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5TfiRUGTURAL. NOTES
<br />REG2U I RED SAFETY O LAZ I NO IN HAZARDOUS LOGATI ONS
<br />(RE: FBC, 2405.2.1)
<br />2405.1 General. Individual glazed areas including glass mirrors in hazardous locations
<br />such as those indicated in 2405.2 shall pass the test requirements of GP50 16-GFR,
<br />Part 1201 or by comparative test shall be proven to produce or least equivalent performances.
<br />Exceptions:
<br />1. Polished wire glass installed in fire doors, fire windows and view panels in fire resistant
<br />walls and hazardous locations in 2405.2.1(3) and 2405.2.1(4) shall comply with ANSI Zci7.l.
<br />2. Approved plastic materials used as glazing In hazardous locations shall comply with ANSI ZQ7.1.
<br />2405.2 Hazardous Locations
<br />2405.2.1 The following shall be considered specific hazardous locations for the purpose
<br />of glazing:
<br />I. Glazin in swinging doors and fixed and sliding panels of sliding
<br />(patio) door assemblies.
<br />2. alozing in doors and walls of enclosures for h t tubs, whirlpools,
<br />saunas, steam rooms, bathtubs, showers trod otn r such facilities
<br />where such aqlazinaq is located 36 inches t�14 mm) or less,
<br />measured ho'rizonCaliy, from a standing or walking surface within
<br />the enclosure and where the bottom edge of the exposed glazing is
<br />less than 60 inches (1524 mm), measured vertically, above such
<br />standing or walking surface.
<br />3. Glazing in an individual fixed or operable panel adjacent to a door
<br />where the nearest vertical ed e is within a 24-inc"h (610 mm)
<br />radius of the door in a closed position and whose bottom edge, is
<br />less than 60 inches (1524 mm) above the floor or walking surface.
<br />Exception:
<br />I. Glazinqq in walls perpendicular to the plane of the door in a closed position in Group R3
<br />or witFiin dwelling units in Group R2 shall be subject to 2405.2.1(4).
<br />4 Glazincql in an Individual fixed or operable panel, other than those
<br />locations described in items 2 and 3 abode, that meets ail of the
<br />following conditions:
<br />4.1 Exposed arep 2 of an individual pane greater than G sq. ft.
<br />(004.m )
<br />4.2 Bottom edge less than 18, inches (457 mm) above the floor.
<br />4.5 Top edge greater than 56 inches N14 mm) above the floor.
<br />4.4 One or more walking surfaces within 36 inches (cT14 mm)
<br />horizontally of the plane of the glazing.
<br />5. All glazing in railings regardless of area or height above a walking
<br />surfaces including structural baluster panels and non structural in -
<br />fills panels.
<br />6. Glazing in walls and fences enclosing indoor and outdoor swimming pools and
<br />spas where the bottom exposed edge of the glazing 19: (1) less than 60 inches
<br />(1525 mm) above the walking surface on the pool side of the lazing, and (2)
<br />the glazing is within 60 inches (1525 mm) horizontally of the Hater's edge of a
<br />swimming pool or spa. This shall apply to single glazing and all panes in
<br />multiple glazing.
<br />I ca
<br />o
<br />1 m
<br />cc
<br />I m
<br />:®
<br />13
<br />sm
<br />x
<br />m
<br />m
<br />GOMPONENT � GLADDINO DESIGN PRESSURE
<br />(120 MPH, 3 SEC. GU5T, 2.1/12 TO 6.61/12 PITCH, EXPOSURE B, IMPORTANGE FACTOR=1)
<br />(PSF)
<br />TRIBUTARY ) AREA
<br />ROOF
<br />WALL
<br />10
<br />14A -50.1
<br />25.G -34.7
<br />20
<br />13.6 -45.4
<br />24.7 -32.4
<br />50
<br />1 LCT -3a.3
<br />23.2 -2cl.3
<br />100
<br />10.5 -34.7
<br />22.0 -26 A
<br />125
<br />10.5 -34 7
<br />213 -262
<br />NOTES: I FOR EFFEGTI VE AREAS OR WIND SPEEDS BETWEEN TH05E GIVEN ABOVE, THE
<br />LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD A5500IATED WITH
<br />THE LOWER EFFEGTIVE AREA.
<br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXP05URE BY
<br />MULTIPLYING BY ADJUSTMENT COEFFIGIENT5 IN TABLE 1606.20 OF THE FLORIDA
<br />BUILDING CODE 2001.
<br />3 PLUS AND MINUS 51CN5 SIGNIFY PRESSURES ACTING TOWARD AND AHAY FROM
<br />THE BUILDING 5URFAGE5.
<br />PREGAST LINTEL
<br />5 A F E C-CRAV I T'i' LOAD TABLE
<br />LEND TH
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />UNFILLED
<br />FILLED
<br />2'-10" (34") PRECAST
<br />2302
<br />6,861
<br />3'-6" (42") PRECAST
<br />2302
<br />6,039
<br />4'-0" (48") PRECAST
<br />2,029
<br />4,657
<br />4'-6" (54") PRECAST
<br />1,624
<br />3,662
<br />5'-4" (64") PRECAST
<br />1,184
<br />3,241
<br />5-10"(64") PRECAST
<br />972
<br />2,718
<br />6'-6" (78") PRECAST
<br />937
<br />2,332
<br />7'-6" (90") PRECAST
<br />767
<br />2,040
<br />9'-4" (112") PRECAST
<br />573
<br />1,529
<br />10'-6" (126") PRECAST
<br />456
<br />1,392
<br />11'-4" (136") PRECAST
<br />445
<br />1,234
<br />12'-0" (144") PRECAST
<br />414
<br />1,140
<br />13'-4" (160") PRECAST
<br />362
<br />1,073
<br />14'-O" (168") PRECAST
<br />338
<br />1,003
<br />14'-8" (1.76") PRE STRESSED
<br />N.R.
