20 5/20 5/50 5/20 5/20 BULK BULK BULK 3.32 3.92 5.20 822 10.50 11.36 13.38 16.84 22.36 20.00 26.12 28.48 32.48 43.52 53.44 5824 69.68 41.60 47.04 46.56 57.84 72.40 83.84 96.60 102.97 6520 71.70 78.40 90.60 98.00 118.00 138.80 16920 126.40 160.80 19720 170.80 240.00 268.00 366.40 367.60 460.00 L 53. 125 MAX. 000 I MAX. 1 I+ — 111 i 8.000 I S. I 1 1 f i I I -- 1i o� � I' — 1 13 1 /8" Oh } 6" Tls! 3/4" i 13.000 - - CI L /A YI7IAl LARGE M /SSL r= 1.) CLA.Z!n-C: 5/1e (1/8" onn./ ( :0 2.) CONFIGURATIONS • C • l.AK. ON CENTER TYP. SILL . = ;jCT iw'Ilf./DO Li/l\' 4 TE 0 1VOL/PONT `.1':'/1/6" onn.) 3.) DESIGN PRESSURE r= 480 P,S.F., -50 P S.r . (WHERE WATER INFILTRATION co. E IS NOT NEEDED ) - 67 P - n P S r ,'WHERE WATER INFILTRATION REO. IS NEEDED.) 4.) ANCHORS: MAX. 5 3/4' FR01,1 E4C1i CORNER (HEAD MAX. 6" FROM EACH C i,R'JER (JAMBS) M.4.1,'. SPACING AT SILL: 13.000 MAX, SPACING AT , /AI.'='5. 13.125 5.) SHUTTER REOL'IREl'Er,T• NO SHUTTERS RE CC FE .7 & SILL) INTER L.A1'ER ITEM 2 3 4 5 6 7 8 9 V.T. # FLANGED FRAME HEAD (Alum. 6063 —T5 612225 FLANGED FRAME SILL (Alum. 6063 —T5 612226 FLANGED FRAME JAMB (Alum. 6063 —T5) 612227 2 FIXED MEETING RAIL Alum. 6063 —T5 612228 SASH TOP RAIL Alum. 6063 —T5) 612229 1 SASH BOTTOM RAIL Alum. 6063 —T5 612230 1 SASH SIDE RAIL Alum. 6063 —T5 , 612231 2 GLAZING BEAD Alum. 6063 —T5 6534571 8 WEATHERSTRIP — VINYL BULB 6TP247K 8 1 - -- SILICON ( per Glozina Beodj 62899C 5 16 .350 MONSANTO INTERLAY 16 .350 '►'DUPONT INTERLAYER fl x 750 PHIL. PN. HD. SWEEP LATCH 14 15 /0 x .625 PHIL FLT. HD. 16 WiNDLOAD ADAPTER (Alum. 6063 —T5) 17 x .375 PHIL. P.N. TEK 18 WEATHERSTRIP — VINYL BULB \SASH 19 SASH TOP GUIDE 20 SCREEN 21 BALANCE COVER 22 BALANCE 23 Ir%ATHERSTRIP — PILE FINSEAL 24 SASH FACE GUIDE 25 14'6 x .500 Ph'IL. FLT. HD. 26 SASH STOP (A.lum. 6063 —T5) 278 x 1.000 PHIL. P.N. SMS 28 SEAM SEALER 29 WiNDLOAD ADAPTER (PLASTIC) CENT E.? 7 DESCRIPTION R ev:'r;On 5: k!of� -r;ul: Drat," RY Dole: D. B. 2/9/98 Pev∎srd (3y: D.B. Vendor No.: Dole: 8 '18 98 Scot_ N. T. S. 2 VENT SIZE: 50 1/2" x 38 1/4" Clo s si ficc Gon: Description: QTY. / LOCATION frsslz Gres o! 6,Tt My LrKtrcrr Prod. Cctegory: ISer g / /.lolt 701 Address: P.O BOX 1529 NOKOMIS, FL. 34274 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR TEAM PLASTICS DOW CORNING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF©C -e.e. 2� 19 By k PRODUCT CONTROL- DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 8 -- 0223 .0 progressive' PI c h e"1: Size: Drowing No.: VENDOR if AF -12225 AF -12226 AF -12227 AF -12228 AF— 12229 AF— 12230 AF— 12231 AF- 534571 TP -247 899 H.P.G. 2 H.P.G. 7658PFAA 2 (to ottach Bolances to Jambs) AQUA FASTENERS 2(11.5" from end of vent top rail) MINIATURE DIE CASTING PGT.214.XX 4 (if width is >= 42' 7858WW 2 (Sweep Latch Screw MERCHANTS FASTENER 4 when using 2 Sweep Lctches) 612236 2 © frome 'ambs, 30" from bot. ALUMAX AF -12236 78X38PPT 4 Windlood Adopter Screws MERCHANTS FASTENER 6TP249K 1 (ot Vent Bottom Roil) TEAM PLASTICS TP -249 2 - (1 per each balance) MASTER TOOL 1 VINYL TECH.\PGT 2 (1 per each balance) WYBORG 5TAVE 2 (1 0 each frome jamb) CALDWELL 61062W 3 (0 vent jambs & vent top roil) SCHLEGEL CORP. FS7526— 187 71087 2 (1 /vent jamb. 2.5" from bot.) VINYL TECH. \PGT 76X12FPAW (sash foci ouide screws) SCHERER IND. PROD. 612244 2 (0 top of each frame iornb) ALUMAX AF-12244 78X1PPA 4 (Frame & Vent Assy. screws) MERCHANTS FASTENER 6SM55W SCHNEE /MOREHEAD Sht °•504 61207 2 (@ frome jambs, 30" from bot.) PROTOTYPE W0996 1207 Sheet: 1 LL c' SH- 701 ALUM. SINGLE HUNG B 4040 f A ULTIMATE ENGINEERING DESIGNS, INC. PROJECT: 967 NE 99TH STREET [Design Wind Pressure p = qGhCp - ghGCpi] 1) EXPOSURE & BLDG. CLASSIFICATION: Enter Importance Factor I: Exposure Category Coefficient Basic Wind Speed: Eave height: 2) VELOCITY PRESSURE(q): (For flat roofs, qz =qh) Ht above ground level -FT: 15 20 25 30 40 50 60 Velocity pressure(q)(psf): WNDLD.WK4 WIND LOADING - ASCE 7 -93 - SINGLE STORY STRUCTURE 1.05 C 0.00256 110 8.17 Category I (enter "D" if Coastal) ASCE 7 -93 6.5.1 mph ft Velocity Pressure (q,qh) Dade Cty Coastal 27.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27.32 0.00 fn:wndld.wkl q =Vel. P ress. = 0.00256K(IV)2 K =Vei. Expos. Coeff. 1= Import. Fact. V= 110mph Gh =Gust Response Factor Cp= Wall/Roof Press. Coeff. qh= Vei.Press. @ mean rf. ht. qz= Vet.Press. @ heightz GCpi = internal Pressure Exposure Coeff. (Kz) Exp C Exp D 0.80 1.20 0.87 1.27 0.93 1.32 0.98 1.37 1.06 1.46 1.13 1.52 1.19 1.58 1 COMPONENT AREA (S.FT) 10.00 ZONE 5 Vel. Press. (psf) 27.32 +GCp (from Fig 3a & 3bL 1.40 -GCp (from Fig 3a & 3b) -2.00 Positive Press. 38.25 Negative Press. 54.64 Design Press. -54.64 Triangle fixed Window New SH 23 9.76 4 27.32 1.40 -2.00 38.25 40.98 -40.98 1 ULTIMATE ENGINEERING DESIGNS, INC. CALCULATION OF DESIGN PRESSURE ON WINDOWS AND DOORS: PROJECT: 967 NE 99TH STREET WNDLD.WK4 TYPICAL 2X4 OUTRIGGERS © 12" OPENING PRESSURE ON COMPONENT: POSITIVE=38.25 PSF NEGATIVE- -64,64 PSF ELEV +0' -0" (SLAB ON GRADE) ELEVATION 1/4" SHOWING WIND PRESSURES IN OPENING r 914 -23 ELEVATION 1/4" SHOWING WIND PRESSURES IN OPENING PRESSURE ON COMPONENT: POSITIVE =38.25 PSF NEGATIVE= -40,98 PSF s1C1cca #J i 'pY.10 &ovu GD ADQ1'r( Drs (L1t3W-VG` a< Ct15 O t %Yew 0 ULTIMATE ENGINEERING DESIGNS INC. STATE CERTIFIED E8 0406555 8601 S.W. 129th TERRACE, MIAMI, FL 33156 PHONE : (307) 447 -9491 ARMANDO R. PEREZ P.E. 28026, PRESIDENT STRUCTURAL PROFESSIONAL ENGINEER DEN /LIBRARY /EXERCISE ROOM ADDITION MR. & MRS. GEORGE E. LEVASSER RESIDENCE 967 N.E. 99TH STREET MIAMI, FL 33138 (305) 447 -9491 mvmsrronun percentage glass to floor area agowed is selected by type, overhang length. and coefficient. Maxhum% = g7 Installe - GLASS- TyPC„,OyERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED ...As UP TO 20% UP TO 30% - UP TO 40% UP TO 50% Single i Double Single Double Single Double Single Double OH -SC OH - SC OH - SC OH -SC OH - SC OH -SC OH - SC OH - SC 1 '- 1.0 0'- .86 0'- .90 2 -- 1.0 1 - - .86 0'- .65 1 '- .90 0'- .70 3'- 1.0 2'- .86 1 •- .65 0'..45 2'- .90 1 '- .70 0'- .50 SC = .90, and single 4'- 1.0 3'- .86 2'- .65 1 '- .45 0'- .35 tint SC = .86. SHGC 3'- .90 2'- .70 1'- .50 0'- .d0 1 .87 =SC SHGC or SC may he obtained from the manufacturer. Single clear SC = 1.0, double dear TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked. gasketed, weather- stripped or otherwise sealed. �- Exterior Windows & Doors 606.1 Max. 0.3 cfrn/sq.ft. window area .5 cfm/sgit door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multi -story Houses 608.1 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to unconditioned space shat have dampers. except for combustion devices with integral exhaust ductwork. Exhaust Fans 606.1 ,_ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. e_. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 812.1 Water flow must be restricted to no more than 2.5 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. �. HVAC Duct Construction, Insulation & Installation 610.1 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. • ..- TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY 16C-1: PRESCRIPTIVE BECOME 1ENTS FOR SMALL ADDITIONS (SOD Sq. R. end Lena}, RENOVATIONS .�, rn O O COMPONENT Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry t3 In unconditioned space In conditioned space Slab -on -grade Raised Wood Raised Concrete Common, Frame Under Attic R -30 to Single Assembly; Enclosed z Frame R -19 Metal Pans R -13 w Single Assembly; Open R -10 U Common, Frame R -11 MMMUIII INSULATION INSULATION INSTALLED R -5 R -11 R -19 R -11 R -3 No Minimum R -11 R -5 R -11 . ( R - R - o No minimum ffi 0'- =a t:Jlln m f1{e wAWNS AHb §TE -MTA .. I'..; ,� `E AY I di 4b t l, CD�t60M � taA!!�F - 11 . EQUIPMENT EFFICIENCY poseaftzassmazawswoMmorrAvezew Central A/C - Split SEER = 10.0 -Single Pkg. SEER = 9.7 Roan unit or PTAC EER = 8.5' Electric Resistance Heat pump - Sprat Single Pk¢ Room unit or PTHP Gas. natural or propane Fuel Oil Electric Resistance Gas: Natural or L.P. Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7' AFUE _ AFUE = EF EF = EF = .78 .78 .88 .54 .54 See Tabls 0.3. INSTALLED EFFICIENCY SEER = /e' G SEER = EER = HSPF = HSPF HSPF/ COP AFUE = AFUE = EF = EF = EF = GENERAL DIRECTIONS: 1. On Table OC-1 indicate the R -value d the insulation being added to each component and the eiridency levels of the equipment being Instated. Al Ft-values and efficiencies installed rust meet or exceed tN minimum va►,es Piled. Components and equipment neither being added nor renovated may be lei nark 2. AOUT10NS ONLY. Delermne the percentage of new grass to concedoned boor area In the addition es fotbws. Total the areas at al glass widows, sliding glass doors and glass door Wert. Doubts the a ea d al non - vertical vertu roof grass and add i1 10 the pmvious Mat Man glass in erds6hg exterior waits is being removed or enclosed by the addition, an amount equal le the Mal area d this glass may be subtracted •• a total glass ana. Divide the attested glass area tacit by Nht conditioned too area d the addhtion. UAutrply by 10010 get the patent Fed to largest glass percentage under which you calculated percetege fads on r. r 6C -2. Prescriplves aindow amid be type of (Pisa S Sngle or Mu wags and d 6* M paired Tdth a shading coefficient (SC). For a *en 9 hpe and overhang, the minimum sthadrg eoettdera a d'a o specified. Adult glass molt roes d requie for one a Canaries wiener wa gs d h M g rare�aied fn the addition do not had lo- comply win the overhang and shading confided reai� rem on T$.'- .irk AI new great in the 4d6Son d the overhang 9 0 h indcakd The ohedWhg t dstanca a rneeshaed pereperhdiarfary from the face of IM gran mint ready under ens oufemho5! a 3. RENOVATIONS ONLY. Replacement glass needs to mad tM Mowing requirements. Any glass type and shading coefficient may be used for glass areas whidh a•• tr al load 1 tyro foot evemtaxj and whose lowest edge does net e>nend hither than / real from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane timed. double -o. ar or doude -pane anted 4. BIJLDING SYSTEMS. Comply when new system is installed for system installed. S. Comdata be Information requested on be top hat of page 1. 7, Ream dale the "Owahe to Sinai Additions and Ranarone. Tank 6C-3. and check al spoked' lens. sign and dAgent cerdlicadon staiternent on pegs f . RESMANUJ(c) * SERIAL # 5363 HEAT GAIN WHOLE HOUSE 07- 17-2001 / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES -- (BASED -ON - A_C_C.A. MANUAL J - SEVENTH EDITION @PROJECT :RESIDENCE ADDITION --------- -----�c) 1986 by A.C.C.A.) ADDRESS :967 NE 99 ST. - - -- CITY :MIAMI,FL. OWNER :LEVASSER. BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 323.6 SF GLASS /SF RAT * Climatic Conditions Geographical Location ---- '' -J-- _ Florida I Miami - AP ----- ---- - - -- -- North Latitude / E1 ---------- - -- - - -- Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. . (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Suiuuner Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 40 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 70 Deg. F 6 2 De D F_@ 64 Gr /Lb 19 Deg. F L 20 Deg. F --------- - - - - -- * HEATING SUMMARY * ML GB LE.DAT * COOLING SUMMARY * - SUBTOTAL 17934.65 STRUCTURE SENSIBLE MECH.VENT- 150 Cfm SENS. + MECH.VENT TEMP.SWING @ 3 DEG. DUCT LOSS OCCUPANT /APPLIANCE TOTAL LOSS /BTUH 8 96.73 DUCT GAIN 18831.38 TOTAL SENSIBLE TOTAL LATENT 20% OVERSIZE FACTOR ACTUAL + 20% OVERSIZE: 3766.28 22597.66 EQT MANUF HTG INPUT SENSIBLE CLG (S) EER NOTES: SENSIBLE + LATENT 20% SENS.OVRSZE FTR: 22562.14 SENS. + 20% OVERSIZE: 2 . 12377 2 * EQUIPMENT SELECTION * CU MOD # HTG OUTPUT LATENT CLG, CLG CFM HTG CFM TOTAL IO = 050 AHU MOD # AFUE /HSPF TONAGE TYPE 5038.35 3135.00 8173.35 1.00 1200.00 937.33 1 0310.68 13247.66 TYPE Inside Shade L A S S orth Single Clr No Shade nfiltration : Winter Htm ( 665.79 ) nfiltration : Sununer Htm ( 138.71 ) AL L S /W C.B. - Int Insul - Ext. 5 O O R S E I L I N G S ingle Assembly L O O R S lab on Grade * L O A D C A L C U L A T I O N * R -Value 10 Sc Area Loss /Btuh Gain /Btuh 1 15.00 1740.00 465.00 x 15.00 9986.85 x 15.00 2080.65 Loss /Btuh Gain /Btuh Area 469.00 323.60 2720.20 1553.28 0 59.70 Lin.Ft. 1934.28 * TOTAL STRUCTURE SENSIBLE * 1360.10 1132.60 000.00 17934.65 5038.35 KOflM 6000 -97 • fle3tantlal Limited MMthdd C ,`. SOUTH 7,9 e<a • fla tlon�I, pelhovatlontl dOdin.; *stone DepariMeiit 61 Catilftitihity' Malts R - J Comp6ance with Method C d Chapter 6 d the Florida Energy Efficiency ayat dam methods are pD�ded ad6tl0C- 1 square feet or less, site - installed cofli x tie d manufactured horn* and renovations to **arid multifamily residence) .. _ use d Form 6OQO 7 a 800A -97. Cade may be daman�trated by the line d Form 600C-97 tux edt�tlara d 600 . _ PROJECT NAME: .��1 �,c/r'? f' ^•+ AND ADDRESS: 9 r, 7 NE gq s // /say -'/ t 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. 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) 9. Wall type and insulation: a. Exterior. 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) Adjacent: 1. Masonry (insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Wails of Multiple Units' (Yes/No) 10. Ceiling type and Insulation: - a. Under attic (Insulation R- value) b. Single assembly (insulation R- value) 11. Cooling system' (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system': (Types: heat pump. elec. strip, natural gas, L.P. gas. gas h.p., room or PTAC, existing, none) 13. Air Distribution System': a. Backftow damper or single package systems' ( YesMo) b. Ducts on marriage wails adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. 1 hereby certify hat the plans and specifications covered by tine calculation are in compliance with the F)°rids Energy Code. PREPARED By: , _1 C _ 6r 7C- 1, t- DATE: � 7 I hereby certify that IN building rs in compliance with the Riede Energy OWPrtfh AGENT: Jr Cam" • f - ; ,( e ' / / - _ DATE: BUILDER: PERMITTING OFFICE: PERMIT NO X111] 2 'i /L 1. 2. 3. 4. 5. 2. CLIMATE ZONE: 7 n Jt1RISDICiiON NO.: 8a. R= 0 U r ,.4 '' lin. ft. 8b. R• sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= • sq. ft. 11. type: SEER/EER: Se {' • ,,, • 12. Type: f i- = 1!% /:- NSPF/COP/AFU5: -' ' ,' ' 11111111111111111 OWNER: SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feel or Tess of conditioned area). Prescriptive requirements in Tables 6C -1, 6C•2 and 6C- fps ly only ys d components of the addition. not to the existing building. Space heating. cooling. and water heating equipment efficiency levels must be met only When equipment specifically to Will the addition or Is being installed in conlunctiwt with the addition construction. Components separating unconditioned spaces from conditioned spaces meet :^set , .he prescribed minimum insulation levels. RENOVATIONS (Residential buddings undergoing renovations costing more than 309E of the assessed value of the budding). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. M p see? P ED HOMES AND 9ILLDINGS. Only site- installed components and features are covered by this form. BOLDiNG SYSTEMS Comply when complete new system Is installed. ,2i-: " ✓. c rJr� , -'' p•. Single Pane Double 6a. `-' ' • sq. ft. sq. ft 6b. sq. ft. sq. ft. 7. 9a -1 R= ' ' sq. ft. 9a -2 R= sq. ft. 9b -1 H= sq. ft. 9b - ll= sq. ft. 9c 10a. Ft= sq. ft. 10b. R= / ' ` Sq. it. 13a. 13b. 14. Type: EP: • Review of plants and specifca6ons covered by Utis calculation ideate! compliance with the Florida Energy Code. Before construction is completed. this building Will bd inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFtnCiAt_ DATE: Revlted 1 rt. #shuns - , KofM 600c -97 aeSidenttel Limited A0011 his Brit i t1V et d ni Md C ,. sou 7 5 8 ,; • Smr d tloe�, flenwaUona Building a Oepatttttertt 61 Ce3itl11iiul1tty A Bite ;` t` F . _ Method y Code ... i ... -. Camp n tiar� with eo d Chapter the Florida Energy Efficiency be 6Mnons6ated e th IAA Form 8000 -97 for eddtBotts d 600 *ire teat Wks, sits installed oom�on§nte thd C ter 8 a 800k97. d manufactured tames, and renovations lo sin* and � residences Mrurtet+re methods a� ptavlded for addftlane by use of Form 800897 ,,....... _ . PROJECT NAME :74,-::;/ ANO ADDRESS: 9, 7 NE s . , rt , OWNER: /N /sa I hereby certify that the plans and specifications covered by compliance with the 9orida Energy code. PREPARED BY: C%S++ 6" /C/ 1 - 7 2 »r / L. I hereby certify that thil is in compliance with the Fbrkia OWNER AGENT: 11; (PT l7 i [ - c' ' t 1 y 7 BUILDER: PERMITTING OFFICE: PERT NO. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned ttoor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Stab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation 13-value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (insulation R- value) b. Single assembly (insulation R•value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump. etec. scrip, natural gas. LP. gas. gas h.p., room or PTAC, existing, none) 13. Air Distribution System': a. Backflow damper or single package systems* ( Yes/No) b. Ducts on marriage watts adequately sealed* (Yes/No) 14. Not water system: (Types: elec.. natural gas, other. existing. none) * Pertains to manufactured homes with site installed components. the calc are in DATE: / 2 q/ C ./ DATE yer r e. /2 (11‘ CLIMATE ZONE: 7 1. 2. 3. 4. 5. R Af. s ArID /^ 1 2.00 Single Pane Double 6a. - .. • '� sq. ft. sq. ft. 6b. sq. ft. sq. ft. 7. ' 8a. R= O, U /7 ? tin. ft. 86. R. sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 9a -2 R. 9b -1 a� 9b -2 R- 9c sq. ft. sq. ft. sq. ft. sq. ft. 10a. 11- sq. ft. 10b. R= /( C? '> - • <<� 5q. ft. 11. Type: SEES/ ER: 12. Type: `a '1 HSPF'ICOP /AFUE: ? '- •` • ,'!) 13a. 13b. 14. Type: ) ,.�. EF: 41] ,tt smnON "O.: I I I I I 1 SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C-9 3ppfy only to the components of the addition, not to the existing building. Specs heating. cooling, and water heating equipment efficiency revels must be met only *hen equipment Is installed specifically to seNe the addition or is being installed In conjunction with the addition construction. Components separating unconditioned spaces from conditioned spac6b most .^.:set ?h4 prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the bultdtnq). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site- installed components and features are covered by this lam. BUILDING SYSTEMS Comply when complete new system Is fnsta$ed. Neese Print tic Review of plans and spearica6ons covered by this calculation indicates compliance with the Florida Energy Code. Before constnrc6on is completed, this building will be inspected for compliance in atxx . p SSction 553.908, F.S. BUfLOING OfTaCIAL: C v> L ' DATE: 7/, - i • .3 / Reviled 1 Maxirnwn percentage glass to (bon area allowed is selected by type, overhang length% and coefficient. Max(mum9'e = installed % _ _ •. (-a GLASS T'PE,,OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% - UP TO 40% UP TO 50% Single Double Single . Double Single Double Single Double OH - SC OH - SC OH - SC OH -SC OH - SC OH - SC OH - SC OH - SC 1 1.0 0 " -.86 0'- .90 2 "- 1.0 1 " -.86 0 .65 1'- .90 0'- .70 3 "- 1.0 2 " -.86 1 - - .65 0" -.45 2 "- .90 1"•.70 0"- .50 4 "- 1.0 3 " -.86 2'- .65 1 " -.45 0 " -.35 3'- .90 2 - -.70 1% .LO 0 " -.40 SHGC or SC may be obtained from the manufacturer. Single Gear SC = 1.0, double dear SC = .90, and single tint SC = .86. SHGC + .87=SC TABLE 60.31 MINIMUM REQUIREMENTS FOR ALL. PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. L Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.it. window area .5 cfmffsq.ft door area. `- Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type iC rated with no penetrations (two alternatives allowed). Must! -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. c Exhaust Fans 606.1 Exhaust tans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heatin • 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent a • • antes. , Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff • as must be •rovided. External or bunt -in heat tra• r= • Ired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 610.1 All ducts. fittings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 2 GC-1: PRESCRiPTfVE REQUIREMENTS FOR SWILL AUOITIONS (600 Sq. R. and lots), RENOVATIONS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -30 R -19 R -13 R -10 R -11 Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R -5 R -11 In unconditioned space In conditioned space R -6 No minimum rn 0 0 U COMPONENT MINIMUM INSULATION INSULATION INSTALLED z Y 1- TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADOMONS ONLY _o 4 r Eatiniti $uRbINGS Aflb SITE-1SrAU O m044601 bi ltAfiU eF 1Ibk3. frifMfrRlfl EottPUENT EFTidENCY Central A/C - Sp(A -Single Pkg. R oom unit or PTAC Electric Resistance Heat pump - Sptt • Sin* Pkg. Room unit or PTHP Gas. natural or propane Fuel Oil Electric Resistance Gas; Natural or L.P. Fuel OO 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 ' See Table 63.67 INSTALLED EFFICtt ICY SEER = SEER = EER = HSPF = HSPF = HSPF/ COP AFUE = AFUE = EF = EF = EF = GENERAL DIRECTIONS: 1. On Table 6C-t indicate the R -value d the insulation being added to each component and the efficiency levels of the equipment being installed M R-vaiues and efficiencies installed must meet or exceed C00 valves fated. Components and equipment neither being added nor renovated may be left Hank 2. AUDITIONS ONLY. Determine t,e punts ag. of new gtass to conl6oned floor was in he adefrtion u follows. Total tee areas d al glass windows, slicing glass doom and gtass door pdnelS. Double the t as of al no r - verfmal roof glass and add to tie previous Mal When Divide tee ad lusted glass area idal by t conditioned Boor wealed exisfing ex1arior waft is being removed ce endosed try tie add** addition. Maly by 100 lo gel tie portent rind the as amount equal b e total area calculated Isis Lass matt ba e � a subtracted . ' 6C told glass ants. f by the type d glass (S(0 a of Double pane) and the overhang (OH) paired wt6 a lergest inn peree under when your rn shin percentage tars at (0 r. cC-L P gl ass are windOwS and doors previously in the Wuxi walls ot te house and being reinsbAled in tie edam do not bye to empty wit the ��^g coefficient (SC). For a yi►7n ghra typo nil Overhang the shading coefficient id is specified. Actual glass must meet the requirement tor owl t» tween& h the lass percentage category you indicated. The overhang (OH) 8 measured from coefficient requirements on Tao- .i�L ly new obis! in fin Ad e dg e d the o•edhany. 9�" Dam under Dr oulamo3t edge 3. RENOVATIONS ONLY. Replacement glass needs b met the blowing requirements. Any yfeSS type end shadnp coefficient may be used lot lass areas which al least a two loot overhang and *hail toirest edge does not extend further titan 8 fed bon the overhang. (;lass areas bag renovated that do not meal this a6esta must be &taw single -we tinted, doubletw '.rat or doulrte-pMe Tinted. 4. @@DING SYSTEMS. Comply when new system is installed for system insta6at S. Complete M information requested on tea lop hat of page 1. 6. neoe limit w (lepuiesaw,le to Smut Additions and Rsno'adord. Table O -1 and check al applicable Items. 7. Read, dge and dais tM'OwnertApert certification statement on page 1. SERIAL # 5363 * RESMANUJ(c) * 07 -17 -2001 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) @PROJECT :RESIDENCE ADDITION ADDRESS :967 NE 99 ST. CITY :MIAMI,FL. OWNER :LEVASSER. BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 323.6 SF GLASS /SF RATIO = 05% * Climatic Conditions & Design Conditions * Geographical Location : Florida Miami - AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry. Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) SUBTOTAL 17934.65 DUCT LOSS 896.73 TOTAL LOSS /BTUH 18831.38 20% OVERSIZE FACTOR 3766.28 ACTUAL + 20% OVERSIZE: 22597.66 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 40 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 70 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 19 Deg. F 20 Deg. F * HEATING SUMMARY * ML- GB- LE.DAT * COOLING SUMMARY * * EQUIPMENT SELECTION * STRUCTURE SENSIBLE 5038.35 MECH.VENT- 150 Cfm 3135.00 SENS. + MECH.VENT : 8173.35 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT /APPLIANCE 1200.00 DUCT GAIN 937.33 TOTAL SENSIBLE 10310.68 TOTAL LATENT 13247.66 SENSIBLE + LATENT 23558.34 20% SENS.OVRSZE FTR: 2062.14 SENS. + 20% OVERSIZE: 12372.82 EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM TYPE NOTES: 6.250 — 48.000 MAX. 1 17.750 MAX. ON CENTER 4 16.500 MAX. ON CENTER 6.750 1 Revisionx Moterio D.ewn 8y D.B. Revised ' D. B. Vendor No.: LARGE MISSLE MPACT WINDOWS 1.) GLAZING: 7/16 (.454) LAMINATED W /INTERLAYER (3/16" HS /.090 FILM /3/16" HS) 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +90 P.S.F., —90 P.S.F. 4.) ANCHORS: MAX. 6 1/4" FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 17 3/4" MAX. SPACING AT JAMBS: 16.500" 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 5.) REFERENCE TEST REPORT: FTL -1971 Da 2/16/98 1 t %29/99 scare: N.T.S. ClossiCcohon: Description: . 