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I I I I 'I V II I 111 iil _. . 1-, " _ _' ° 'I, ! 11111 11 1 1 1 1- - <br />- - -" 111 1 11- -1 'II I _.1_ 11 I11 I JIL! ku_I n l, I I - - -- - . u 1 - -1 1 - I - - 1 -1 1 _I _ 11 1 11" I _ I I I 1 <br />8" <br />SAFE GRAVITY LOADS FOR <br />PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD <br />POUNDS PER LINEAR FOOT <br />MARK <br />NO. <br />LENGTH <br />TYPE <br />SUS <br />8F8-OB <br />8F8-1 B <br />L <br />1 <br />2'-10" <br />(34") <br />PRECAST <br />2231 <br />30693069 <br />L <br />2 <br />2'-8" to <br />3'-6" <br />(42") <br />PRECAST <br />2231 <br />3069 <br />3069 <br />L <br />3 <br />3 -7 to <br />4'-0" <br />(48") <br />PRECAST <br />1966 <br />2561 <br />2693 <br />L <br />4 <br />4 -1 to <br />4'-6" <br />(54") <br />PRECAST <br />1599 <br />1969 <br />2189 <br />L <br />5 <br />4'-7" to <br />5-4" <br />(64") <br />PRECAST <br />1217 <br />1349 <br />1663 <br />L <br />6 <br />5'-5" to <br />5'-10" <br />(70") <br />PRECAST <br />1062 <br />1105 <br />1451 <br />L <br />7 <br />5 -11 to <br />6'-6" <br />(78") <br />PRECAST <br />908 <br />1238 <br />1238 <br />L <br />8 <br />6'-7" to <br />7'-6" <br />(90") <br />PRECAST <br />743 <br />1011 <br />1011 <br />L <br />9 <br />7 -7 to <br />9'-4" <br />(112") <br />PRECAST <br />554 <br />699 <br />752 <br />L <br />10 <br />9'-5" to <br />10'-6" <br />(126") <br />PRECAST <br />475 <br />535 <br />643 <br />DETAIL "B" <br />SAFE LOAD TABLE NOTES <br />1. All values based on minimum 4 inch <br />nominal bearing. <br />Exception: Safe loads for unfilled lintels must <br />be reduced by 20% if bearing length is <br />less than 6 1 /2 inches. <br />2. N.R. = Not Rated <br />3. Safe loads are superimposed allowable loads. <br />4. Safe loads based on grade 40 or grade 60 <br />field rebar. <br />5. One #7 rebar may be substituted for two <br />#5 rebars in 8" lintels only <br />6. The designer may evaluate concentrated <br />loads from the safe load tables by <br />calculating the maximum resisting moment <br />and shear at d-away from face of support. <br />SAFE GRAVITY LOADS FOR 8" PRECAST <br />w/ 2" RECESS DOOR U-LINTELS <br />POUND9P REAR FOO <br />MARK <br />NO. <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />8RF6-1B <br />D 1 <br />3 -8 to <br />4'-4" (52") PRECAST <br />1635 <br />1749 <br />1891 <br />2" RECESS <br />DETAIL "DB" <br />7. For composite lintel heights not shown, <br />use safe load from next lower height shown. <br />8. For lintels lengths not shown, use safe load <br />from next longest length shown <br />9. All safe loads in units of pounds per linear <br />foot <br />10. All safe loads based on simply supported <br />span. <br />11. The number in the the parenthesis <br />indicates the percent reduction for grade 40 <br />field added rebar. <br />Example 7'-6" lintel type 81732-1 B safe <br />gravity load = 6472_ <br />LEGEND <br />HETA20 <br />� (2) HETA24 <br />MATERIALS <br />1. <br />f'c 8" precast lintel = <br />3500 psi <br />2. <br />f'c prestressed lintel = <br />6000 psi <br />3. <br />Grout per ASTM C476 <br />f'g = 3000 <br />psi w/ maximum 3/8 <br />inch <br />aggregate & 8 to 11 <br />inch slump <br />4. <br />Concrete Masonry Units (CMU) per <br />ASTM C90 w/minimum <br />net area <br />compressive strength = <br />1900 psi <br />5. <br />Rebar per ASTM A615 <br />grade 60 <br />6. <br />Prestressing strand per <br />ASTM A416 <br />grade 270 low relaxation <br />7. <br />Mortar per ASTM C270 <br />type M or S <br />GENERAL NOTES <br />1. Provide full mortar bed and head joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural <br />and/or structural documents. <br />4. U-Lintels are manufactured with 5 1 /2" long notches at <br />the ends to accomodate vertical cell reinforcing and grouting. <br />5. Reference the CAST-CRETE Load Deflection Graph brochure <br />for lintel deflection information. <br />6. Bottom field added rebar to be located at the bottom <br />of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the <br />bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel <br />in I,eu of concrete masonry units. <br />9. Safe load rating based on rational design analysis per <br />ACI 318 and ACI 530 <br />10. Product Approvals: Miami -Dade County, Florida Nos. <br />03-0606.05 & 03-0605.04. Florida Certificate of Product <br />Approval number FL158. <br />11. The exterior surface of lintels installed in exterior concrete <br />masonry walls shall have a coating of stucco applied in <br />accordance with ASTM C-296 or other approved coating. <br />12. Lintels loaded simultaneously with vertical (gravity or <br />uplift) and horizontal (lateral) loads should be checked <br />for the combined loading with the following equation: <br />Applied vertical load + Applied horizontal load 1 .0 <br />Safe vertical load Safe horizontal load <br />13. Additional lateral load capacity can be <br />obtained by the designer by providing additional reinforced <br />concrete masonry above the lintel. See detail at right: <br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3 <br />SLOPES 2:12 <br />UP TO 4:12 <br />R905.2.7, <br />1507.2.8 <br />SLOPES 4:12 <br />AND GREATER <br />R905.2.7, <br />1507.2.8 <br />FLASHING SHALL <br />COMPLY WITH <br />R905.2.8 1507.2.9 <br />VALLEYS SHALL <br />COMPLY WITH <br />R9052.8.2 <br />1507.2 9.2 <br />DRIP EDGE SHALL <br />COMPLY WITH <br />RSIM.2.8.2, <br />1507.2.9.3 <br />UPLIFT <br />CONNECTION - SIMPSON STRONG -TIE <br />MASONRY APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />HETA20 <br />1890 <br />335 <br />8-10d X 1-1/2" <br />11473 <br />B <br />(2) HETA24 <br />2365 <br />1350 <br />12-10d X 1-1/2" <br />11473 <br />* CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU. <br />ATTIC VENTILATION CALCULATIONS <br />TOTAL ATTIC AREA = 328 S.F. <br />79 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE <br />79 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT <br />TOTAL SQ IN RIDGE VENT = 138 SQ IN %-0" X 23/LF <br />TOTAL SQ IN SOFFIT VENT = 936 SQ IN '-0" X 13/1_F <br />oll lilt, <br />�N6TON /��/ <br />�O •' Zi <br />No. BOB f <br />!'o• S F : a� <br />7111 <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />G <br />D1 <br />3068 <br />DETAIL "DB" <br />L2 L2 <br />32"X32" 32"X32" <br />DETAIL "B" DETAIL "B" <br />L2 L2 <br />32"X32" 32"X32" <br />DETAIL "B" DETAIL "B" <br />9. 5"X17" L „1 " <br />DETAIL "B" 9.75 X17 <br />DETAIL "B" <br />L1 <br />9.75"X17" <br />DETAIL "B" <br />OPTIONAL: <br />LEAD BOOT FLASHING W/ INTEGRAL <br />FLANGE SET IN PLASTIC ROOF CEMENT <br />VENT STACK SEE PLUMBING FOR <br />SIZE AND LOCATION <br />FLEXIBLE BOOT FLASHING WITH <br />INTEGRAL FLANGE SET IN <br />PLASTIC ROOF CEMENT <br />INSTALL FLANGE OVER <br />METAL ROOF AT BASE <br />L1 <br />9.75"X17" <br />DETAIL "B" <br />PLAN <br />LINTEL T <br />INSTALL METAL ROOF OVER FLANGE <br />AT HEAD <br />STANDING SEAM METAL ROOF <br />NOTES: <br />1. INSTALL IN STRICT ACCORDANCE WITH <br />MANUFACTURERS WRITTEN INSTRUCTIONS. <br />2. APPLY ROOFING CEMENT OR <br />SELF -ADHERING FLASHING OVER FLANGE <br />AT HEAD ONLY. <br />ROOF PENETRA TION <br />FLASHING DETAIL <br />2017 FBC FLASHING <br />APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY <br />OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. <br />SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION <br />PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA <br />800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM <br />C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED <br />MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT <br />THE FOLLOWING LOCATIONS. <br />1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION <br />703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA <br />712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR <br />MORE OF THE FOLLOWING. <br />1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS <br />NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE <br />FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT <br />PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS <br />PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE <br />OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE <br />OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES <br />MORE OF THE FOLLOWING. <br />1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL <br />1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS <br />1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 <br />OR FMA/AAMA/WDMA 400 <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH <br />PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS <br />3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM <br />5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION <br />6. AT WALL AND ROOF INTERSECTIONS <br />7. AT BUILT-IN GUTTERS <br />CITY OF ZEPHYRHILLS <br />POLICE DEPARTMENT <br />6118 8TH STREET <br />ZEPHYRHILLS, FLORIDA <br />D.W. SMITH,M. S. X.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 <br />PHONE:813-469-2289 E-MAIL; dwsflpe@earthlink, net <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhardt@tampabay. rr. com <br />DETAILS <br />SCALE <br />DO NOT SCALE 1 <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />OCT 2019 <br />SHEET OF <br />4 OF 6 <br />JOB NO. <br />ENGINEER LICENCE #53608 <br />CHECKED <br />D.W.S. <br />2019-091 6 <br />