<br />1,370
<br />15'-4" 184" PRE STRESSED
<br />N.R.
<br />1,203
<br />17'-4" (206") PRE STRESSED
<br />N.R.
<br />950
<br />19'-4" (232") PRE STRESSED
<br />N.R.
<br />750
<br />21'-4" 252" PRE STRESSED
<br />N.R.
<br />610
<br />22'-0" (264") PRE STRESSED
<br />N.R.
<br />570
<br />24'-0" (288") PRE STRESSED
<br />N.R.
<br />470
<br />- SAFE LOAD VALUES ARE BASED ON MANUFACTURER'S CALCULATIONS.
<br />- PRECAST LINTELS MAY BE SUPPLIED ONLY BY APPROVED
<br />PRECAST MANUFACTURERS. (SEE SECT 4.3)
<br />- FILLED LOAD VALUES ASSUME A MINIMUM 8" CONCRETE FILLED KNOCK -OUT BLOCK ABOVE
<br />THE PRECAST LINTEL AND ONE #5 BAR IN THE LINTEL.
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FBC
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />TiME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />C3
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TiGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />20 ga. PANEL
<br />ANCHOR --%
<br />9 ga. PANEL
<br />REINFORCING
<br />(EVERY OTHER
<br />COURSE) -1
<br />STRIP
<br />1/4' EXPANSION
<br />BOLT (2 PER
<br />ANCHOR)
<br />STRIP
<br />O6' MIN.
<br />LAP SPLICE
<br />W/ REINFORCING
<br />6' MIN. PANEL
<br />LAP SPLICE
<br />SEALANT NOTEi
<br />SEE GLASS BLOCK
<br />INSTALLATION NOTES.
<br />CLASS BLOCK DETAIL
<br />* (110mph FASTEST WIND= 13OMPH, 3 SEC. GUST. FBC TABLE 1606.1.6.1)
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIbGF I INF
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<br />+ + + ++ o
<br />7+++++
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<br />C=1>j
<br />`-RIDGE LINE
<br />120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE 1 120 MPH 3 SECOND GUST EXPOSURE "B" WIND ZONE
<br />8d COMMON NAILS 0 6" O.C. &
<br />+ + 4" O.C. 0 GABLE END WALL OR GABLE TRUSS
<br />+ + .131OX2 1/2" LONG GUNNAIL 0 4" O.C.
<br />.12003" LONG GUNNAIL 0 4" O.G.
<br />.11302" LONG GUNNAIL 0 3" O.C.
<br />.099OX2 1/4" LONG GUNNAIL 0 3" O.C.
<br />8d COMMON NAILS 0 6" O.C. EDGES &
<br />8d COMMON NAILS 0 12" O.C. INTERMEDIATE
<br />.131OX2 1/2" LONG GUNNAIL 0 4" O.C.
<br />EDGES & 8" O.C. INTERMEDIATE
<br />.12003" LONG GUNNAIL 0 4" O.C.
<br />EDGES & 8" O.C. INTERMEDIATE
<br />.11302" LONG GUNNAIL 0 3" O.C. EDGES
<br />(STAGGERED) & 8" O.C. INTERMEDIATE
<br />NOTE. 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WAND SPEED. 0990X2 1/4" LONG GUNNAIL ® 3" O.C.
<br />EDGES & 6" O.C. INTERMEDIATE
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL
<br />BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS
<br />FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST
<br />CONTACT DANSCO ENGINEERING, P.A. FOR ALTERNATE FOR NAILING PATTERN.
<br />❑ SAMUEL A. GREENSERG-c, P.E. #34245
<br />❑ T1-IU`I' H. HUYNH, P.E. 060122
<br />❑ IRUJIN J. SENSON, P.E. #4915&
<br />❑ ALi ABBAS HAKIM, P.E- wo(oi86
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 160ro FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE '15' WIND ZONE (2001 EDITION).
<br />THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE
<br />DATE iT 15 SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />DAN5CO
<br />AoCREATED 01-02-02 ENC-iNEERiNG, f =A.
<br />P.O. 130X 3400 - APOLLO BEACH - FLORIDA - 33512
<br />2 MPH PHONE- (813) 645 0166 FAX- (813) 645 WW
<br />1® ©C ENT ON THIS THESE SPROJECT. ANY REPRODUCTION OR UAND DENS ARE THE JOINT NAUTHORIZED RIZED USE ITY OF DANSCO S PROHIBITED. - 003AND THE
<br />3 SEC. GUST
<br />SEAL LENNAR HOMES
<br />SCALE NOTED D%AUN S.V.
<br />NOTE. IT IS THE BEGINS. DAN COACTORS ENGIINEERIING P.A. ISITY TO REVIEW ALL DRAWINGS ESPONS BLE FOR THE STRUCBTtU�RAL INTEGRITY UC OFTHIS�A"M 1/2/02 TAMPA DIVISION N: /BLOCKS/STD 2001
<br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, ALED�+ /� NOTES
<br />DRAWINGS MUST BE BROUGHTTOBTHE IATTENT10NNG DOF DAN CO ENGINEERING P.AS, AND THESE SIGNED AND . PRIOR TO STr%wC:TURAL NO 1 ES 4 TA15LES
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />DE JOS NO. PM - 502-T
<br />
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