0.117 14,1 Prod. Cotcoo y PV✓ Serie /Model: 701 Amu.: P.O. BOX 1529 NOKOMIS, FL. 34274 EL LDd;( Cr ?"_ ACCE . T. tCE ,1; - 2l g .p Size: item: ELEV. IMPACT PICTURE WINDOW. (0). Dra wing No.: 4214 - Sheet: w \ r • •v REPROVED AS CGIdPLYING W'rri T'rhE SOUTH FLORIDA BUILDING CODE DA P R OC Pi!:;UC C ^ i; n of 4 R cv. technolo progressive G � ��' 9Y Andes#... SbJ.. & 0.(a aa. Abb. * L O A D C A L C U L A T I O N * TYPE Inside Shade Sc Area Loss /Btuh Gain /Btuh L A S S orth Single Clr No Shade 1 15.00 1740.00 465.00 nfiltration : Winter Htm ( 665.79 ) x 15.00 9986.85 nfiltration : Summer Htm ( 138.71 ) x 15.00 2080.65 R -Value Area Loss /Btuh Gain /Btuh AL L S /W C.B. - Int Insul - Ext. 5 469.00 2720.20 1360.10 ( ) O R S E I L I N G S ingle Assembly 10 323.60 1553.28 1132.60 L OO R S lab on Grade 0 59.70 Lin.Ft. 1934.28 000.00 * TOTAL STRUCTURE SENSIBLE * 17934.65 5038.35 BY: LO sA O N I „ P _ 50 N LEGAL DESCRIPTION: THE EAST ONE -HALF (1/2) OF LOT 21 AND ALL OF LOT 22, OF BLOCK 170, OF "SECTION NO. ? OF MIAMI SHORES", HEAPU BIICt\RECORDSEOFLMIAMIEDADE COLIORYED IN PLAT BOOK 14 AT PAGE 33 OF FLORIDA: BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. DATE: FEBRUARY 19, 2001 SCALE: AS SHOWN ORDER NO. 12662 F.B. 480 PG. 68 -70 SURVEYOR'S CERTIFICATION WE HEREBY SURVEYINGSINUTHEYSTATELOFS WITH THE MINIMUM TECHNICAL S TANDARDS FOP. FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA V.PRES. SURVEYOR'S NOTES: (1) ALL ELEVATIONS SHO • R SHOWN HEREON, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM, 52, (2) FEDERAL FLOOD IN INFOR DATE: UNIT95I,O. 1206REVISED PANEL 0093, SUFFIX 3- 02 -94, ZONE "X", (AREA OF 100 YR. -500 YR. FLOOD PLAIN. ) N SET CONC. NAIL IN CONC. FOOTING 0,75 SKETCH OF SURVEY SCALE t 1" = 20' FD, PIPE wl 0 Z w w co 0.35' 99 -S-T. c_ 18' ASPHALT ROADWAY J J Q 3 a 00 WOOD -T POLE SE DRILL HOLE 0.25 CL, 0.45' CL. PIPE to I M 4 • • • • • • 14 X se PRINTED ON NO. 100011 CLIAAPAINT • -4 1-4.01.0rai WIwVati A404" k I 70 a , 35 1.06 pi? ) :1 - MOO StI2 ID a LOn> 1.teV c Mt W1r41 Ar3oViar O '" 131111111111111M1111111W1111M1111,11111it 3:31131111 11 I 1) I) •■•■•••■••• 4.4••■■•• etke-sr it* t4liktIfelc 4.,04,•44..•/, 11 lir Vid9-nk le) Km. H f r 10' 6016. Pm) -gel,49\4 popula 1)(6 WO. 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LisIT 0 k) r<ao og • c ra e , AJNOVi 4410%(.1K4 evettmdF.,1: o v.. t: -_-. a ct 6 , -. vicl ah s rr -rv lo o s t ut;,.(.its 6 i io v i ru e () , s. ri_al e_1; rAiwr e)14 o)sum c t we ?I 'vv. - :_r rti 7 v :7.09 8,7511 1.10 .•- 1.714 if\c oy -lb L414 /ND /AOCtt, Lokilii kr ALL _ detepAm v-• r 'et) - 6ALL NvvrciA :dLtJcj t( VtALL MA trAc 1/V .11.0•110 - T; �- 5tvet. vP e 4 't • 4. AIM REVISIONS BY JOSEGOKLADA AFICroVoUlt R.Nt443 IsIr4F C444/4 oeirapi 4 CcNrrikancht 0044Th‘crdi MAINA40,,elr 415 N.1.114 St. Zuni, Ft 33161 (30S)391.3031 Date 4 /.°2 4 1-01 Scale Drawn Job 1 CO 0 I Sheet 4 Of 4 Sheets MINIMUM SIZES OF HARDENED STEEL NAILS PENNYWEIGHT LENGTH WIRE DIAM (inches) 6d 2 0.12 8d 2 1/2 0.12 10d 3 0.135 12d 3 1/4 0.135 16d 3 1/2 0.148 20d 4 0.177 30d 4 1/2 0.177 40d 5 0.177 PROVIDE STANDARD 90 DEGREE BEND MINIMUM SPLICE: :) FOR #5 TIE DOWN ADJACENT TO DPENINGS: 30" ?) FOR REINFORCED MASONRY AND HE COLUMNS: 48 BAR DIAMETERS :'4 =24" 5 =30 6 =36" CONCRETE: MASONRY: REINFORCING STEEL: VERTICAL REBAR SPLICE DETAIL (NTS) (TYPICAL) REINFORCED MASONRY: MORTAR TYPES: EXTERIOR WALLS: ALL WALLS BELOW GRADE INTERIOR LOAD BEARING WALLS: INTERIOR NON LOAD BEARING WALLS: TYPE M TYPE M TYPE M OR S TYPE M, S, OR N UPPERMOST HORIZONTAL CONCRETE MEMBER (BEAM, TIE BEAM, ETC) MASONRY OR CONCRETE VERTICAL MEMBER VERTICAL DOWELS FOOTING (SEE SECTIONS) DRILL 3/4" TO RECEIVE HOLES W/ EPDXY GRO MANUFACTU EXIST. FOUNDAT. 1. ALL POURED IN PLACE CONCRETE TO BE MIN fc= 3000 PSI @ 28 DAYS UNLESS SPECIFICALLY INDICATED OTHERWISE IN PLANS OR SCHEDULES. MAXIMUM SLUMP PERMITTED: 5 ", MEASURED AT POINT OF PLACING OF CONCRETE. NO ADMIXTURES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER. 2, ALL POURED IN PLACE CONCRETE WORK TO BE PERFORMED IN ACCORDANCE WITH ACI STANDARD 318 -98, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 1. ALL CONCRETE BLOCK TO BE 8" X 8" X 16" WITH TWO CELLS, OR OF SOZES INDICATED IN THE DRAWINGS. , DOND SHALL BE PROVIDED BY LAPPING ENDS IN SUCCESSIVE VERTICAL COURSES. 1. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF TWO CELLS, AND OF A QUALITY AS REQUIRED BY AS i M C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" EMBED EXIST. 2. HORIZONTAL JOINT REINFORCING SHALL BE PROVIDED AT EVERY SECOND COURSE (16" VERTICALLY). PRGVIDE STANDARD NO. 9 TRUSS TYPE REINFROCING WHERE STANDARD CONCRETE COLUMNS AND BEAM CONSTRUCTION IS USED; PROVIDE STANDARD NO. 9 LADDER TYPE REINFORCING WHERE REINFORCED MASONRY CONSTRUCTION IS USED. EXTEND RENFORCI;4G 4" INTO TIE COLUMNS. TIE REINFORCING TO STRUCTURAL COLUMNS WITH APPROVED METHODS. 2. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTIONS AS SPECIFIED IN ASTM C270, SLAG CEMENT SHALL NOT BE USED, 3. GROUT OR CONCRETE FILL FOR MASONRY UNITS SHALL CONFORM TO ASTM C 476 AND SHALL ATTAIN A I'I NIMUM COMPRESSIVE STRENGTH OF fc= 3000 PSI AT 28 DAYS. 4. PRISM STRENGTH OF MASONRY UNITS SHALL BE OF MINIMUM fm= 1000 PSI. MAXIMUM POUR LIFT FOR BLOCK OR FILLED CELLS SHALL BE 4' -0" (FOUR FEET). SLUMP FOR GROUT OR CONCRETE FILL= 9" (NINE INCHES), MIN. 8 ", MAX. 10 ", 5. AT ALL LOCATIONS WHERE STEEL ANCHORS ARE DRIVEN INTO MASONRY, FILL CELLS AT THAT LOCATION, MINIMUM TWO COURSES HIGH. 1. TO BE NEW BILLET CONFORMING TO LATEST ASTM A -615 SPECIFICATIONS, GRADE 60, FABRICATED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF THE CRSI, UNLESS OTHERWISE NOTED. PLACING TO BE IN ACCORDANCE WITH ACI STANDARD 318 -98 AND THE CRSI MANUAL. 2. COLUMN DOWELS TO BE THE SAME SIZE AND NUMBER AS VERTICAL BARS ABOVE, UNLESS OTHERWISE INDICATED IN PLANS, LAPS TO BE AS SPECIFIED IN PLANS, OR 30 BAR DIAMETERS FOR VERTICAL SPLICES AND 36 BAR DIAMETERS ALL OTHERS. MINIMUM LAP IN ALL CASES TO BE 18 INCHES. 3. MINIMUM COVER: TO BE AS FOLLOWS, UNLESS OTHERWISE INDICATED IN PLANS: FOOTINGS CAST AGAINST EARTH: FOOTINGS WITH FORMED SIDES: MEMBERS IN CONTACT WITH THE GROUND: COLUMNS: BEAMS: INTERIOR SLABS: EXPOSED SLABS: SOFT METRIC BAR IN -LB BAR #10 #13 #16 #19 #22 #25 #29 #32 #36 #43 #57 #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 3" 2" 3" 1 1/2" 1 1/2" 3/4" 3" 4. SOFT METRIC BAR SIZES: IT SHALL BE PERMISSIBLE TO SUBSTITUTE A SOFT METRIC SIZE BAR OF GRADE 420 FOR THE CORRESPONDING INCH -POUND SIZE BAR OF GRADE 60, IN ACCORDANCE WITH THE FOLLOWING TABLE: 5. IF SOFT METRIC BARS ARE USED, THEN ALL REINFORCING STEEL SHALL BE NEW BILLET FABRICATED IN ACCORDANCE WITH ASTM A615M -96. 6. ANY WELDING OF REINFORCING STEEL IS PROHIBITED, UNLESS SPECIFICALLY INDICATED IN DETAILS. X 6-1/2" HOLES #5 BARS.- FILL "SIKADUR -31 HI -MOD GEL" UT OR EQUAL.- FOLLOW RER INSTRUCTIONS MIN. NEW NEW 16" X 10" FOUNDAT. W/2 #5 CONT A FOOTING CONNECTION DETAIL (NTS) S -1 NEW TO EXISTING FOOTING STRUCTURAL STEEL: WIND LOADS: GENERAL: REMOVE PORTIONS OF EXISTING SLAB ON GRADE WHICH EXTEND BEYOND PERIMETER OF NEW CONSTRUCTION MEAN RECURRENCE INTERVAL: IMPORTANCE FACTOR: EXPOSURE CATEGORY: BASIC WIND SPEED: EXISTING 18" DIA ROUND CONCRETE COLUMN TO REMAIN EXISTING 2-0" X 2' -0" X 10" CONC FOOTING, (HATCHED) TO REMAIN 2' -0" 0' -4" j LOAD BEARING WOOD PARTITIONS 4" THICK CONCRETE SLAB `'", ON GRADE, WITH 6X6 10/10 W.W.F. ON 6 MILL VAPOR j BARRIER, OVER WELL # 0 COMPACTED FILL 4 F.F. ELEVATION +0' -0" (MATCH EXISTING HOUSE) 9'-4" 7' -10" SC= STARTER COLUMN: 8" X 8" CONCRETE COL WITH 2#5VERT EXISTING PATIO 50 YEARS 1.05 C 110 MPH 3TD 1. TO BE FABRICATED AND WELDED IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. 2. ALL STRUCTURAL STEEL TO BE F'y =36 ksi UNLESS SPECIFICALLY INDICATED IN PLANS. 3. ALL STRUCTURAL STEEL CONNECTORS, PLATES, ANGLES, BOLTS, NUTS, WASHERS AND OTHER MISCELLANEOUS ACCESSORIES, TO BE HOT DIPPED GALVANIZED. ALL MAJOR STRUCTURAL MEMBERS SUCH AS COLUMNS, BEAMS, CHANNELS, AND OTHER MEMBERS, TO RECEIVE A COATING OF GALVACON OR SIMILAR GALVANIZING COATING. 4. ALL WELDING OF STRUCTURAL STEEL TO BE PERFORMED BY QUALIFIED PERSONNEL, AND IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. COVER ALL WELDS, AFTER FABRICATION, WITH GALVACON OR SIMILAR GALVANIZING COATING. 1. MAIN BUILDING MEMBERS AND INDICATED COMPONENTS HAVE BEEN DESIGNED TO THE MINIMUM DESIGN WIND LOAD STANDARDS OF SECTION 6 OF STANDARD 7 -93 OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -93). 2. FOR WIND LOAD DESIGN, THE FOLLOWING PARAMETERS HAVE BEEN USED: 1. STRUCTURAL DRAWINGS OR DETAILS SHOWN HEREIN SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL, SAFETY AND ALL OTHER DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, ETC, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 2. DO NOT SCALE DRAWINGS. USE INDICATED DIMENSIONS ONLY. IF DIMENSIONS NECESSARY FOR CONSTRUCTION ARE MISSING OR INADEQUATE FOR USE, CONSULT ENGINEER BEFORE PROCEEDING. 3. ALL CONCRETE TO BE MIN COMPRESSIVE STRENGTH : 3000 PSI @ 28 DAYS. 0' -8" SC NEW WF16 EXISTING RESIDENCE 4. CUTTING, DRILLING AND REMOVALS: BEFORE EXECUTING ANY CUTS, DRILLS OR REMOVALS AS INDICATED IN PLANS, CONTRACTOR MUST VERIFY THAT ALL EXISTING CONDITIONS ALLOW THE CUTS, DRILLS OR REMOVALS TO BE PERFORMED WITHOUT DAMAGE TO ADJACENT STRUCTURES OR SYSTEMS, NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE EXECUTION OF THE WORK. 5. CONTRACTOR TO VERIFY ALL NEW OR EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AT JOB SITE AS SOON AS PRACTICABLE. NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE EXECUTION OF THE WORK. TD: INDICATES TYPICAL TIE DOWN: 1 #5 VERTICAL @ MAX 32' 0.0., FILL BLOCK CELL WITH GROUT 21' -4" (ADDITION ) 20' -0" TD: INDICATES TYPICAL TIE DOWN: 1 #5 VERTICAL @ MAX 32 0.C., FILL BLOCK CELL WITH GROUT WF16 0' -8" 3TD EXISTING RESIDENCE 23'_6" (EXISTING) 54' -10" (EXISTING BUILDING OVERALL) 12' -2" (NEW DIMENSION) F.F. ELEVATION +0' -0" ( +9.77' NGVD) MATCH EXISTING HOUSE o! EXISTING GARAGE 21. -4" (EXISTING ) FOUNDATION PLAN 1/4" SOIL STATEMENT: NORTH SOIL AT SITE, BY VISUAL INSPECTION, APPEARS TO BE UNDISTURBED SAND AND ROCK. BASED ON THIS, FOUNDATIONS HAVE BEEN DESIGNED USING A PRESUMPTIVE SOIL CAPACITY OF 2000 PSF (SFSC 2403.2) THIS ENGINEER HAS OBSERVED THE SITE, AND ESTABLISHED THAT THE FOUNDATIONS FOR THE STRUCTURE WILL BE SUPPORTED ON UNDISTURBED SAND AND ROCK, INCLUDING AREAS WHERE REMOVAL OF EXISTING STRUCTURES IS REQUIRED. IN THOSE AREAS, REMOVAL OF STRUCTURES MUST INCLUDE THEIR FOUNDATIONS, AND THE SOIL LEFT UNDISTURBED TO THE ELEVATION OF THE BOTTOM OF THE NEW BUILDING FOUNDATIONS. A LETTER WILL BE SUBMITTED, AFTER THE GROUND HAS BEEN BROKEN, ATTESTING THAT THESITE HAS BEEN OBSERVED, AND THAT THE CONDITIONS FOUND ARE SIMILAR TO THOSE UPON WHICH THE DESIGN HAS BEEN BASED. No. Revisions - °o Date Drawn By: A. PEREZ w o cc w 2 gi O > • w w • w U w II V r w w • 0 ›- w Li. . L.L. m2 1 W w a • 2 co M Date: AUG 01 Checked By: File Name: Scale: 1L4 "= 1' -0" Sheet: OF 4 "Th ROOF FRAMING MEMBERS CD BUILT UP WOOD JOISTS © 24" O.C. 0 2 X 12 RIDGE NAILER E 2X8 PT NAILER SECURED TO MAS.WALL ® 2X4 JACKS © 12" OC. MAX 0 2X4 CORNER JACKS © 2X4 SUBFASCIA MINIMUM SIZES OF HARDENED STEEL NAILS PENNYWEIGHT LENGTH (inches) WIRE DIAM. 6d 2 0.12 8d 2 1/2 0.12 10d 3 0.135 12d 31/4 0.135 16d 31/2 0.148 20d 4 0.177 30d 41/2 0.177 40d 5 0.177 LIVE (Ibs) R3 90 R4 40 R5 127 R6 56 R7 290 R8 230 z o we DEAD (Ibs) 350 MAXIMUM AT CONCRETE RI 420 (637) 250 273 SUPPORT, CALCULATED FOR GREATEST JOIST SPAN MAXIMUM OVER BEARING R2 300 250 (393) 232 208 PARTITION, CALCULATED FOR GREATEST JOIST SPAN 75 33 106 47 242 192 REACTIONS NET UPLIFT HORIZONTAL REACTIONS (Ibs) Parallel Normal (208) (52) (320) (74) (423) (301) r ROOF JOIST CONTRACTOR NOTE: 1. NO CHANGES TO LAYOUT OR CONFIGURATIONS ARE ALLOWED. CONTRACTOR SHALL CONTACT ENGINEER OF RECORD AS SOON AS POSSIBLE IF ANY DISCREPANCIES ARE FOUND DURING INSTALLATION OF JOISTS SYSTEM. 2. CUTTING, DRILLING AND FIELD MODIFICATIONS TO EXISTING TRUSSES ARE NOT ALLOWED. 3. NEW WOOD JOIST SYSTEM IS ADJACENT TO EXISTING PREFAB TRUSS SYSTEM, AND MUST BE FABRICATED TO MAINTAIN CONTINUITY WITH THE EXISTING ROOF DECK. THEREFORE, CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE TO VERIFY, BEFORE FABRICATION, THAT ALL NEW MEMBERS WILL MATCH EXISTING MEMBERS IN CONFIGURATION, OVERHANG, SLOPES, DIMENSIONS, PITCH, LOCATION OF RIDGE, AND ALL OTHER FEATURES, REGARDLESS OF ANY CONFLICTING INDICATION IN THE DRAWINGS. 32 143 32 143 50 201 50 201 64 345 REMARKS MAXIMUM AT ANY JACK, AT CONCRETE SUPPORT MAXIMUM AT ANY JACK, AT JOIST SUPPORT CORNER JACK, AT CONCRETE SUPPORT CORNER JACK, AT JOIST SUPPORT RIDGE, SUPPORT WITH OVERHANG 64 273 RIDGE, INTERIOR SUPPORT zz co o Wm EXISTING GABLE END WITH TIE BEAM BELOW, TO REMAI N EXISTING RESIDENCE SHOWING REACTIONS ONLY c ° w a �/ EXISTING PREFAB TRUSSES THIS AREA, TO REMAIN EXISTING STEEL BEAM, TO REMAIN EXISTING PATIO TO REMAIN ROOF FRAMING PLAN 1/4" ALLOWABLE DESIGN SUPERIMPOSED LOADS: ROOF FRAMING ROOF SYSTEM -LIVE LOAD: ROOF SYSTEM- DEAD LOADS UPLIFTS: AT MAIN ROOF: AT ALL EAVES: LL 0 • O • 4 _._. _1.1 O 9 4 jC 13m 1 B(VE 'TB- B LOW Z7 Z _ 1 I 1 I I I I 1 0' -8" 9' -6" • 4 * _ • - • - • • • -_ -_ • _ . � I I zz u~i o w m EXISTING COLUMN BELOW 12 2 1/2 1 1 I 1 1 I I 1 1 L.L....1._I. .I_.L_ L._1 O - EXISTING GABLE END WITH TIE BEAM BELOW, TO REMAIN 1 J E TING RESI D NCE 2' -0" 1 I I ii L 1 1 4 8-3 -3 1 B I T i / 1 12 121/2 EXISTING PREFAB TRUSSES THIS AREA, TO REMAIN EXISTING STEEL BEAM, TO REMAIN O 4 4 EXISTING RAFTERS THIS AREA, TO REMAIN EXISTING FLAT ROOF THIS AREA 0 z � 0 L U V 0' -8" 30.00 PSF 25.00 PSF -39.29 PSF -60.93 PSF 21' -4" 20' -0" (ADDITION ) 2X4 SUBFASCIA B- A OV� I 1 EL W 7' -10" 12' -2" 0 ' - 8 11 (NEW DIMENSION) EXISTING PATIO TO REMAIN 54' -10" (EXISTING BUILDING OVERALL) NEW CONCRETE TIE BEAM TB -2 r J J EXISTING RESIDENCE 21' -4" (EXISTING ) EXISTING GARAGE ROOF FRAMING PLAN 1/4" #3 STIRRUPS 0 12" 0.C. (2) #5 TOP (2) #5 BOT. DRILL 5/8"0 X 6" HOLES TO RECEIVE #6 BARS.- FILL HOLES W/ "SIKADUR -31 H1 -MOD GEL" EPDXY GROUT OR EQUAL.- FOLLOW MANUFACTURER INSTRUCTIONS EXIST. CONC. TIE -BEAM EXIST. CBS WALL r T A CONCRETE BEAM CONNECTION DETAIL (NTS) \ S-2/ NEW TO EXISTING CONC. BEAM NORTH 1 No. Revis ions Date 1- .) 0 W "' N z _ ,^ J V LL a Z n. 2 vi Lu `O a oQ ILJ S N co 2 2 2 ° o o O w ,n a w c i ii z V H lq, 0. OL Q z w M 2 1 S` 0 W N W z U J W H m o i o �� v) 000- Q�n AIME P W 0 ce 0 W O> � W W (/) W f 7 1 W x 0— <(1)0) W c ck 0) m2 W °. W c CO M W JINN " Drawn By: A. PEREZ Date: AUG 01 Checked 13y: File Name: Scale: 1/4"= 1 -0" Sheet: S- 2 OF 4 J SECURE 2 -2X12 TO 2X8 WITH 2 (TWO) 1/2" GALV. STEEL CARRIAGE BOLTS WITH NUT & WASHER INTERIOR FINISH: SEE ARCHITECTURAL DRAWINGS TB -2: NEW 8" X 12" MIN CONCRETE TIE BEAM, REINFORCED WITH 4-#5 CONTIN, AND #3 CLOSED TIES @12" O.C. THROUGHOUT. PROVIDE 2#5 BENT BARS, 2' -6" EACH LEG, AT ALL CORNERS SECURE TOP PLATE TO BOTTOM OF 2X8. NOTCH BOTTOM OF 2X12 AROUND TOP PLATE 2X4 FS HIDDEN LINE INDICATES 2X8 JOISTS BETWEEN DOUBLE 2X12 0' -4" 2' -0" L OF NEW BLDG 2' -0" 1/2" THICK EXP. JOINT FILLER FIN FL ELEVATION +0' -0" (MATCH EXISTING HOUSE) 0' -8" 2' -10" 4' -0" 0' -4" SECURE TOP PLATE TO BOTTOM OF 2X8. NOTCH BOTTOM OF 2X12 AROUND TOP PLATE LOAD BEARING INTERIOR PARTITIONS: 2X4 WOOD STUDS @ 12" OC, DOUBLE 2X4 TOP PLATE, 2X4 PT BOTTOM PLATE 2X4 FS 2X4 PT BOTTOM PLATES #4 @18" BOTT. TRANSV. 5 #5 BOTT CONTIN. 7' -10" TB -2: NEW 8" X 12' MIN CONCRETE TIE BEAM 0' -3" FOR ROOFING: SEE ARCHITECTURAL DRAWINGS AT 2X8 JOIST :: PROVIDE HUGHES DTC GALVANIZED STEEL STRAP AT EACH 2X8 JOIST. SECURE WITH 4 -10d NAILS THROUGH PLATE, 9 -10d NAILS THROUGH STRAP -MAX UPLIFT= 1365# (DCPC 97 -0421.05) METAL DRIP STRIP, 4" X 4" X 20 GAUGE, GALVANIZED METAL, SECURED TO PT NAILER WITH 12 G. RING SHANK NAILS @ 4" O.C. LAP MINIMUM 4" AT PERIMETER, 5" AT CORNERS. ELEV +8' -10 1/2" (TOP OF 2X12) ELEV +8' -2" (T.O.B.) 1X2 CONTIN. PT NAILER 1X8 WOOD FASCIA (MATCH EXISTING) 4" WIDE CONTIN. SCREEN VENT STUCCO SOFFIT 5/8" MIN TEXT. STUCCO AS PER CODE 8" THICK CONCRETE BLOCK, WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE s - IN 00 0 S -3 S -3 SECURE 2 -2X12 TO 2X8 WITH 2 (TWO) 1/2" GALV. STEEL CARRIAGE BOLTS WITH NUT & WASHER M 0 A B S -3 S -3 0' -3" A DETAIL B \ DETAIL 2.5 PROFILE OF 2X8 JOIST 12 (VERIFY AND MATCH EXISTING) 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES 0' -3" 2X4 LATERAL BRACING c____ BETWEEN BUILT -UP JOISTS ASSEMBLIES PROFILE OF 2 -2X12 JOISTS 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR PROFILE OF 2X8 JOIST NEW8 "X 12 "MIN CONCRETE TIE BEAM 3/4" 0' -2" PROFILE OF 2 -2X12 JOISTS NEW 8 "X 12 "MIN CONCRETE TIE BEAM 3/4" v 1 i PROVIDE 3#5 CCtJ FIN. NEW SHEATHING: 19/32 CDX EXTERIOR GRADE PLYWOOD NAILED TO JOISTS WITH 8d NAILS, 6" 0.C. INTERIOR, 4" 0.C. AT EDGES. RUN SHEATHING UNDER ALL VALLEYS (TYPICAL) TYPICAL BUILT -UP JOISTS ASSEMBLIES: 2X8 JOIST BETWEEN DOUBLE 2X12. SEE ROOF FRAMING PLAN FOR SPACING X X ; II�II III III ,l 1 -111 111_ 1 S-3 PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR LONGITUDINAL PROVIDE HUGHES RT2418 GALV. RAFTER TIES @ EA. BU JOIST. SECURE WITH 18 -10d NAILS (DCPC# 97- 0421.05) SECTION 3/4" ELEV +10' -9 1/4" (T.O.B.) (HIGHEST POINT) 3" x 3" x 3/16" STEEL PIPES OUTRIGGERS @ 24" BEYOND PROVIDE HUGHES UH212 JOIST HANGER, SECURED TO RIDGE NAILER WITH 5 -16d NAILS, TO EXISTING GABLE END TRUSS WITH 16 -16d NAILS (DCPC 97- 0421.05) 0' -8" WF48: 48" X 12" DEEP CONTIN. FOOTING, WITH 5 #5 BOTT. LONGIT., #4 @18" BOTT. TRANSV. 2X4 SUBFASCIA 4" X 6" STEEL PIPE MAY 28,2002 OPENING FOR GLASS ELEV +8' -2" (T.O.B.) (LEVEL) TB -1 2' -0" PROVIDE HUGHES RT2418 GALV, RAFTER TIES @ EA. BU JOIST. SECURE WITH 18 -10d NAILS (DCPC #97 - 0421.05) 2X12 RIDGE NAILER I II i ll I r i 1 -111 111 -11 11, ; 1T „ 111— C! ri N 1— D S -3 I ADDITION 1 EXISTING qL 12 (VERIFY AND MATCH EXISTING) 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES 0' -3” 2.5 EXISTING SHEATHING, TRUSSES AND GABLE END TRUSS OVER EXISTING TIE BEAM PROVIIDE HUGHES UH212 JOIST HANGER, SECURED TO RIDGE NAILER WITH 5 - 16d NAILS, TO EXISTING GABLE END TRUSS WITH 16 -16d NAILS (DCPC 97- 0421.05) PROVIDE 2" X 12" DEEP STEEL HANGER, ,3/16" THICK, SECURED TO RIDGE NAILER WITH 5 -16d NAILS, TO STEEL PIPE WITH CONTINUOUS WELDING MAY 28,2002 DETAIL 3/4" END CONNECTION RIDGE NAILER M 0 METAL DRIP STRIP, 4" X 4" X 20 GAUGE, GALVANIZED METAL, SECURED TO PT NAILER WITH 12 G. RING SHANK NAILS @ 4" O.C. LAP MINIMUM 4" AT PERIMETER, 5" AT CORNERS, MAY 28,2002 AT 2X8 JOIST: PROVIDE HUGHES DTC GALVANIZED STEEL STRAP AT EACH 2X8 JOIST. SECURE WITH 4 -10d NAILS THROUGH PLATE, 9 -10d NAILS THROUGH STRAP -MAX UPLIFT= 1365# (DCPC 97- 0421.05) FOR TYPICAL NOTES SEE OPPOSITE WALL THIS SECTION FOR ROOFING: SEE ARCHITECTURAL DRAWINGS MAY 28,2002 3" x 3" x 3/16" STEEL PIPES OUTRIGGERS @ 24" BEYOND ELEV VARIES (T.O.B.) 1X2 CONTIN. PT NAILER 5/8" MIN TEXT.STUCCO AS PER CODE ELEV +8'-10 1/2" (TOP OF 2X12) ELEV +8' -2" (T.O.B.) 1X8 WOOD FASCIA (MATCH EXISTING) 2X4 SUBFASCIA SECURED TO OUTRIGGERS WITH 1/4" GALVAN. BOLTS 8" THICK CONCRETE BLOCK, WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE ELEVATION TOP OF DOOR R.O. STUDS BEYOND 2' -0" co 0 2 S -3 OPENING FOR GLASS ELEV +8' -2" (T.O.B.) (LEVEL) • 0' -3" • NOTE: CONTRACTOR MUST VERIFY ACTUAL LOCATION OF EXISTING ROOF LINE AND EXISTING ROOF SLOPE BEFORE INSTALLATION OF JOISTS. NEW ROOF MUST MATCH EXISTING CONFIGURATION SECTION DETAIL TYPICAL DOOR HEADER AT BEARING PARTITION NEW 4" X 6" X 1/4" STEEL PIPES, SLOPED MAY 28,2002 2-3" 2x4 12' Yt f hll iddeltha W.4.4 0' -3" SECTION TRANSVERSAL DOUBLE 2X10 WOOD HEADER 7 —w PROVIDE DOUBLE STUD AT EACH SIDE OF DOOR OPENING ELEVATION 3/4" PROVIDE HUGHES U220 GALVANIZED JOIST HANGER AT EACH 2X4 OUTRIGGER. SECURE WITH 8 -6d NAILS TO 2X12, 6 -6d NAILS TO OUTRIGGER (DCPC 97- 0421.05) 2" WIDE NAILERS 2" THICK RIGID INSULATION TYPICAL 2' -0" 2' -0" O.C. Ow- TYPICAL BUILT -UP JOISTS ASSEMBLIES: 2X8 JOIST F - BETWEEN DOUBLE 2X12. 1X6 T &G "V JOINT CEILING BETWEEN JOISTS NEW 4" X 6" X 1/4" STEEL PIPES, SLOPED MAY 28,2002 TB -1: NEW 8" X 12" MIN CONCRETE TIE BEAM, (LEVEL) REINFORCED WITH 4-#5 CONTIN, AND #3 CLOSED TIES ©12" O.C. THROUGHOUT (SEE DETAIL SHEET S-4) INTERIOR FINISH: SEE ARCHITECTURAL DRAWINGS 1/2" THICK EXP. JOINT FILLER 0 X X 1 i - i i 1 \iii 1 I1 i 1 — I II PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR 3/4" X X I I I WELL COMPACTED FILL DOUBLE 2X10 WOOD HEADER FIN FL ELEVATION +0' -0" (MATCH EXISTING HOUSE) 2X4 STUDS @ 12" OC DOOR OPENING No. Revisions MAY 28,2002 Date 1 0 W IJJ 0 z o W H 0 J l1J W 0 w W F M -J LL W a a? N 111 N 2 0 o X to Da 0- 1- 2 o W az 0 4 co N O • y 0. N ly Sa C W 4 a a d � a V Q 1 U Z Z O ° I W • Ce Q W O > a W W —� W 0 E" W ow w 0 � � (,L (n >- ( 1 M J co 2 • V- 06 2 W ca 1 Drawn 13y: A. PEREZ Date: MAY 02 Checked By: File Name: Scale: SHOWN Sheet: S -3 m 1, FOR ROOFING: SEE ARCHITECTURAL DRAWINGS AT 2X8 JOIST: PROVIDE HUGHES DTC GALVANIZED STEEL STRAP AT EACH 2X8 JOIST. SECURE WITH 4 -10d NAILS THROUGH PLATE, 9 -10d NAILS THROUGH STRAP -MAX UPLIFT= 1365# (DCPC 97- 0421.05) METAL DRIP STRIP, 4" X 4" X 20 GAUGE, GALVANIZED METAL, SECURED TO PT NAILER WITH 12 G. RING SHANK NAILS © 4" O.C. LAP MINIMUM 4" AT PERIMETER, 5" AT CORNERS. ELEV +8' -10 1/2" (TOP OF 2X12) ELEV +8' -2" (T.O.B.) 0 "tee A. CCort -2 t t M I N Su h-tf Vw 4 Sc v c. 1X2 CONTIN. PT NAILER 1X8 WOOD FASCIA (MATCH EXISTING) 4" WIDE CONTIN. SCREEN VENT STUCCO SOFFIT 5/8" MIN TEXT.STUCCO AS PER CODE 8" THICK CONCRETE BLOCK, WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE SECURE 2 -2X12 TO 2X8 WITH 2 (TWO) 1/2" GALV, STEEL CARRIAGE BOLTS WITH NUT & WASHER 2' -0" 0 0 • 0' -3" K.3) 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES • A \ DETAIL S -3 2.5 1/2" THICK EXP. JOINT FILLER 0' -3" 0 2X4 LATERAL BRACING BETWEEN BUILT -UP c___ JOISTS ASSEMBLIES PROFILE OF 2X8 JOIST PROFILE OF 2X8 JOIST NEW 8 "X12 "MIN CONCRETE TIE BEAM 3/4" 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES PROFILE OF 2 -2X12 JOISTS NEW 8" X 12" MIN CONCRETE TIE BEAM B DETAIL 3/4" S -3 PROFILE OF 2 -2X12 JOISTS NEW SHEATHING: 19/32 CDX EXTERIOR GRADE PLYWOOD NAILED TO JOISTS WITH 8d NAILS, 6" O.C. INTERIOR, 4" O.C. AT EDGES. RUN SHEATHING UNDER ALL VALLEYS (TYPICAL) TYPICAL BUILT -UP JOISTS 12 ASSEMBLIES: 2X8 JOIST BETWEEN DOUBLE 2X12. SEE ROOF FRAMING (VERIFY AND I PLAN FOR SPACING MATCH EXISTING) SECURE 2 -2X12 TO 2X8 WITH 2 (TWO) 1/2" GALV. STEEL CARRIAGE BOLTS WITH NUT & WASHER INTERIOR FINISH: SEE ARCHITECTURAL DRAWINGS X -,- -X K., 11 111 PROVIDE 3#5 CONTIN. PROVIDE 3" MIN COVER TO ALL FOUNDP T]ON REBAR HIDDEN LINE INDICATES 2X8 JOISTS BETWEEN DOUBLE 2X12 TB -2: NEW 8" X 12" MIN CONCRETE TIE BEAM, REINFORCED WITH 4-#5 CONTIN, AND #3 CLOSED TIES @12" O.C. THROUGHOUT. PROVIDE 2 #5 BENT BARS, 2' -6" EACH LEG, AT ALL CORNERS — I 1 1 9' -6" / S -3 FIN FL ELEVATION +0' -0" (MATCH EXISTING HOUSE) X X i ii X T 1 X 0 PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR SECTION LONGITUDINAL PROVIDE HUGHES RT2418 GALV. RAFTER TIES © EA. BU JOIST. SECURE WITH 18 -10d NAILS (DCPC# 97- 0421.05) SECURE TOP PLATE TO BOTTOM OF 2X8. NOTCH BOTTOM OF 2X12 AROUND TOP PLATE 2 2X4 FS lei. CIa• S fra, ca, Silt34 - 1 0 0' -8" ELEV +10' -9 114" (T.O.B.) (HIGHEST POINT) 3/4" 1' -2" PROVIDE HUGHES UH212 JOIST HANGER, SECURED TO RIDGE NAILER WITH b -16d NAILS, TO EXISTING GABLE END TRUSS WITH '6 -16d NAILS (DCPC 97- 0421.05) 2' -0" CL OF NEW BLDG X ._ -$-- 1 /Z" c V *" • 4' -0" 2X4 SUBFASCIA 2X4 © 12" BEYOND BEAM B -1 OPENING FOR GLASS 2'-0" PROVIDE HUGHES RT2418 GALV. RAFTER TIES r© EA. BU JOIST. SECURE WITH 18 - 10d NAILS (DCPC #97 - 0421.05) 2' -10" ELEV +8' -2" (T.O.B,) (LEVEL) 0 TB -1 WF48: 48" X 12" DEEP CONTIN. FOOTING, WITH 5 #5 BOTT. LONGIT., #4 @18" BOTT. TRANSV. S o o 0' -4" 0 j 0 SECURE TOP PLATE TO BOTTOM OF 2X8. NOTCH BOTTOM OF 2X12 AROUND TOP PLATE 2X4 FS 2X4 P T BOTTOM PLATES #4 @18" BOTT. TRANSV. 5 #5 BOTT CONTIN. 0' -8" 1 A.„-)I Ir 1111\111(1 I1I III 1111/11111 11 lL 9I 1 I r r r r LOAD BEARING INTERIOR PARTITIONS: 2X4 WOOD STUDS @ 12" OC, DOUBLE 2X4 TOP PLATE, 2X4 PT BOTTOM PLATE 2X12 RIDGE NAILER - 7' -10" X r DETAIL 3/4" END CONNECTION RIDGE NAILER 12 (VERIFY AND 2.5 MATCH EXISTING) 2X4 LATERAL BRACING BETWEEN BUILT -UP JOISTS ASSEMBLIES TB -2: NEW 8" X 12" MIN CONCRETE TIE BEAM D S -3 ADDITION 1 EXISTING GL ' 0' -3" X • _ 3'- EXISTING SHEATHING, TRUSSES AND GABLE END TRUSS OVER EXISTING TIE BEAM PROVIDE HUGHES UH212 JOIST HANGER, SECURED TO RIDGE NAILER WITH 5 -16d NAILS, TO EXISTING GABLE END TRUSS WITH 16 -16d NAILS (DCPC 97- 0421.05) PROVIDE HUGHES UH212 JOIST HANGER, SECURED TO RIDGE NAILER WITH 5 -16d NAILS, TO CONCRETE BEAM WITH 4 (FOUR) 3/8" STEEL EXPANSION ANCHORS (DCPC 97- 0421.05) • 0' -3" rte-; M 0 AT 2X8 JOIST: PROVIDE HUGHES DTC GALVANIZED STEEL STRAP AT EACH 2X8 JOIST. SECURE WITH 4 -10d NAILS THROUGH PLATE, 9 -10d NAILS THROUGH STRAP -MAX UPLIFT= 1365# (DCPC 97- 0421.05) ELEV +8' -10 1/2" (TOP OF 2X12) ELEV +8' -2" (T.O.B.) FOR TYPICAL NOTES SEE OPPOSITE WALL THIS SECTION FOR ROOFING: SEE ARCHITECTURAL DRAWINGS PROVIDE HUGHES DTC GALVANIZED STEEL STRAP AT EACH 2X4 OUTRIGGER. SECURE WITH 4 -10d NAILS THROUGH PLATE, 9 -10d NAILS THROUGH STRAP -MAX UPLIFT= 1365# (DCPC 97- 0421.05) TYPICAL 2X4 © 12" O.C. WOOD OUTRIGGERS METAL DRIP STRIP, 4" X 4" X 20 GAUGE, GALVANIZED METAL, SECURED TO PT NAILER WITH 12 G. RING SHANK NAILS © 4" O.C. LAP MINIMUM 4" AT PERIMETER, 5" AT CORNERS. ELEV VARIES (T.O.B.) 1X2 CONTIN. PT NAILER 1X8 WOOD FASCIA (MATCH EXISTING) 2X4 SUBFASCIA 5/8" MIN TEXT.STUCCO AS PER CODE 8" THICK CONCRETE BLOCK, WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE ELEVATION TOP OF DOOR R.O STUDS BEYOND ih 0 ■ SECTION DETAIL 0 ' -3" 0' -3 SECTION TRANSVERSAL NOTE: CONTRACTOR MUST VERIFY ACTUAL LOCATION OF EXISTING ROOF LINE AND EXISTING ROOF SLOPE BEFORE INSTALLATION OF JOISTS. NEW ROOF MUST MATCH EXISTING CONFIGURATION 1/2" THICK EXP. JOINT FILLER 2' -3" ) 1 2' -0" DOUBLE 2X10 WOOD HEADER PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR PROVIDE DOUBLE STUD AT EACH SIDE OF DOOR OPENING TYPICAL DOOR HEADER AT BEARING PARTITION ELEVATION 3/4" 2X4 ©12" OPENING FOR GLASS ELEV +8' -2" (T.O.B.) (LEVEL) 2-0" Aka Rthi /EOM 2X4 € 12" PROVIDE HUGHES U220 GALVANIZED JOIST HANGER AT EACH 2X4 OUTRIGGER, SECURE WITH 8 -6d NAILS TO 2X12, 6 -6d NAILS TO OUTRIGGER (DCPC 97- 0421.05) 2" WIDE NAILERS 2" THICK RIGID INSULATION TYPICAL 2' -0" O.C. y L 1X6 T &G "V' JOINT CEILING BETWEEN JOISTS 2X8 PT NAILER, SECURED TO CONCRETE WITH 1/2" EXPANS. ANCHORS © 24" OC BEAM B -1: NEW 8" X 12" CONCRETE BEAM, (SLOPED) REINFORCED WITH 4-#6 CONTIN, AND #3 CLOSED TIES @6" O.C. THROUGHOUT (SEE DETAIL IN SHEET S -4) TB -1: NEW 8" X 12" MIN CONCRETE TIE BEAM, (LEVEL) REINFORCED WITH 4-#5 CONTIN, AND #3 CLOSED TIES @12" O.C. THROUGHOUT (SEE DETAIL SHEET S -4) INTERIOR FINISH: SEE ARCHITECTURAL DRAWINGS —1 I I 3/4" WELL COMPACTED FILL 2X4 STUDS @ 12" OC DOUBLE 2X10 WOOD HEADER DOOR OPENING TYPICAL BUILT -UP JOISTS ASSEMBLIES: 2X8 JOIST BETWEEN DOUBLE 2X12. FIN FL ELEVATION +0' -0" (MATCH EXISTING HOUSE) No. e i Drawn By: A. PEREZ Date: AUG 01 Checked By: File Name: Scale: SHOWN Sheet: Revisions 2 w w z_ 2 w w 1- J Ci 0) 2 0 w I— co "' oW M 11J M 0 111 J LL r1 2 W Ct 0 a N O W 0 0 e - W N aw N E st a MN OC 0 (.4 Z z 0 R gm w m a N S -3 or 4 Dare ITEM 1 2 3 4 5 6 7 8 10 .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foam Tap }8 x 1.000 Ph. Pn. SMS Silicon Back bedding 7/16" (454) W /MONSANTO INTERLAYER 7 16" (454) W /DUPONT INTERLAYER 6 x .875 Ph. Fl. Self—to Frame Head & Sill Frame Jambs DESCRIPTION V.T.# 612241 1 ea. 612242 2 6533402 4 6SM55W 61308 4 between bead & .lass 781PQA 8 (Frame Assy. screws 62899C 1 7PWSW Bead screws. 2 1 2" from end 20" centers Revisions: Cl ossifico tion : Prod. Cae gory. Series //ode/: ��/�// 70 P.O. BOX 1529 NOKOMIS, FL. 34274 S Not eriol: QT)VLOCATION Drawn ey: D.B. 2/16/98 Revised By: D.B. Vendor Na.: Date: 1/29/99 Scale: T C I V . 1 . J . H.P.G. Fastec Anat.-in 1 Ciatir Writ ca-.,- Alumax Alumax Alumax VENDOR Schnee — Morehead Stik - 1I Merchants Fasteners Dow Corning H.P.G. APPROVED AS COMPiYING YW1TH THE SOUTH FlQRIDA BUILDING CODE DAT n `���Z9 9� BY _ / /�I / /%i PRODU' ; tTRO1 Div S BUILDING CODE CO`APL:ANCE OFFICE ACCEPTANCE NO. -` 1 - 0)-k c i '01 1 progressive '"S' technology ( �..._,A.�. _Item: DON Drawing No.: 4214 VENDOR NO. AF -12241 AF -12242 AF- 533402 SM5504 1308 899 Sheet: 2 0 4 Rcv.: STEEL PL: 7" X 12"-X THICK . ; ELEV +8' -2" (TOP OF TB -1) L: — 0' -8" OPENING WELD ALL MEMBERS HERE MAY 28,2002 #3 CLOSED STIRRUPS @ 12" MAX OC 0' -3" STEEL STUB COLUMN SUPPORT CUT FROM 4" X 6" X 1/4" SECTION, WELDED TO PLATE AND TO 4" X 6" SLOPED PIPE PROVIDE (4) U.S.ANCHOR KINGPIN W5860G 5/8" DIAMETER X 6" (MIN EMBED 5 ") (DADE MAY 28,2002 COUNTY PRODUCT CONTROL APPROVAL 01- 0918.02) MIN 2" X 2" X 1/4" STEEL ANGLES WELDED TO OUTRIGGERS, TO SUPPORT SUBFASCIA 2X4 PT SUBFASCIA ELEV +8' -10 1/2" (TOP OF 2X12) ELEV +8' - 2" (TOP OF TB - 2 BEYOND) ° OPPOSITE END EQUAL CORNER BARS FROM TB -2 (NOT DRAWN FOR CLARITY) SECURE SUBFASCIA TO STEEL L WITH 3/16" GALV. STEEL SCREWS @ 16" O.C. OUTLINE OF SUBFASCIA 4 "X6 "STE ih 0 • 0' -3" CONCRETE BEAM BELOW 1 0'� 31 "COVER AT ENDS FOR BOTTOM 2 BARS AT BEAM B -1 & TB -1 • 0' -3" L PIPE 3" X 3" OUTRIGGER MAY 28,2002 2" X 2" STEEL ANGLE B DETAIL 3/4" 2" X 2" STEEL ANGLE S-4 CORNER EAVES -PLAN VIEW S-4 CORNER EAVES -PLAN VIEW OPPOSITE CORNER SIMILAR- REVERSED J w w X _ z CV Q MAY 28,2002 TYPICAL 3" X 3" X 3/16" STEEL PIPE OUTRIGGERS © 24" TOP OF 4" X 6" STEEL PIPE (SLOPES) 7' -10" 0' -4" 2' -0" A DETAIL 3/4" ELEV EXISTING (T.O.B.) L NEW ADDITION X 0' -4" S-4 ELEVATION OF NEW NORTH S-4 ELEVATION OF NEW NORTH WALL EXISTING ROOF STRUCTURE TO REMAIN ELEV +0' -0" (SLAB ON GRADE) NEW 8" THICK CONCRETE BLOCK WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE NEW WF16 FOOTING Zh O • 0' -3" 0' -3" 9' -6" SECTION NEW CLOSURE WALL PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR (VERIFY AND MATCH EXISTING) 3/4" ELEV +8' -2" (TOP OF TB -1) STAND. 90 DEG HOOK EXISTING CONCRETE BEAM TO REMAIN DRfLL 3/4" X 6 112" HOLES TO RECEIVE #5 VERT. BAR FROM TIE DOWN. FILL HOLES WITH "SIKADUR -31 HI MOD GEL" EPDXY GROUT OR EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS REMOVE ENOUGH SLAB ON GRADE TO ALLOW FOR NEW FOOTING. PROVIDE NEW AREA OF S.O.G. TO PATCH OVER NEW FOOTING AS REQUIRED. x -x x x 1/2" THICK EXP 11 I _ JOINT FILLER I I I =) — 1 , ' MAY 28,2002 12 FIN FL ELEVATION +0' -0" (EXISTING SLAB) 11 2.5 2' -0" 0' -3" j 0' -8" B \, DETAIL S-4, / CORNER EAVES DEYA CORNER BARS FROM TB -2 (NOT DRAWN FOR CLARITY) 0' -31" COVER AT ENDS FOR BOTTOM 2 BARS AT BEAM B -1 & TB -1 i7 0 MIN 2" X 2" X 1/4" STEEL ANGLES WELDED TO OUTRIGGERS, TO SUPPORT SUBFASCIA 2X4 SUBFASCIA ELEV +8' -10 1/2" (TOP OF 2X12) ELEV +8' -2" (TOP OF TB -2 BEYOND) r STEEL PL: 7" X 12" X 3/8" THICK NOTE: CONTRACTOR MUST VERIFY ACTUAL LOCATION OF EXISTING ROOF LINE AND EXISTING ROOF SLOPE BEFORE !NSTALLATION OF JOISTS. NEW ROOF MUST MATCH EXISTING CONFIGURATION (2 SECTION SUPPORT AT ENDS (� �4 SUPPORT AT ENDS CONCRETE BEAM BELOW PRESSURE ON COMPONENT: POSITIVE =38.25 PSF NEGATIVE = -54.64 PSF ON GRADE) 1 OPENNG ELEV +0' -0" (SLAB ELEVATION 1/4" SHOWING WIND PRESSURES IN OPENING NEW 4" X 6" X 1/4" STEEL PIPES, SLOPED STEEL STUB COLUMN SUPPORT CUT FROM 4" X 6" X 1/4" SECTION, WELDED TO PLATE AND TO 4" X 6" SLOPED PIPE PROVIDE (4) U.S.ANCHOR KINGPIN W5860G 5/8" DIAMETER X 6" (MIN EMBED 5 ") (DADE COUNTY PRODUCT CONTROL APPROVAL 01- 0918.02) l No. Revisions MAY 28,2002 Date J U Z 0 w 0 H M Cl w M � u- a z III LS '0 2 03 z N 0 0 U4 a N W e4 � N LL Lu C3 LUa ▪ el .. o I_ N Z ij tncoa N 1 0 0 a G O > • W LU O u! Ce W W re re W ›- W � � 00 . u. co r c+) M 1 Drawn By: A . PEREZ 1 Date: AUG 01 Checked By: File Name: Scale: SHOWN Sheet: S -4 °t U-8" / 2 #6 BOTT ELEV +8' -2" (TOP OF TB -1) BEAM E -1 OPENING BEAM B -1 NOTE: 2 #6 BOTTOM BARS FOR THIS BEAM MUST BE CONTINUOUS AND CUSTOM BENT TO SHAPE -NO SPLICES ALLOWED #3 CLOSED STIRRUPS © 12" MAX OC ELEV +8'-6 1/2" (TOP OF LOWEST POINT BEAM B -1) ELEV +8' -10 1/2" (TOP OF 2X12) N ELEV +8' -2" (TOP OF TB -2 BEYOND) b CORNER BARS FROM TB -2 (NOT DRAWN FOR CLARITY) 0 THREE #3 CLOSED STIRRUPS © 12" MAX OC • / 03 „COVER AT ENDS FOR BOTTOM 2 BARS AT BEAM B -1 & TB -1 • 0' -3" TYPICAL 2X4 OUTRIGGERS ©12" TOP OF BEAM B -1 — 7 (SLOPES) 2#6 TOP 7' -10" 4 , TIE BEAM TB -1 B -1 STIRRUPS: #3 CLOSED TIES © 6" 00 2' -0" A \ DETAIL 3/4" S-4 ELEVATION OF NEW NORTH WALL CL NEW ADDITION X MIN SPLICE: 28" 0' -4" _ / - - _ _ . _ _- _ _ _ -_ ELEV EXISTING (T.O.B.) NEW 8" THICK CONCRETE BLOCK WITH #9 G. HORIZONTAL LADDER REINFORCING EVERY OTHER COURSE EXISTING ROOF STRUCTURE TO REMAIN NEW WF16i FOOTING ' o ELEV +10' -9 1/4" (TOP OF HIGHEST POINT BEAM B -1) B -1 STIRRUPS: #3 CLOSED TIES © 6" OC TOP OF BEAM B -1 (SLOPES) 0' -3" ELEV +0' -0" (SLAB ON GRADE) 1/2" THICK EXP. JOINT FILLER 0' -3" SECTION 9' -6" NEW CLOSURE WALL 12 (VERIFY AND MATCH EXISTING) ELEV +8' -2" (TOP OF TB -1) STAND. 90 DEG HOOK EXISTING CONCRETE BEAM TO REMAIN DRILL 3/4" X 6 1/2" HOLES TO RECEIVE #5 VERT. BAR FROM TIE DOWN. FILL HOLES WITH "SIKADUR -31 HI MOD GEL" EPDXY GROUT OR EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS REMOVE ENOUGH SLAB ON GRADE TO ALLOW FOR NEW FOOTING. PROVIDE NEW AREA OF S.O.G. TO PATCH OVER NEW FOOTING AS REQUIRED. 1 I I 11 i 11 1 - 1 1 1 - 1 PROVIDE 3" MIN COVER TO ALL FOUNDATION REBAR 3/4" 1 THREE #3 CLOSED STIRRUPS 4. @ 12" MAX OC ELEV +8' -6 1/2" (TOP OF LOWEST POINT BEAM B -1) �_ -` ELEV +8' -10 1/2" (TOP OF 2X12) r+� ELEV +8' -2" (TOP OF TB -2 BEYOND) x 2.5 2' -0" 0' -3" FIN FL ELEVATION +0' -0" (EXISTING SLAB) • H 0' -8" 0' -3" • CORNER BARS FROM TB -2 (NOT DRAWN FOR CLARITY) 0' -31„ COVER AT ENDS FOR BOTTOM 2 BARS AT BEAM B -1 & TB -1 0 TYPICAL 2X4 OUTRIGGERS @ 12" ELEVATION 1 /4" SHOWING WIND PRESSURES IN OPENING NOTE: CONTRACTOR MUST VERIFY ACTUAL LOCATION OF EXISTING ROOF LINE AND EXISTING ROOF SLOPE BEFORE INSTALLATION OF JOISTS. NEW ROOF MUST MATCH EXISTING CONFIGURATION PRESSURE ON COMPONENT: POSITIVE =38.25 PSF NEGATIVE = -54.64 PSF ELEV +0' -0" (SLAB ON GRADE) 1 Revis ions No. Date File Name: Sheet: E p � N Z 0. 2 W o 4 co z N a 0 Z ce w U Z Z c O — w a w G O > ce w � U w c 0 w >_ w c ce w � ® 2 co M P Dra\,n By: A. PEREZ Date: AUG 01 Checked By: Scale: SHOWN S o of 4 CONDENSING UNIT DESIGNATION MBTUH TEMP. ENT. CONDENSER ELECTRICAL DATA MANUFAC. REF. UNIT OBS OR SEER AREA SERVED VOLTS PHASES WIRE AMPS FUSES Calf(°,? /8, 2 ier aio / i¢ to /424.4.4 rre /& ciao ,2.I5 .too /"041 I>, D 80 67 t¢o 1 s a.0 ao TA iW'h9B /¢o 3 Y¢ FAN -COIL _ DESIGNATION CFM MBTUH ENTERING F ELECTRICAL DATA MANUFAC. REF. UNIT OBS TOTAL SENSIBLE W8 DB VOLTS PHASES HTNG KW WIRE AMPS FUSES LIQ. SUC. COND. A //UI.Q 2 600 48 ? I>, D 80 67 t¢o 1 s a.0 ao TA iW'h9B /¢o 3 Y¢ 2 24 X SS PAWED ON NO. 100014 G IARMLNT. => Sdia - .tu[(..uttt: '1 - - t b:S t ..Zoo G i �= XIZ RAF e1.1‘- 4M r t � 1 ti I wrs C ioe t) Ci .111 >IItea,1 /-10) • (�)) HIV cot tsAo New t *I KzeM • <EXfi= Q5l IA, &nit VtS1'IN4 _ 14W ln14 t OVA W l7 ��� it 9 10 w Inre ri 4. _ ('A'f't- d W0161144 Asietaae tics - M t et__ ► M S 1 '4. ig_ 1 M MCFST i klct L IV !Wet IQ M DUCT DETECTOR FIRE DAMPER(S) SMOKE DAMPERS) FIRE RATE ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL COIL /HEAT SECTION FAN SECTION FILTER ACCESS N.T.S. HVAC DESIGN REQUIRE: FILE NAME WALLS ��- REF. LINES YES CEILING COND. LINE SEE PLUMBING DWG. NO PREFAB MTL. FRAME F.F. A/C CLOSET INSTALLATION CONDENSING (11117 CcNCRBIE MAW W/ bXb - Ira/IP7 UAW LOCATION TIME INIT ttI6t BE N6TALLED TO wI tU6TANO 125 MPH 1-1thr tICAN PORCH WINE GENEK?L J-f.Y.A C. NOTE I. The contractor shall furnish all Tabor, material and equipment for a complete I-I.Y.A.C. system In accordance with these drawings. the South Florida Building Godes and the latest edition of the following publications: (a)AN5 139.1 Mechanical Refrigeration (b) NL=PA Pamphlets 30A 4 9l (c) a .MAGNA (d) ASH RAE. 2. All air conditioning ductwork shall be I I/2 Inch standard duty roll reinforced flberglaee with manufactured To printed on the vapor barrier. (tz-6) 3. All exhaust ductwork 'shall bes coda gage galvanized It metal 4. Duct size shown are net free area. 5. All air dev(ces (diffusers, registers and grilles) shall be all aluminum construction, with exposed surface chemically treated to receive paint to match color or AIRGUItE or approved equal. 6. Provide opposed blade dampers at all diffusers and registers. 1. Provides turning vanes and ext all elbows and take offs. Thcrmostate shall be cc :Fbinatlon coolirlg/heatintA with system Cool /Auto/Neat /Off and Fan On/Auto selector switches. 9. Fan coil shall be mounted on a structural steel base with continue strip of Isomode around Its perimeter. Condensing unit shall be anchored to Its bass per manufacturer's specification.. 10. Refrigerant piping shall be copper types 'L'. 3 /4' armaflex insulation shall be provided for suction Tins. 11. Provide nevi filters for an coil before siarting. 'These filters must also be replaced prior to final acceptance by owner. PA6T r) C1L TO ECM (W 4 -4'1 x IL' At&. rata AT EACI4 61JfPO f) AND N'Fv1t7E &OLIO 16OLATION PAO FOR COIQROTION iNIvITER SUCTION LINE A 41A1 =LEX IN&ULAtIGN • VAPOR CU MOUNTING DETAIL N. T. S . CATEGORY MECHANICAL POWER i CONTROL LOCAT ION USE LiCri11D LINE Ui/ INet1LATIGN CON °, UNIT MOUNTING DETAIL ae.4 ,A Cont su►io9 Engineer No Fla 040117 Phone: F 305))5569.04879t Beeper: (305) 368.7514 3400 Cora) Way 8405 Miami. FL 33145 JOSE GONZALEZ, RA. ARCHITEC vRe MANNINO INTERIOR DESIGN OESIGN & CONSTRUCTION 'CONSTRUCTION MANAGEMENT 415N2,114 &I,M rti,)' 33161 X45)191.3036'F0(305)6114044 Date 2 ; -of Scale A $ItcWN Drawn Job Sheet M -I Of ` Sheets TYPE: LD- >yaFwr�'�t MAIN BUS: .a,40 A SERVICE: /s�, 3u! PANEL 'vistict) NEUTRAL: 20o 4 VOLTAGE: /Zo /lic0 ✓ MAIN: 2 /2aa 4 N.G. 8 MOUNTING: su (ALL 20 AMPS, 1 POLE CKTS. EXCEPT AS NOTED) AIC: /o 000 REMARKS li 11 REMARKS wId ti �1 K 69 ? /0575 / 6 ormvA/2 / 1 1 2 r OU N3 / CC)) 8 .0 iWO ? 40 -a--- Or) 3 - .- - +-- -. _4 -.— - - -t-- _. -4F - 44----1e - —4 - •— - -• 24 -• - --♦ - - 44- 1- --- - -`• -41— --• -•- . 4 L (NC L) 50 ? /2oao / a 4 lam) 1 3 7 - 6 8 £Wa;2 Co) /o 4 Alv a 2 a s J L ao / / a /2 mpP //444/-6- fir) 9 - 10 12 - 14 f t% (r) /0 /1 ea0,9 ? .30 I I I 11- 13 ,e'ext'/66.es? /Oe(s) / l5d / 20 /S / t!y) // 6E- 4G0Nt/.4 t') 1a 16 j $t,v.4saseed -) /1 /a /zoo / 20 ' 17 pilrol . 167 /2 /2 /a ' 6 ODD 72' / 20 / 20 19 20 ell.441e4Nite `O ?1 23 - 22 44,U, LiCi/r 41 t") /f A (') / /5 23 26 _ 27 2g �' / /? 1 31 33 13 37 32 V �— : v V + y 5 /a 1 AN!/ //, 2 co 1 34 36 0- eo.(tciet? Cat!) /4t Co') 3 0 2 /2 c} I. U4V-14 , udal) X 3e eiegY C /SHO,G!'/(N) 20 2 '34:4 ya /0 Cu Al ° 2 C //) 1, " 41 40 -- 12 WAce 5pce Site 0 (it/)/2/CN•V CONNECTED LOAD: CSt - Low) CACevcar/ev) FEEDER : / , v ?N0 c t6) FED FROM: /Nig cANco) d!' T 1 14 N 3/ PAWED OM NO. 1144014 CUMPAffT • tsPI Watt. MQ01 0 3)0 . 0011001 1 a N W6A4 1)4 004 \ X49TI[-sIG+ 13 - ---- - +r WA■"MMAlitfv 0 + N OVIteeft KcbM r �) 0 N 'tlr11<c d,, P1ulfylN` 4ki 64) !IP/4r' 1 "1"_ 1N4 144tIvi .1 lA ► ._ X 'x"rJ1J4 -...(' r :4'44 70.14 T De w ' W 1 5T 11 N4 . 1Jr &14 1;14w1' e.wr 014 11 RIA iST t..14 What r4K Mtrs•r i ,.air L ir tCf �Q M i '15 ''1 : `6.tn' 1 M C -1 194 U • PANEL LOAD CALCULATIONS SQUARE FEET OF CONDITION SPACE GENERAL LIGHTING AT ,3 W.S.F. SMALL APPLIANCES CIRCUITS SMALL APPLIANCE LOAD RANGE /OVEN OR COOK TOP DOUBLE OVEN DRYER HOT WATER HEATER SPRINKLER PUMP POOL EQUIPMENT OTHER LIGHTING REFRIGERATOR WASHER DISHWASHER DISPOSAL CEILING FANS GARAGE DOOR OPENER WHIRPOOL CONNECTED LOAD WITHOUT A/C / LOAD FIRST 10000 AT 100% REST 00 le AT 407, A/C LOAD AT 100% • TOTAL AT 240 VOLT = 4`NS_Y . Z00 >tk/r s6Xktcd - rte ELECTRICAL NOTES (EX /912010 ./ ADP //70N) Y 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WI111 THESE DRAWINGS. 2. COMPLY WITH THE N.E.C. AND S.F.B.C. 3. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. 4. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE 13? OTHER TRADES. 6. COORDINATE ALL BOX LOCATION WITH BUILDING ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 8. UNLESS OTHERWISE NOTED, ALL CABLE SHALL BE COPPER. 9. INDOOR CONDUIT SHALL BE EMT. EXCEPT FOR BASEMENT. 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE AND DATA -COMM SYSTEMS. 12. ALL SW3, RECEPTACLES, PANELS AND UGHT FIXTURES SHALL MATCH EXIS11NG ONES, gu ac4 <Alga Conn 1014 Engineer No Ma 040211 P (3Qs 069 -4191 Fax (ION 0001 Beeper (300366-7614 .a�, 14 Ar►.'.14�'�i'+'�'Rk'i+' ^ vrf�' Yi�fffiia .� 1/bAa6.S W- !r.Ya,`i'i!"r ; hY: .... VA 21 8/42 VA 3 450d VA /260641 ✓.ss O ,000 VA X500 ✓A 0 d /009 al c.9.50 ,a /.60O ✓A /.110 VA R YA R YA 127 Y 0 4/a/211.4 /a lai v/ /7.00/4 WO 385::5 1/4 .44,W 3404 Q041 way 4405 Munk Fl. 33143 Sheet rOSR GONZALE , R.A. ArCHT Wit III . - . Q$IGN OI:$ )1 f ON FONS1 RUC TION MANAGEMENT 1 E a 0 d�1 45;4 114s+g 331f 0.S) s t.333s . 7tS ( 5) 892.3Qb4 Date Scale Drawn Job R VI91ONO BY - i Of 1 Sheets 2.784 .437 7/16" (.454) W/MONSANTO INTERLAYER 7/16" (.454) W/DUPONT INTERLAYER V Revisions: klaterial: Drawn By D.B. Revised By: D,6. V 2/16/98 N i e 229/99 Clas Descn'ption: litru4Ana a/ 0.4t, CAckaarm F. Cattior PYV Scale: Addr°33: P.O. BOX 1529 Series/76 SECTS. 2.784 APPROVE) AS COMPLYING WITH THE SOUTH FLORIDA BUiLDING CODE 9 11 DA BY PROD L ROL fri S BUILDING CODE COMPLANCE P.CE ACCLPTAFTE NO. ( l e 2 - ( " 6: pi 'progressive LILA sste ch n o I og y ikno1/44.-.8 551.1rd NA. Cow M.. Sht: ee SECTION VIEWS - HOR1Z. & VERT. of 4 Size: Drawing No.: