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Home My WebLink About5443 5th StI 1. SPECIFICATION5 1. 1. CONSTRUCTION : 1. 1.1. AGI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. AGI 530/A5GE 5/TM5 402-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. A5TM C210, C416, C210 AND Gq0 SPECIFICATIONS FOR MA50NRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1 qq1 EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. ASTM Gg26 SPECIFICATIONS FOR ARCHITECTURAL FINISH. 1. 1. 6. 2020 FLORIDA BUILDING CODE (A5GE 1.16). 1.2. DESIGN: 1. 2.1. AGI 316-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2.2. AC I 530/A5CE 5/TM5402-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2.3. ASTM SPECIFICATIONS FOR MASONRY STRUCTURES 1. 2. 4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1ggl EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS 1. 2. 6. 2020 FLORIDA BUILDING CODE (A5GE 1-16). 1.3. GEOMETRIC CONTROL: 1. 3. 1. ELEVATIONS ARE BASED ON NAVD 1 q88 1.4. SHOP ORAWING5: 1. 4. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRANING5 WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.4. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 4. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED AND SHALL INCLUDE; DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRAUN6 REQUIREMENTS, LIFTING LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOAD5 DEADLOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PGF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PGF 2. 1. 3. UNIT WEIGHT OF 8" G.M.U. BLOCK: 55 P5F 2. 1. 4. 15T FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNITNEI6HT OF 2x4 PARTITION YVALL5 : b PSF 2. 1. 6. UNIT WW EIGHT OF 2xb BEARING ALLS : 12 PSF 2.1.11. 1. 2ND FLOOR SELF NF16HT : 8 P5F 2. 1. 8. 2ND FLOOR 5UPERIMP05ED LOAD: 20 PSF 2. 1. q. ROOF SELF WEIGHT: 20 PSF 2. 1. 10. ROOF SUPERIMPOSED LOAD: 20 PSF 2. 1. 11. FLOOR TRU55 TOP CHORD MINIMUM 25 PSF BOTTOM CHORD MINIMUM 5 PSF 2. 1. 12. ROOF TRUSS TOP CHORD MINIMUM 10 PSF BOTTOM CHORD MINIMUM 10 P5F 2.2. LIVE LOADS 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 200 P51, 2.2.2. GARA6E LOADS: 50 P5F 2.2.3. CORRIDORS AND BATHROOMS: 80 PSF 2.2.4. PARTITIONED ROOMS 40 PSF 2. 2. 5. BALCONY AND DECKS: 40 P5F 2. 2. 6. STAIRWAYS AND LANDINGS: 100 PSF 2. 2. 1. ROOF: 30 P5F 2.2.8. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF BOTTOM CHORD MINIMUM: 10 PSF 2 2 q• ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD MINIMUM: 0 PSF 2 3 RAILING LOADS: 2. 3. 1 . ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION AND 50 POUNDS/LIN. FT. 2.4. NIND LOA05 : 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE (A5GE 1-16) AND BASED ON NIND SPEED NOTED ON COVER SHEET. 2. 4. 2. UPLIFT VALUES ARE SHONN ON THE DESIGN DRAWINGS OR ON THE TRUSS MANUFACTURER'5 CERTIFIED DRANING5 2.5. THERMALFORCE5: 2. 5. 1. SEASONAL VARIATION FOR DESIGN AND CONSTRUCTION : 10 F MEDIAN TEMPERATURE: 25 F TEMPERATURE RISE: 35 F TEMPERATURE FALL: 2. 5. 2. MEDIAN RELATIVE HUMIDITY: 15 % 2.6. CREEP AND SHRINKAGE : 2. 6. 1. ALL LOSSES IN ACCORDANCE WITH AU 31b-16 2.1. SEISMIC LOADS: 2. T. 1. SEISMIC PERFORMANCE CATEGORY'A' 2. b. DEFLECTIONS: 2. 8. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1 /360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. GENERAL 3. DE516N METHOD 3.3. LOAD FACTOR DESIGN 1' 3.1. THE LOAD FACTOR DESIGN METHOD I NAS USED TO 1. DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. 5ERVIGE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY Y IALL5 AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UP LIFT 3.3. LOAD FACTORS AND COMBINATIONS 3.3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + VIL TOTAL DL + NL 3.3.2. IN THE CASE OF WIND LOADS, AN ALLOWABLE OVER STRESS OF 125 % CAN BE CONSIDERED. 3. 3. 3. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE NOR5T LOAD COMBINATION RESULTING IN THE MAXIMUM 5TRE55E5 PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DE516N ASSUMPTIONS : 3. 4. 1. FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE BEARING CAPACITY AS NOTED ON THE COVER SHEET, ON UNDISTURBED SOIL OR ROCK. 3. 4. 2. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLE55 5HONN OTHERN15E IN THE DESIGN PLANS. 4. MATERIALS 4. 1. REINFORCING STEEL: 4. 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 GRADE 40, N - 40 Ksi 4. 1. 2. REINFORCING LAP SPLICES SHALL BE 40 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE NOTED. 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 5HONN TO THE FACE Of THE CONCRETE, 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD 5TREN&TH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DES16N COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3 C-I-P CONCRETE FXF05ED TO EXTERIOR: 2 C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" PRE STRESSED CONCRETE LINTELS: 1 112" PRE CAST GROUT FILLED LINTELS : 1 1/2" 4. 2. CONCRETE 4.2. 1. G-I-P CONCRETE G-I-P GROUT PRE CAST CONCRETE. LINTELS PRE STRESSED CONCRETE LINTELS MIN.28 I;A*IGN MODULUS STICIT 500 Psi §, 00 Ksl 2,500 Psi 2,500 Ksl 3 000 Psl 400011 5 000 Psi 3,200 Ksi 4.12. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN b"ANDT"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4 2 3 GROUT SHALL CON515T OF PEA ROCK (316" MAXIMUM AGGREGATE) CONCRETE MIX NITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS HILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHONN SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. AFTER EXCAVATION FOR FOUNDATIONS, EXISTING SOILS SHALL BE COMPACTED TO A DEPTH OF 24" MIN. BELON PROPOSED BOTTOM OF FOOTINGS TO A MINIMUM DENSITY OF q5% MODIFIED PROCTOR. UPPER SOILS (NITHIN 8" BELOW SLABS, FOUNDATIONS OR PAVEMENTS) SHALL BE COMPACTED TO A MINIMUM OF q8% MODIFIED PROCTOR. 4.2. 1. FILL MATERIALS BROUGHT ONTO 517E SHALL HAVE ,TARGET MINIMUM DRY DENSITY OF q5 PGF GREATER AND SHALL BE GLEAN OF ALL DEBRIS AiROANIC MATTER. 4.2.8, AFTER COMPACTION, ALL 501LS TO BE COVERED BY FOUNDATIONS, SLABS, OR PAVEMENT NITHIN 5' OF BUILDING SHALL BE TERMITE TREATED IN ACCORDANCE WITH FBG SECTION 1516. MIN. 28 DAY TYPE F'm 1, q00 Psi II F', s 4.3. CONCRETE MA50NRY: 21 4. 3. 1. LOAD BEARING CONCRETE MA50NRY BLOCK MORTAR: ASTM G210 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE A5TM CqO, TYPE II NON-MO15TURE CONTROLLED. 4. 3. 3. ADMIXTURES ARE NOT TO BE ADDED TO THE MORTAR WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm - 1,g00 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4. 3. 6. JOINT REINFORCING SHALL CONSIST OFW "LADDER -TYPE" BY DURO-ALL OR EQUAL WITH ASTM A641, GLASS 1 GALVANIZED COATING. PLACE AT 16" O.G. VERTICALLY, FULLY EMBEDDED IN MORTAR JOINT. LAP 8" MINIMUM AT MASONRY WALL CORNERS AND INTERSECTIONS. PROVIDE FABRICATED ELL5, TEES OR BENDS OF DISCONTINUOUS WIRES TO PROVIDE 3" HOOK AT OUTSIDE OF CORNERS. EMBED REINFORCING b" MINIMUM INTO TIE COLUMNS AT CORNERS AND END W OF ALLS. CONTINUE REINFORCING THROUGH TIE COLUMNS AWAY FROM WALL ENDS (COMMERCIAL APPLICATION ONLY). 4. STRUCTURAL LUMBER: 4. 4. 4. 1. 4. S. MAXIMUM DESIGN VALUES MODULUS ELASTICITY BENDING TENSION SHEAR 1,500 Psi 825 Psi q0 P51 1,600 Ksi 1,200 Psi 650 PSI 110 Psi 1,600 Ksl 1 300 Psi 25 Psi CIO Psi 1,100 Ksl INTERIOR FRAMING 2x(4) EXTERIOR FRAMING 2x(6 AND 8) FLOOR FRAMING 2x(8 AND 10) 4. 4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD P5 1-83 AND SHALL BE APA RATED 5HEATHIN6 EXP 3. 4. 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR HALLS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 1 OR 2. 4. 4. 4. IF 05B BOARD 15 TO BE USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR SECTION PROPERTIES, 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION AND IN CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4. 4. 6. PRESSURE TREATED STRUCTURAL LUMBER 15 NOT TO BE USED FOR ANY INTERIOR FRAMING EXCEPT BELON FLOOD PLANE FOR ANY LUMBER ATTACHED TO CONCRETE 4. 4. 1. WHEN PRE ENGINEERED TRUSSES AND JOISTS ARE GALLED FOR ON THE PLANS THE MANUFACTURER 15 TO SUBMIT SHOP DRANING5 TO THE ENGINEER OF RECORD. FASTENERS AND TIE DOWNS: FASTENERS AND TIE 00NN5 SHALL CON515T OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36 Fy - 36 Ks' ROUND METAL PIPE: ASTM A53, GRADE B Fy - 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy - 46Ksl H16H STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A301 4. 5. 2. SHEET METAL ACCE55ORIE5 SHALL CONFORM TO: ASTM A446 OR ASTM A526 Fy = 33 Ksi KITH Gq0 GALVANIZED COATING IN ACCORDANCE KITH A5TM A525. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOW5 : bd = 0.113", 8d = 0.113", 10d - 0.113", 1 bd = 0.113". 4. 5. 4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION OR USED IN P.T. WOOD ARE TO RECEIVE AN ANTI -CORROSIVE COATING PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY GALLED FOR IN THE PLANS A5 A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. S. T. CONCRETE EMBEDDED'.' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT. GENERAL NOTES 1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE FL, BLDG. CODE AND SHALL FOLLOW ALL LOCAL CODE, RULES, REGULATIONS, AND ORDINANCES. 2. ALL WORK SHALL BE COMPLETED IN A NEAT AND CRAFTSMANLIKE MANNER AND UPON COMPLETION SHALL BE INSPECTED BY THE GENERAL CONTRACTOR AND OWNER PRIOR TO FINAL PAYMENT BEING ISSUED. 3. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THEIR RELATED REFUSE; REFUSE SHALL BE RECYCLED TO THE GREATEST EXTENT POSSIBLE. 4. ALL CONDITIONS, DRAWINGS, DIMENSIONS, ETC. SHALL BE FIRST VERIFIED BY THE GENERAL BLDG CONTRACTOR AND SUB -CONTRACTORS AND OWNER PRIOR TO THE ORDERING OF MATERIALS AND CONSTRUCTION FOR DELETIONS, ERRORS, AND/OR OMISSIONS. FAILURE TO NOTIFY THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY AND CORRECTIVE COSTS. 5. ANY ALTERATION OR DEVIATION FROM THESE PLANS SHALL BE MADE WITH THE COMBINED APPROVAL OF THE OWNER AND THE ARCHITECT. ITEMS NOT APPROVED SHALL RELIEVE THE OWNER AND THE ARCHITECT OF RESPONSIBILITY AND ANY COSTS TO CORRECT THE ALTERATION OR DEVIATION. 6. ALL FOUNDATIONS AND SLABS SHALL BE CONSTRUCTED ON TERMITE -TREATED SOILS THAT ARE UNDISTURBED OR WELL -COMPACTED TO MIN. 95% (MODIFIED PROCTOR TESTING). 7. ALL GLAZING IN WINDOWS AND DOORS SHALL BE IMPACT -RESISTANT GLASS OR PROTECTED. SEE 8. NO SURFACE DRAINAGE SHALL DRAIN ONTO ADJACENT PROPERTIES. 9. GRADE ELEVATIONS SHOWN ARE BASED UPON 1988 NAVD. 10. REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 (fy = 40 KSI), U.O.N. 11. LAP SPLICES FOR REINFORCING STEEL SHALL BE A MINIMUM OF 26" FOR #5 BARS AND 20" FOR #4 BARS (36 BAR DIAMETERS, TYP), 11. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS, UNLESS SHOWN OTHERWISE BY DIMENSIONS ON THE DRAWINGS. 12. PROVIDE THE FOLLOWING COVERAGES ON REINFORCING STEEL IN CONCRETE TYP: a. C-I-P CONCRETE AGAINST EARTH 3" b C-I-P CONCRETE EXPOSED TO WEATHER 2" DRAWING INDEX CODE CONTENT T TITLE PAGE G1 GENERAL SPECIFICATIONS 62 GENERAL SPECIFICATIONS Al FLOOR PLAN A2 ELEVATIONS A3 3D VIEWS S1 FOUNDATION PLAN ROOF FRAMING PLAN S2 S3 DETAILS DETAILS D1 D2 DETAILS D3 DETAILS D4 DETAILS E1 ELECTRICAL PLAN SCOPE OF 1NORK NEW HOME TO BE BUILT bh �j( 2h IR - e e GABLE FLAT ROOF5 HIP 0 `- 7 !ROOFS -!s 4 0 5 O 10 0 20 0�< 7 7 60MP`0NENT5 AND CLADDING PRE55URE ZONES a=4feet e e e T7 - L__ e In r r n e GABLE R001`5 7 0 7S 4 5 I:rT-- 7 *0 < 4� 5 THE CLIENT UNDERSTANDS THAT THE DE5I6NER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES, AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR151NG OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DOCUMENTS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. 1/2"c. C-I-P CONCRETE NOT EXPOSED 1 " d. GROUT -FILLED CMU '/." CODES FLORIDA BUILDING CODE, ALL WORK SHALL CnMPI-Y WITH PREVAILING e. PRE -STRESSED CONCRETE LINTELS 1 ' NATIONAL ELECTRIC CODE, 1/2"f. PRE -CAST GROUT -FILLED LINTELS 1 1/2" AND THE CITY OF 21=PWRI'IIuL0 ORDINANCES 12 IEW I CODE INFORMATION OCCUPANCY CLA551FICATION: 51N67LE FAMILY HOME TYPE OF CONSTRUCTION: V - UNPROTECTED, UN -SPRINKLER APPLICABLE CODES 1th EDITION (2020) FLORIDA BUILDING CODE lth EDITION (2020) FLORIDA BUILDING CODE - RE51DENTIAL lth EDITION (2020) FLORIDA BUILDING CODE - MECHANICAL 7th EDITION (2020) FLORIDA BUILDING CODE - PLUMBING lth EDITION (2020) FLORIDA BUILDING CODE - EX15TING 7th EDITION (2020) FLORIDA BUILDING CODE - FUEL, 6A5 7th EDITION (2020) FLORIDA BUILDING CODE - ACCE551BILITY 7th EDITION (2020) FLORIDA BUILDING CODE - ENERGY CONSERVATION lth EDITION (2020) FLORIDA FIRE PREVENTION CODE 2011 NATIONAL ELECTRICAL CODE ALL WITH APPLICABLE LOCAL AND 5TATE AMENDMENTS AND MODIFICATIONS BUILDING DE51GN DATA: TH15 STRUCTURE HA5 BEEN DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020.1tH EDITION. R15K CATEGORY II R15K IMPORTANTANCE FACTOR 1.0 ULTIMATE DESIGN WIND 5PEED (3-5EC GU5T - Vult) 145 mph NOMINAL DESIGN WIND 5PEED (Va5d) 116 mph DO WIND-BORNE DEBR15 PROV15ON5 APPLY YE5 DIRECTIONALITY FACTOR 0.55 WIND EXP05URE/5URFAGE ROUGHNE55 CATEGORY B EXP05URE CLA551FIGATION B INTERNAL PRE55URE COEFFICIENT 0.18 SNOW LOADS N/A HEIGHT & EXP05URE ADJU5TMENT COEFF: 1.00(max.30') [-STRUCTURAL 0E51GN CRITERIA DE5167N FLOOR LIVE LOAD - UNIFORM LOADING = 40 P5F DE5167N FLOOR LIVE LOAD - CONCENTRATED LOADING (4 5a IN) = 300 LB5 DE51ON LIVE LOAD - GAR PORT/DRIVEWAY = 200 P5F DE516N ROOF LIVE LOAD - UNIFORM LOADING = 20 P5F DESIGN LOAD -BEARING VALUE FOR 501L5 (FOUNDATION5) = 2000 P5F DE5167N WIND LOADS - DOOR5, WINOOW5,COMPONENT AND CLADDING DE516N5 ZONE PRE55URE5 (P5F) P051TIVE NEGATIVE HIP ROOF -5LOPE (20",-21") VULT (ZONE 1) +13.1 P.5.F. -20.5 P.5.F. 2e.2r,& 3 13.1 P.5.F. -35.5 P.5.F. GABLE ROOF - 5LOPE (20--27") 1 & 2a +15 1 P.5.F. -34.6 P.5.F. 2n, 2r & 3e + 18.1 P.5.F. -55.2 P.5.F. 3r +15.1 P.5.F. -55.4 P.S.F. WALL5 4 +24.3 P.5.F. -26.3 P.5.F. 5 +24.3 P.5.F. - 32.5 P.5.F. ADJUSTED FOR EXP05URE AND HEIGHT h= 26FT. a= 4 FT. SQUARE FOOTAGES LIVING AREA = 1,598 S.F. GARAGE = 418 S.F. FRONT PORCH = 30 S.F. BACK PORCH = 187 S.F. NEW TOTAL = 2,233 S.F. ti } ^� > q INJ: 10JS.,t4t.1dt �K2rvervlew.odluvl,Bnnea U ° ;2� Mow4dlen, PE, Mou, dw, PE, emaild,oi-nwnd n®9 men.cm Dee;2022.11,0512:48:33 q ^O q V C J V E-Z v� L W W q Lq U :zz t �l [may O O rr^� Ln � q q U � w O cO rV_ I WMSz �W N Q W W ue Ln 4 _A Ln 4 -1 m M rn O J 00 00 Lu LL _ rn Q -4 m rA 0c) LnLn 11 �_ Q 00 1- a LL 'i J > W Ln z 0 „ Ld Uo Zo OZ U< 0 SHEET TITLE TITLE JOB No. 221-22 DATE: 10/29/2020 SHEET No. T APPRnVFO PRn01 JnT LIST PRODUCT CATEGORY 5UB-CATEGORY MANUFACTURER STATE OF FLORIDA APPROVAL NUMBER STRUCTURAL COMPONENT CONCRETE LINTEL CAST CRETE FL156.1 ROOFING SHINGLE GAF MATERIALS CORPORATION FL10124.1 CLADDING VINYL SOFFIT 05 AMERICAN CONSTRUCTION METALS FL1201q.1 ROOFING UNDERLAYMENT GAF MATERIAL CORP FL10626.1 ROOFING RIDGE VENT SOUTH EASTERN METAL MFG. CO. FL16gg4.2 5EE PAGE Al FOR KNDON AND DOOR APPROVAL CODES 1. DIMEN51ONED LUMBER SHALL BE DRE55ED 545, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURE65 ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. LUMBER GRADES OR BETTER, WITH SINGLE MEMBER (UNFACTORED) 5TRE55E5 AS FOLLOWS: Fv - q0 PSI Fc = 1.450 P51 E = 1,600,000 P51 1 q% MAXIMUM M015TURE CONTENT B. ALL FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER U.N.O. C. INTERIOR LOAD BEARING (IF APPLICIBLE) YVALL5 SPACED AT 1611 OG AND LE55 THAN &'-0 IN HEIGHT SHALL BE STUD GRADE, 5PRUGE-PINE-FIR OR BETTER. D. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. STUDS SHALL BE AT 24" O.G. WITH P.T. BOTTOM PLATE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED. 5. PRE55URE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.5. 11-W-511 AND BEAR THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6. PLYWOOD FOR ROOF AND WALL5 SHALL BE 1/16" (MIN.) APA RATED SHEATHING EXTERIOR GLUE. ALL ROOF 5HEATHING TO INSTALLED WITH PLYCLIP5 (MAXIMUM 24" O/C). (SEE PLANS FOR SHEATHING THICKNESSES.) 1. ROOF 5HEETING SHALL BE NAILED AS PER DETAIL ON PAGE (5) 6. WALL 5HEETING SHALL BE NAILED WITH bd COMMONS @ 4" OG AT EDGE AND 12" OG INTERMEDIATE HARDBOARD LAP SIDING OVER 5HEETING NAILED SHALL BE 10d GALV. WITH MIN. HEAD VIA. OF 0.240 INCH 5TAGGARD @ 16" OC TOP & BOTT. q. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 @ MID -HEIGHT, AND 5HEATHING JOINT. BRACE GABLE END WALLS AT 4'-0 OG WHERE WALL FRAMING 15 NOT CONTINUOUS FORM FOUNDATION TO ROOF, OR AS 5HOWN ON DRAY4ING5. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXP05ED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY 51MP50N STRONG TIE CO., HUGHES MANUFACTURING, OR EQUIVALENT. SUBMIT GUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. SECTION R311 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY R.311.1 Location required. Protection of wood and wood based products from decay shall be provided in the following locations by the use of naturally durable wood on wood that Is preservative -treated in accordance with AWPA UI for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of AWPA UI. 1. Wood joist or the bottom of wood structural floor when closer than 18 Inches (451 mm) or wood girders when closer than 12 Inches (305 mm) to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. all wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 Inches (203 mm) from the exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4. The end of wood girders entering exterior masonry or concrete walls having clearances of less than 1/2 inch (12.1 mm) on tops, sides and ends. 5. Wood siding, sheathing and wall framing on the exterior of a building having clearance of less than 6 inches(152 mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather. 6. Wood structural members supporting moisture -permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floor or roofs by an Impervious moister barrier. 1. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls bellow grade except where an approved vapor retarded Is applied between the wall and the furring strips or framing members. R311.1.1 FIELD TREATMENT. Field -cut ends, notches and drilled holes of preservative -treated wood shall treated in the field in accordance with AWPA M4. R311.1.2 GROUND CONTACT. All wood in contact with the ground, embedded In concrete in direct contact with the ground or embedded in concrete exposed to weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood suitable for ground contact use, except untreated wood may be used where entirely below groundwater level or continuously submerged in fresh water. R311.1.3 GEOGRAPHICAL AREAS. In geographical areas where experience has demonstrated a specific need, approved naturally or pressure -preservative -treated wood shall be used for those portions of wood members that form the structural supports of buildings, balconies, porches or similar permanent building appurtenances when those members are exposed to the weather without adequate protection from a roof, eave, overhang or other covering that would prevent moisture or water accumulation on the surface or at joints between members. Depending on local experience, such members may include: 1. Horizontal members such as girders, joist and decking 2. Vertical members such as post, poles and columns. 3. Both horizontal and vertical members. R311.1.4 wood columns. Wood columns shall be approved wood of natural decay resistance or approved pressure -preservative -treated wood. EXCEPTIONS: 1. Columns exposed to weather or in basements When supported by concreted piers or metal Pedestals projecting 1 inch (152 mm) above a Concrete floor or 6 inches (152 mm) above Exposed earth and the earth is covered by an Approved impervious moisture barrier. 2. Columns in enclosed crawl space or unexcavated areas located within the periphery of the building when supported by a concreted pier or metal pedestal at a height more than 8 inches (203 mm) from exposed earth and the earth is covered by an impervious moister barrier. R.317.5 Fasteners and connector in contact with preserva -tive-treated and fire -retardant -treated wood. Fasteners and connectors in contact with preservative -treated wood and flre-retardant-treated wood shall be in accordance with this section. The coating weights for zinc -coated fasteners shall be in accordance with A5TM A 153. R.317.3.1 Fasteners for preservative -treated wood. Fasteners for preservative -treated wood shall be of hot dipped zinc -coated galvanized, stainless steel, silicon bronze or copper. Coating types and weights for connectors in contact preservative -treated wood shall be in accordance with the connector manufacturer's recommendations. In the absence of manufacturer's recommendations, a minimum of A5TM A 653 type G155 zinc -coated galvanized steel, or equivalent, shall be used. 1. One -half -inch (12.1 mm) diameter or greater steel bolts. 2. Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc coated steel with coating weights in accordance with A5TM B 05, Class 55 minimum. R.311.3.2 Fastenings for wood foundations. Fastening for wood foundations shall be as required in AF&PA PWF. R.311.3.3 Fasteners for fire -retardant -treated wood used in exterior applications or wet or damp locations. Fasteners for fire -retardant -treated wood used in exterior applications R.311.3.2 Fastenings for wood foundations. Fastening for wood foundations shall be as required in AF&PA PWF. R.311.3.3 Fasteners for flre-retardant-treated wood used in exterior applications or wet or damp locations. Fasteners for flre-retardant-treated wood used in exterior applications or wet or damp locations shall be of hot dipped zinc -coated galvanized, stainless steel, silicon, bronze or copper. Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc coated steel with coating weights in accordance with ASTM B 695, Glass 55 minimum. R.311.3.4 Fasteners for flre-retardant-treated wood used In Interior applications. Fasteners for flre-retardant-treated wood used in Interior location shall be in accordance with the manufacturer's recommendations. In the absence of manufacturer's recommendations, Section R311.3.3 shall apply. R311.4 Wood/Plastic composites. Wood plastic composites used in exterior deck boards, stairs treads, handrails and guardrail system shall bear a label Indicating the required proformance level and demostrating compliance with the provisions of A5TM 01032. SECTION R315 PROTECTION AGAINST TERMITES R318.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventive treatment to new construction. See Section 202. REGI5TERED TERMITICIDE5. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: "The building has recieved a complete treatment for the prevention of subterranean termites. Treatment Is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Service." R316.1.1 If soil treatment used subterranean termites prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, backfilling, and compaction is complete R318.1.2 If soil treatment is used for subterranean termites prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, Including spaced boxed or formed. R318.1.3 If soil treatment Is used for subterranean termites prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains, or any other purpose shall be created by using plastic or metal permanently placed forms of sufficent depth to eliminate any planned soil disturbance after initial chemical soil treatment. R315.1.4 If soil treatment is used for subterranean termites prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor Is poured, shall be done in such a manner as to avoid penetrating or disturbing treated soil. R318.1.5 If soil treatment is used for subterranean termites prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R316.1.6 If soil treatment is used for subterranean termites prevention, chemical soil treatment shall also be applied under all exterior concrete or grade within 1 foot (305mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, Including initial landscaping and irrigation/sprinklers installation. Any soil disturbance after the chemical vertical barrier is applied shall be promptly retreated. R318.1.1 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention. Section R316.1.1 through Section R315.1.6 do not apply; however, a signed contract assuring the installation, maintenance, and monitoring of the baiting system for a minimum of five years from the issue of the Certificate of Occupancy shell be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute R315.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections R316.1.1 through R318.1.6 do not apply. Application of the wood termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R315.2 Penetration. Protective sleeves around piping penetration concrete slab -on -grade floors shall not be of cell u lose-containg material. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch (0.25 mm)n and be sealed within the slab using a non -corrosive clamping device to eliminate the annular space between pipe and sleeve. No termiticide shall be applied Inside the sleeve. R318.3 Cleaning. Cells and cavities in masonry unites air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all non -preservative treated or non -naturally durable wood, or other cellulose -containing material prior to concrete placement. Exception: Inorganic material manufactured for closing cells In foundation concrete masonry unit construction or clean earth fill placed in concrete masonry unit voids below slab level before termite treatment is performed. R318.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone or other veneer which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold joint shall be used without supplemental treatment in the foundation unless there Is an approved physical barrier. An approved physical barrier shall be also be Installed from below the wall sill plate or first block course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall in accordance with AC1530/A5CE5/TM5 402, provide at least a 6 inch (152mm) clear inspection space of the foundation sidewall exterior exist between the veneer and the top of any soil, sod, mulch, or other organic landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or adjoining the structure. R316.5 Foam plastic protection. In areas where the probability of termite infestation Is "very heavy" as indicated in Figure R301.2(b), extruded and expanded polystyrene, polyisocyan u rate and other foam plastics shall not be installed on the exterior face or under interior or exterior foundation walls or slab foundation located below grade. The clearance between foam plastics installed above grade and exposed earth shall be at least 6 inch (152mm). EXCEPTIONS: 1. Building where the structural members of the walls, floors, ceilings, and roofs are entirely of noncombustible material or pressure - preservative -treated wood. 2. When in addition to the requirements of Section R316.1, an appoved method of protecting the foam plastics and structure from subterranean termites damage is used. 3. On the interior side of basement walls. R318.6 Protection against decay and termites. Condensate lines, Irrigation/ sprinkler system risers for spray heads, and roof downspouts shall discharge at least 1 foot (305mm) away from the structure sidewalis, whether by underground piping, tail extensions, or splash blocks. Gutter with downspouts are required on all buildings with eaves of less than 6 inch (152mm) horizontal projection except for gable end rakes or on a roof above another roof. R318.1 Preparation of building site and removal of debris. R318.1.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R316.1.2 The foundation and the area encompassed within 1 foot (305mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign materials removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R318.1.3 After all work Is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305mm) thereof. All wood forms and supports shall be completely removed. This Includes, buy is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under any building. NAILING SCHEDULE CONNECTION CONNECTION CONNECTION J015T TO BAND JOIST -FACE NAIL ibd COMMON 3 JOIST TO SILL OR GIRDER -TOE NAIL 8d COMMON 3 BRIDGING TO J015T-TOE NAIL EACH END 8d COMMON 2 LEDGER STRIP 16d COMMON 3 ® EACH JOIST 1 Xb 5UB-FLOOR OR LESS TO EACH JOIST FACE NAIL 8d COMMON 2 OVER 1X6 SUB- FLOOR TO EACH JOIST 8d COMMON 3 2" 5UB-FLOOR TO JOIST OR GIRDER 16d COMMON 2 SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 1bd COMMON 16" O.G. TOP OR 50LE PLATE TO STUD -END NAILED ibd COMMON 2 STUD TO SOLE PLATE -TOE NAILED 8d COMMON 4 DOUBLE STUDS -FACE NAIL 10d COMMON 24" O.G. DOUBLE TOP PLATES -FACE NAIL 10d COMMON TOP PLATE5,LAP & INTERSECTIONS,FACE NAIL (2) 16d OR (3) 10d COMMON CONTINUOUS HEADER, (2) PIECES 16d COMMON 16" O.G. ALONG EACH EDGE CEILING JOIST TO TOP PLATE,TOE NAIL 8d COMMON 3 CONTINUOUS HEADER TO 5TUD,TOE NAIL Bd COMMON 3 GLG. JOIST, LAPS OVER PARTITION, FACE NAIL (3) 16d OR (4) 10d COMMON GLG. JOIST TO PARALLEL RAFTERS, FACE NAIL (3) 16d OR (4) 10d COMMON RAFTER TO PL.ATE,TOE NAIL 8d COMMON 3 1" BRACE TO EACH STUD AND PLATE,FACE NAIL 8d COMMON 2 1X8 SHEATHING OR LESS TO EACH BEARING FAr-F NAIL 8d COMMON 2 OVER 1X8 SHEATHING TO AEGH BEARING FA E NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 224" O.G. BUILT-UP GIRDERS AND BEAMS OF (3) MEMBERS 20d COMMON 7 ENDS AND TOPAGH 5POGA AND STAGGERED (2) 2' PLANKS 1bd COMMON (2) AT EACH BEARING STUDS TO SOLE PLATE,END NAIL 16d COMMON (2) AT EACH END WOOD 5TRUCTUAL PANEL AND PARTICALBOARD SUBFLOORING (SEE NOTE #5) 15/32',1/2 bd GOMMON,ANNULAR OR SPIRAL THREAD 6"O.C. EDGES & 12" O.G. INTERMEDIATE 1 W37,3/4" 8d COMMON OR bd ANNULAR,OR SPIRAL THREAD b"O.G. EDGES & 12" O.G. INTERMEDIATE 1",1-1/8" 10d COMMON OR 8d ANNULAR,OR SPIRAL THREAD 6"O.C. EDGES & b"O.G. INTERMEDIATE 15/52",1/2 4" O.G. EDGES & 7" O.G. INTERMEDIATE WOOD STRUCTURAL PANEL AND PARTICALBOARD ROOF & Y IAL.L SHEATHING 112" OR LESS 8d RIN65HANK 4"O.C. EDGES & 6" O.G. INTERMEDIATE 9/32" OR GREATER 8d RINGSHANK 4"O.G. EDGES & 6" O.G. INTERMEDIATE 5/16"-V2" 4" O.G. EDGES & 8" O.G. INTERMEDIATE 19/32%514" 2" O.G. EDGES & 5" O.G. INTERMEDIATE 1/2" PLYWOOD SHEATHING' 1-1/2" GALV.ROOFING NAIL OR 8d RIN65HANK 4"O.C. EDGES & 6" O.G. OTHER BEARING 1/16" 055 SHEATHING' 1-5/4" GALV.ROOFING OR 6d RIN65HANK 4"O.G. EDGES & 6" O.G. OTHER BEARING 1/2" GYPSUM SHEATHING 11 GA. 1.1/2 GALV. VWl/16" HEAD 4"O.C. EDGES & 6" O.G. OTHER BEARING 5/8" GYPSUM SHEATHING 11 GA. 1.3/4" GALV. YW7/16" HEAD 4"O.C. EDGES & b" O.G. OTHER BEARING 1/2" GYPSUM WALLBOARD 1-3/5" DRYWALL NAIL^ T'O.C. CEILINGS, 8 O.C. YJALLS 5/8" GYPSUM WALLBOARD 1-1/2" DRYWALL NAIL OR bd COMMON 7-O.C. CEILINGS, & O.G. Y4ALL5 Slit"-1/2" PARTICALBOARD SIDING T 6d COMMON (SEE NOTE#2) 5/6" PARTICALBOARD SIDING (SEE NOTE#3) bd (SEE NOTE #2) 314" PARTIGALBOARD 51DING(5EE NOTE#4) bd (SEE NOTE #2) HARDBOARD LAP SIDING DIRECT TO STUDS d (SEE NpATE #6W).R 51ONNHf&TANT W/0.113" 16" D.G. TOP & BOTTOM EDGES HARDBOARD LAP SIDING OVER SHEATHING A.MI NANK8.240" DIA.IMIN RESISTANT W/0.113" 16" O.G. TOP & BOTTOM EDGES HARDBOARD PANEL SIDING DIRECT TO STUDSId �5EM1E SHANK- 40" DI,(1MINR 1^1TRNT YJ/0.113" 5 PP T$DGES & 12" O.G.®INTERMEDIATE HARDBOARD PANEL SIDING OVER SHEATHING (SEENOTE #6YOR O IO NRESISSTANT "0.113" A. MIN. SHANK s 2 &0.6 GES & 12" O.C.Q INTERMEDIATE YYIIYUVYY UNI I YYIU I1'1 ,. HEADER FASTENER SPACING 6.. xr YP 'V FASTENER Q EACH HEADER FASTENER r Z 1/4" TRAPCON ® 12" O.C- CORNER (TYP)-b TOTAL L 0. r L LU LLl � X FW- a < L t4i. m 1/4" TAPGON @ 12" O.G. FOR MARK A & 5 %%UMASONRY KNOOW OPENING INSTALL TAPGON SCREP45 THRU WIND FRAMEAND BUCK STRIP TO MASONRY w/ 1"' 4 OR EQ, FLAT HEAD TAPCON 9GREW5 1' EMBEDMENT (MIN.) INTO MASONRY &, CONTINUOUS STRIP OF ADHE51YE 5EALAN REFER TO MANUFACTURING RECOMMENDATIONS TYPE, SIZE AND SPACING USE URETHANE SEALANT TO SEAL JOINTS. 0 MASONRY BLOCK %%UWINDOYN1 TO MA5ONRY ATTACHMENT DETAIL O voq Q � O rv)Lnw i � o c � WgOc wo.�° ti C4 tl Cn tl V W a v UO � �. � O � M (� � O W � � O W ti W Uqc', U � w � O � U W � 71� W � O [O V rn NW 0 w U J Ln rH In ,-I 91 C) rnm00 -Jo Lll � tA Lu � 00 r^ Via= 00 1- a I _ - U U W1 _J Lvl IJ> z .. )lD it LLJ 1 - III �III 0v z_ li, Qd � v o I' �I i1 SHEET TITLE GENERAL SPECIFICA TIONS JOB No. 221-22 DATE: 10/29/2020 SHEET No. I 10' MIN. easured from dge of Trunk 1 ra"Hnrhtlinn Inrcn: Hl ph D m t, PoryANylerre Ferc.np ¢11" 3S' ¢ 1,5' ouerr�npa rnrnr ora„ge. ru,�n n. Arun h, stnnr nr wnm Pooh Ir"Mnal .1 ear• ate, i yp. A' tilml a WOM Poch or gppmvM Fpual .E RJrA Layer C1 y Aw Try. (CumlwM+a a Cl111.) reJ Oltnrl (No MuhJr rexr Trura) Marislr, Gi¢4rq NUW ral Gr —Ilv Tree RAmtlm farce UNa¢ Oarerwlne Intll<.IM m mn R.ne Ty, I Nml Pnrrvnpm mnel-11 AW Ill 519MArEp; moot bn t:rnnn, tiavae0 Cola (npl lappna. hayna, nd.l PalOmvM War A Hay0.arv" a M—.M—.DT. Rorer nr M apuN Mulu—menl„ Try, SLUMAL' TREE PROTECTION FOR MEDIUM ORNAMENTAL. SHADE AND CONIFER TREE 5al-4-111 SECTION VIEW TREE PROTECTION FOR GRAND TREE 20'MIN. Measured from Edge of Trunk SCALE 1" = 10'-0" PROPERTY ADDRESS: 5443 5TH STREET, ZEPHYRHILLS, FL 33542 ( FOLIO NO. 11-26-21-0010-09200-0010 ) DESCRIPTION: LOTS 1 AND 2 OF BLOCK 92 OF "CITY OF ZEPHYRHILLS (FORMERLY TOWN OF ZEPHYRHILLS)", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1 AT PAGE 54 OF THE PUBLIC RECORDS OF PASCO COUNTY FLORIDA. FLOOD ZONE INFORMATION: COMMUNITY: CITY OF ZEPHYRHILLS - 120235 MAP/PANEL NO. 12101C0456F SUFFIX: F FIRM DATE: 09/26/2014 FLOOD ZONE: AE + 82.4' BENCH MARK: GPS - NAIL ELEVATION: 82.24 FEET (NAVD88) JRMAL TREE BARRICADE tree Protection fence: 6'-8" hgt. Chain link fence sections in Metal Frame sections; mount with Stanchions or Steel posts on Movable Core Drilled Concrete Blocks, Installed at 8' on center. 2" x 8' Steel Posts or Approved Equal 3" Thick Layer of Mulch, Typ. (Eucalyptus or City Approved Equivalent); no closer than 1' from trunk. Mantain Existing Natural Grade with the Tree Protection Fence Unless Otherwise Indicated on the Plans, Typ. Root Pruning must meet ANSI A300 Standards; must be Clean, Severed Cuts (not jagged, frayed, ect.) Performed with a Hand -saw or Dosko Root Pruner or Approved Equal Equipment., Typ. z F.F.E.= RE5IDENC, ELEV= +83.74' cr F.F.E.= GARAGE i IL ELEV= +83.41' PROP05E NE1N RESIDENCE WPLNFI=>r=N/)" I tLtV= +6J-74' � m t\ w Lr1 'i _1 (D_IU)4 Q 1 M ny 00M 00 w 00 00 CL U rn _V > ry lIi � Zz V � w LLJ C) Q O Q z � 0 Vo 0 SHEET TITLE Site Plan JOB No. 221-22 DATE: 10/29/2020 SECTION B-13 Hrs �� 4 "Oz•PE SECTION A -A SHEET No. El THE5E PLANS SHOULD COMPLY WITH THE 2020 FLORIDA BUILDING CODE 1TH EDITION (A5GE 1-16) FOR 150 MPH WIND VATRI'a 609 AND 1603.1 METAL FASTENER 50HEOULE LOCATION MANUFACT. & MODEL NOTES CONNECTION OF WALL STUD TO 51MP50N #H2-5(415# UPLIFT) 6W"tBA5E PLATE SIMPSON #H10(g05# UPLIFT) INSTALL PER MANUF. 51MP50N #LT512(1440# UPLIFT) 5PEG5. CONNECTION OF WALL STUD TO 51MP50N #C51 b (4g50# UPLIFT) DORlQ81! IEOP 51MP50N #HTT22 (10500# UPLIFT) INSTALL PER MANUF. PLATE SPECS. SIMPSON #MT5M20(860# UPLIFT) START INSTALLATION Q 8" FROM EACH SINGLE WOOD BASE PLATE TO CONCRETE SIMP50N #META20(1500# UPLIFT) FLOG 51MP50N #HETAL20(18g0# UPLIFT) END,THEN 32" R. O.G. SIMPSON #L672(2150# UPLIFT) WOOD TRUSSES TO CONCRETE 51MP50N #THA222-2(2150# UPLIFT) INSTALL PER MANUF. LINTEL SIMPSON #HTT22(5250# UPLIFT) SPECS. 51MP50N #H4(360# UPLIFT) WOOD TRUSS TO SINGLE TOP PLATE ON FRAME BEARING STUD WALL SIMPSON #H2.5A(3g0# UPLIFT) INSTALL PER MANUF. 51MP50N #H3(455# UPLIFT) SPECS. WOOD TRUSS TO DOUBLE TOP PLATE ON SIMP50N #H2.5A(830# UPLIFT) FRAME BEARING STUD WALL SIMP50N #H10(lg80# UPLIFT) INSTALL PER MANUF. 51MP50N #HGP2(605# UPLIFT) SPECS. 51MP50N #MT512(840# UPLIFT) I -JOIST TO WALL 51MP50N #HB(620# UPLIFT) FRAMING 51MP50N #MT520(640# UPLIFT) INSTALL PER MANUF. SPECS. I-JO15T TO MASONRY/ SIMP50N #MTSM16(840# UPLIFT) CONCRETE SIMPSON #MT5M20(840# UPLIFT) INSTALL PER MANUF. 51MP50N #HETA20(1240# UPLIFT) SPECS. TRU55/RAFTER TO STUD SIMPSON #H2(335# UPLIFT) SIMPSON #LT512(720# UPLIFT) IL PER MANUF. INSTALL 51MF50N #LGT2(2050# UPLIFT) PEG S. TOP PLATES TO STUD 51MP50N #H2.5(415# UPLIFT) SIMPSON #Hb(950# UPLIFT) INSTALL PER MANUF. 51MP50N #5P4(135# UPLIFT) SPECS. SIMPSON #MT512(b40# UPLIFT) BIMP50N #SP2(890# UPLIFT) STUD TO BAND SIMPSON #L5TA18(145# UPLIFT) INSTALL PER MANUF. JOIST 5PEG5. STUD 70 SIMPSON #C520(1005# UPLIFT) STUD SIMPSON #C518(1210# UPLIFT) INSTAL PER MANUF. L SIMP50N #M5TA36(1015# UPLIFT) SPECS. FLOOR TO MASONARY/ SIMPSON #HETA20(18g0# UPLIFT) CONCRETE SIMPSON #HTT22(5250# UPLIFT) INSTALL PER MANUF. SPECS. STUD TO SILL PLATE 51MP50N #H4(360# UPLIFT) SIMP50N #H2.5(400# UPLIFT) INSTALL PER MANUF. 51MP50N #55P(420# UPLIFT) 5PEG5. 51MP50N #5P1(585# UPLIFT) SIMPSON #5P4(135# UPLIFT) SILL PLATE TO 51MP50N #MA515(565# UPLIFT) FOUNATION SIMP50N #MAS(1005# UPLIFT) I INSTALL L PER MANUF. 51MF50N #MA5(3 1/2" ANCHOR PEG S. PILE/GIRDER TO SIMPSON #MT512(b40# UPLIFT) WALL 51MP50N #G516(1650# UPLIFT) INSTALL PER MANUF. 51MP50N #GM5T12(3135# UPLIFT) SPECS. HEADER SIMP50N #L5TA12(155# UPLIFT) ANCHORAGE 51MPSON #G516(1055# UPLIFT) INSTALL PER MANUF. SIMPSON #L5TA18(1055# UPLIFT) 5PEG5. 51MP50N #L5TA21(1205# UPLIFT) POST AND COLUMN SIMP50N #PG44(1410# UPLIFT) GAPS 51MP50N #CCQ445D52.5(5680# UPLIFT) INSTALL PER MANUF. 51MP50N #GCQ465D52.5(5g55# UPLIFT) SPECS. 51MP50N #LGE4(1800# UPLIFT) 51MP50N #CGQ66SD52.5(5955# UPLIFT) POST AND COLUMN SIMPSON #ABU44(2200# UPLIFT) BASE 51MP50N #HTT22(5250# UPLIFT) INSTALL PER MANUF. SIMP50N #GBSQ44-5D52(5335# UPLIFT) SPECS. SIMPSON #ABU66(2300# UPLIFT) 51MP50N #C5506b-SD52(5110# UPLIFT) GABLE ENDWALL 51MP50N #HETA20(18g0# UPLIFT) 51MP50N #HGA10(435# UPLIFT) I INSTALL PER MANUF. SPECS. SHEARWALL HOLDOWNS SIMPSON #HTT16(3480# UPLIFT) INSTALL PER MANUF. SIMPSON #HTT22(5250# UPLIFT) SPECS. NOTES: 'FIBERBOARD SHEATHING MAY BE STAPLED USING 16 GA. GALV. 5TAPLE5 1-1/5" LONG FOR 1/2" SHEATHING AND 1-1/2" LONG FOR 25/32" 5HEATHING. 5TAPLE5 TO HAVE MINIMUM GROWN OF 1/16" AND SPACED 3" O.G. AT EDGES AND 6" O.G. AT OTHER BEARING. "' DRYWALL NAILS CONFORM TO ASTMG 154 1. SIDING APPLIED TO 5/5" PLYWOOD SHEATH ING, 15/32" WOOD STRUCTURAL PANEL OR 1/2" PARTICLEBOARD SHEATHING 2. CORROSION RESISTANT NAILS SPACED 6" O.G. AT EDGE AND 5" O.G. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF IDING APPLIED TO STUDS SPACED 16" O.G. VVIRhWAPPLIED DIRECTLY TO 5TUD5 SPACED 24" O.G. gg ANULAR OR 51-IRAL THREAD NAILS FOR COMBINATION 5UBFLOOR .. 1LR�''A1 * OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND 5HEATHIN6, IF U%EDOW MINIMUM STUD PENETRATION OF 1-1/2" CONNECTOR SCHEDULE 5IMP50N CONNECTOR FLORIDA APPROVAL NUMBER ABU44 10860, ABUbb 10860. AC4 10860.1 G514 10456. C51 b 10456. G518 10456. G520 10456. C522 1045b. H2 10456.10 H2.5 10456.11 H2.5A 10456.12 H3 10456.13 H4 10456.14 Hb 10456.16 H8 10446.1 H10 045b.b H10A, H105 10446.1 H 10-2 0456.1 H-16 10456.1 H-1b-2 10456.1 HGP2 10441. H045 10441.6 H055 114%. HETA20 11475.5 HETA16 11413 HETALI6 11413.5 HETAL20 11413.5 HGA10 10446.1 HGAM10 11413.E H6U5210-2 11468.6 HTT1 b 114gb.1 HTT22 114gb.1 HT520 10456.23 HU210 10551.1 HU210-2 10531.1 HU5210 10551.1 HU5210-2 0531.1 HU526 10531.1 HU526-2 10531.1 HU528 10551.1 HU528-2 10531.1 L6T2 11413. L5TA 12 10456.1 LSTA 18 10456.1 L5TA21 1045b.1 L5TA36 10456.1 L5TA4q 15512.4 LT512 10456.29 L5TA 15 10852.4 LGT2 11410.E META12 11413.11 META1b 11415.11 MF-TA18 11413.11 M ETA20 11473.18 M5T 16,48,12 10456.2 MSTA36 10456.2 MSTAM 24.36 11413 MSTG 28,40,52,66,18 10456.2 MSTG 48 3812 M5TGM 60 11413 MTCM40 11413.1 q MT512 10456.33 MT516 10456.34 MT518 10456.35 MT520 10456.36 MT5M 1 b 11413.20 PC44 10860.16 5P1 10456.41 SP2 10456.42 5P4 10456.45 5PH4 10456.46 5PHb 10456.41 SSP 10456.45 THA222-2 10441.18 THJA2b 10444.4 VTCR 10861 A GENERAL NOTES FOR WINDOW 1. WINDOW AND DOOR RETROFIT INSTALLATION 15 0E5I6NED TO MEET MINIMUM WIND LOADS PER 2020 FLORIDA RESIDENTIAL BUILDING CODE SECTION 160q, USING THE FOLLOWING CRITERIA (A5GE 2-1UNERAL BUILDING DESCRIPTION: ENCLOSED, MULTI -STORY BUILDING WITH MEAN ROOF HEIGHT EQUAL TO 20 FT. 3. WIND BORNE DEBRIS PROTECTION REQUIRED AGAINST LARGE M1551LE IMPACT FOR ALL OFENING5 BELOW 30' ABOVE GRADE. 4. REQUIRED LABELING ON WINDOW5: EXTERIOR WINOOW5 SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH AN51/AAMA/NWWDA 101/1.5.2-q1 AND GLASS TABLE E1300. 5. IMPACT RESISTANT PRODUCTS MAY COMPLY WITH: 55TD 12, A5TM E188bAND ASTM E1ggb S. 6-9LL ALUMINUM STRUCTURAL FRAMING COMPONENTS (MULL5/JAMB5/HEADER5) SHALL BE 6063-Tb ALUMINUM ALLOY OR BETTER. 1. ALL WOOD STRUCTURAL FRAMING COMPONENTS (HEADER5/JAM55/BAND J0I5T5) SHALL BE SOUTHERN PINE NO, 2 OR BETTER. 8. ALL MASONRY/CONCRETE ATTACHMENT SURFACES SHALL HAVE A CONCRETE STRENGTH OF 3,000 P51 OR BETTER. 5TAN DARD Y41 N DOY4 51ZE5 - ROUGH OPENING WINDO cov E BLOCK WOOD FRAME OVERALL NIQY15 X HEIGHT WINDOW WWY15 X GON TRllGTI FIA9ONRY OPENIN N GONG 51L LINTS WIDT WINDOW WP715 X „ilb „ 14 50 ?l8" 50 5/8" 2611 27 1 /4" X 171, ,- „ „ ,' „ „ 2b 50' " 1/2" X 1,711 26" 26 1 /4" " H 50 / „ 631, X„ „ „ „ „ x „ 25 38 3/8" 38 5/8" " 24 " " 50 5/a" 25 63" 63 1 /4" 631. 26 lb" ' b 1/4" " 52 7/8" X '- " 54" '-5" 5 " 5'-10" ? " 5 X 53 11151, X " 55 38 3/8" 38 5/8" 3b 31b" 34 50 5/8" 501/8" 50 5/8" „ „ 36 „ „ „ NOTE: IF LABELED "MOD", THE ABOVE CHART DOES NOT APPLY MODLUAR WINDOW 51ZE5 ARE FEET/INCHES, WIDTH BY HEIGHT (LIKE 20AMME "3050 MOD" 15 3'-0" WIDE X 5-0" ABBREVIATIONS % %gWINDO'�NGLE 61 RONSLE H H2RCZONTAL Ai Aih"IsIR IN! GASEMEN 8 FIGTURE OB 056"R AOD PODULAR WINDOW 51ZE % %POOR5PREHUN R G SOLID 6 6OSwW COL COSSNIA B BI-L S BOLD RII W1E140 RK ROGKE Ti VVE 6G WRING GLASS OH OgUt IEAD D DOOR %j�JAMB5 DRYWALL ft B1RrAP NJ 9)(111 J>$ JAMB DOOR - ROUGH OPENING CHAR FRAME I TYPE OF OPENING QRfipp a" HORIZONTAPEN N6) ERTIGA PRE -HUNG GALL SIZE +(PH HORIZ ) SIZE DOUBLE CALL + b'-10" (82") OR 51DE GALL 6'-10" (52") SIZE GA5ED (PRE- HI.01I GALL 51ZE + b'-q" (all BOLD 2" v PA POCKET DOUBLE 6'-11" (53")POOR ? 2" MA50NRY GALL SIZE + FO g WRAP GYP. BIB)' GALL 6'-q 1/21, m 51ZE + 1 (81 1 /2") SOLD RECESS AT SGD SLIDING GLASS GALL SIZE + 6'-8" (80") OR " 'ADD 1 " TO POCKET GALL SIZE - b'-8" (80") AW®ptURT. ONOWNfI POCI46D GALLI�IZE + HUNORE- DOORS 5TANDARD NINDOMSIZE5 BLOCK C-0 5TRUCTIO WOOD FRAME ALUMINUM WINDOW CODE WINDOW 51ZE WIDTH X HEIGHT MASONRY OPENING WINDOW SIZE WIDTH X HEIGHT WINDOW 51ZE WIDTH X HEIGHT "PRO VIEW NON -COLONIAL SASH HEIGHT 12 1q 1/8" X 26 iq X 26 18 5/8" X 25 18 1/4" X 25 N 13 38 3/8" "" 8 3/8'. 3 14 50 5 8" 50 5 " d , W" 15 63" 63" �� 3b J11. 16 16" lb" H52 26 1/2" X 2b 27 X 26 2b" X 11/6}� 255/8" X 8 H33 1/4'.38 T 1� 37 AI3 H34 gg38 H35 H36 76 lb 22 5 X 26 37 X26 36 1/2" X 5b 1/811 X 23 3/4" 24 33/6 5Q „ 338 5Q „ 25 26 76 76 i i if3 32 53 1/8" X 26 53 X 26 52 5/81, X 39 52 1/4" X 1g 8 33 34 35 36 ABOVE CHART 15 FOR REFERENCE ONLY. CUSTOMER 15 TO VERIFY DIMEN51ONS WITH MANUFACTURING SPECIFICATIONS AND INSTALLATION PROCEDURE. SASH HEIGHT ARE DIFFERENT SIZES ON COLONIAL PRO -VIEW a Q O 8 w �o M M 8 U M � q N q v 3 � h O a . n v M cO V L Q/ W 0 1\ � w Un �r^m00 Ln rn Ln O 00 w ^� � 0000 00 a_ u, 00 I-- a LL UILL, , _j u Z z oc `/ - -i W l I L,_l o l� " U 0uo SHEET TITLE GENERAL SPECIFICA TIONS JOB No. 221-22 DATE: 10/29/2020 SHEET No. G2 - 30, Hazardous Glazing Locations Hazardous: R308.4 Hazardous locations. The following shall be considered specific hazardous locations for the pulpous of glazing: 1. Glazing in swinging doors except Jalousies. 2. Glazing In fixed and sliding panels of sliding door assemblies and panels in sliding and bifoid closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing In any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface. 6. Glazing In an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610mm) arc of the door in a closed position and whose bottom edge is less than 60 Inches (1524mm) above the floor or walking surface. 1. Glazing in an Individual fixed or operable panel, other than those locations described In item 5 and 6 above, that meets all of the following conditions: 1.1 Exposed area of an individual pane greater than q square feet (0.836 m 2). 1.2 Bottom edge less than 18 inches (451 mm) above the floor. 1.3 Top edge greater than 36 inches (914mm) above the floor. 1.4 One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing. 8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. q. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 Inches (1524 mm) above a walking surface and within 60 inches(1524mm) horizontally of the waters edge. this shall apply to single glazing and all panes in multiple glazing. 10. Glazing adjacent to stairways, landings and ramps within 36 Inches (g14mm) horizontally of a walking surface when the exposed surface of the glass Is less than 60 Inches (1524mm) above the plan of the adjacent walking surface. 11. Glazing adjacent to stairways within 60 Inches (1524mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass Is less than 60 inches (1524mm) above the nose of the tread. ALL WINDOWS AND DOORS ARE TO BE IMPACT RESISTANT OR PROTECTED DOOR 56HEDULE NUMBER OTY 51ZE DESCRIPTION CODE MANUFACTURER COMMENTS 001 1 16010 GARAGE -GARAGE DOOR P02 FLb97.1 AMARR 002 1 2068 L 2 DR. BIFOLD-LOUVERED 003 1 2668 L IN HINGED -DOOR PO4 004 2 125bb L IN HINGED -DOOR PO4 005 3 2868 R IN HINGED -DOOR PO4 DOb 1 3068 L 2 DR. BIFOLD-LOUVERED 007 1 30b8 L EX EXT. HINGED -DOOR E25 FL13541.1 JELD WEN 008 3 3068 R EX EXT. HINGED -DOOR E25 FL13541.1 JELD WEN DOCI 13 15066 L/R 4 DR. BIFOLD-LOUVERED 010 11 IbObb R EX EXT. 5LIDER-6LA55 PANEL FL10976.1 JELD WEN HEADER DETAIL UPLIFT CONNECTION AT LOAD BEARING WALL INT. HEADER SCHEDULE OPENING HEADER UP TO 3'-4" 2-2"x6" 3'-5" TO 5' 4" 2-21,x8" 5'-5" TO 8'-b" 2-2"x 10" 5'- 1. TO 12'-6" 2-2"x12" ALL CONCRETE BMPI1R6A5T CONCRETE LINTEL WITH (1) #5 AND 8" G.M.U. KNOCK -OUT ABOVE WITH (1) 4WOUT FILLED, TYPICAL AT ALL OPENINGS, EXCEPT GARAGE DOOR OPENING. GARAGE DOOR 6MPPZ5TRESSED CONCRETE LINTEL WITH (2) #5 AND 8" #5 REBAR AT TOP CAOUK-OUT BLOCK ABOVE WITH (2) #5, GROUT j ONTEL MIN. (1) FILLED. - � REQ'D BOND BEAM STL. REINFORCING LAP SPLICE s %96ULINTEL TYPE i� " -- 1.1/2" DE51Gx� J CLEAR PROVIDE MIN 3" BEARING AT D W/ GROUT LINTEL ON FILLED GMU - -- � BMWVF UNFILLED i TROU EXTEND VERTICAL REBAR AT BEARING ENDS QUANTITY OF #5 REBAR AT � AT gpTEL THROUGH LINTEL TO TIE BEAM 00-LTWKL � -- - ♦ Wt1ML ABOVE. 6 F 1 6-1 B/IT CAVITY BOTTOM -- CAVITY REr&AD4D16hb NOMINAL C1M �5 YVIDTtIIbMINAL ) HEIGHT QUANTITY OF #5 REBAR AT TOP 1-1/4 1/4 1-1116 1-1/16 1-1/4 5.1/41-1/4 1 1 - - - TOP STEEL TOP STEEL — — TOP STEEL 1 ¢k6HEDULE i6HEDULE i6HEDULE Ri37' WIRE RY32" WIRE T32" WIRE STURRUP SWIM RTELL A i"HEDUL TELL p °j i6HEDULE u, o' R6HEDULE 6-1/2" LONG = D _iTGH r' - — D 6-1/2" LONG - {6R'TOM STELE ry rTGH !i6ONG 962TGH END -- HEDULE END D 8" PRECAST U- 8" PRECAST K 2" RECESS 2" PRE5TRE55ED LINTEL DOOR LINTEL -. ._ _. _ LINTEL _ WINDOW SCHEDULE NUMBER OTY 51ZE DESCRIPTION CODE MANUFACTURER COMMENTS W01 5 31535H 51N6LE HUNG FL#5823.1 CU5TOM WINDOW 5Y5TEM5 8100 VINYL 51NGLE HUNG(IMPACT) W02 1 45425H SINGLE HUNG FL#5823.1 CU5TOM WINDOW 5Y5TEM5 8100 VINYL SINGLE HUNG(IMPACT W03 2 31325H 51146LE HUNG FL#5823.1 CUSTOM WINDOW 5Y5TEM5 8100 VINYL SINGLE HUNG(IMPACT) 30' LIVING AREA 1565 50 FT High - 5trength Precast & Pre stressed U Lintels SAFE LOAD - POUNDS PER LINEAR No LENGT FO6- - - UNFILLE FILLE L --4'-- 0" (4#')--Fre 54") Pre - �rfi43 ��7615 - cyst 4„ (64") Pre -- mast 10" (70") Pre - - 00T5 . 3 4 � -Wst 6" (U")Pre----- ttft5 81260 -� C73st 61 90") Pre 0. - 2IM7 -- -� 4" (112") Pre __- 5 > ,747 -I� QAst 6 126") Pre— ___.f'� - 6 44s 0" (144") Pre LIM U0 lst 4" (160") Pre -V 49-Pt 0" (168") Pre a&t 5" 176") Pre Pre - - l _ 1100 _ - -a14 Otte.s-+d (208") Pre - -� 4t#e4d (232") Pre 11259S8 - - 1 b stres d _ - Lbs Lbs }�sove information is based on Cast - Crete (FECP Corp.) brand ikrd on tests conducted by Werner F. Rosch, P.E. Precast lintels may be supplied by Gast Crete or other building code WQystmanufaurers. C� M 0 r. Lu Ln 1-1,-i � I Ul °M00 N-i o� LLJ M 3�-100 Ln Q 00 f- a. LL_ I i �> ct U1 `J z Z r Ili U1W 0Z i-' Q SHEET TITLE FLOOR PLAN JOB No. 221-22 DATE: 10/29/2020 SHEET No. A I Mal SCALE: 1/411 = 1'-0if 11'-01, =-_ J s TOP OF BEAM Q PORCH 12 _r.:; r TOP OF BOND BEAM — 1 4" - PLASTER GOATS SHALL BE IN COMPLIANCE W/ ASTMG 92b AND ASTMG 1063 FINISH FLOOR ELEVATION N -T- -r t TC __ T I I Tr LT_ 17 ��-r I L_T Tt. - r �r- I I SCALE: 1/411 = 1'-011 ROOF VENTILATION CALCULATION CEILING AREA: 2 15F G RE 23 FREE AR A REQUIRED: 1 6005F1300=7.445E 101251 E ( ) i ROOF 5OFFIT AREA: 41,g0451 2 OFF RIDGE VENT5: 2(14651)=2g251 TOTAL VENTILATION PROVIDED:42,1 gb51 (1645F ) I f I r �-`-r- TOP OF BOND BEAM @POP OUT WINDOW TOP OF BOND BEAM @POP OUT WINDOW - �y a - - 1_ T- T ` 1 r - I _ I r I - PLASTER COATSSHALLBE IN COMPLIANCE K ASTMC 92b AND A5TMC 10b3 .4 SCALE: 1/4" = 1'-0" i =L=T"- Lr._. 1 T - --I - --' I �I _ N"'cy I _ --- -- ; • ! r _ 's:.�;..,,., i i _I ` I. ! I I_. --_. 7 r r _-. _7 - - I �._ T'-t-.,. _ _ •,�., I r - r r 7- r I - r 1--_-!__ 1-- I - .ysy.a-:_- I7 ----r--- �— - - - , .� _,_ L ... ! !._.... _ r --- _ .�- _ - ---- - ---!- -. _ _ I__. - 1I_ ----!- � -.__ I.-�_S�_- _.-,i ..rI -•I _-- r-- t --I! .. -1 - ---• --�--._'_-.1 ._I -_L_.-_-�--'- ..., 1,.r _J T_._-.7L.L .'; I I. _ �- .L_, 1 , _..- --•-- , L r-'--- 1 - ----T--- Z. _.. I I r ,--- -L� -1--- I - - _ - - .. _ _. - - -- - T - �-": I _.1 .. T )-_ :.. '- --. l .. ..r -T._- �. _�_.... l t�-: --r _..7.-�-I--- I_ s -, 1 �.�-�-. _ I _ : _�1---_! _ r -t- _. i___...._---I--y��-- - 1_ I _- I __�_ _T�-� -- �..` :'_ I :_ - _ � I_ �. _-_i_� _ -_ L _ 1 I �- '__ T -I- r T. TJ '.:� r -i - r �.. t I 7 [ L— /� , , r , I L'. r 11 41 �a ERG 5 E M1❑ PLASTER OAT SHALL B IN ❑ — COMPLIANCE W/ ASTMG 926 AND :o ASTMG 1063 Ali I e li l: e -j I f- - - - VENTILATION CALGULATION5 BASED ON THE FOLLOY4ING PRODUCT (OR EQUAL): PERFORATED ALUMINUM SOFFIT N.F.A. 1251/5F 48 5EMCO RIDGE VENT (FL. 1 bgg4) (IF APPLICABLE): N.F.A. 14651 RIDGE VENT( IF APPLICABLE) N.F.A. 1551/5F 11 '-01, _ TOP OF BEAM @ PORCH TOP OF BOND BEAM 0'-0., FIN15H FLOOR ELEVATION SCALE: 1/411 = 1'-011 ti. -- - TOP OF BOND BEAM TOP OF BEAM Q PORCH , TO P F AM O BOND BE o'_o^ FINISH FLOOR ELEVATION FIN15H FLOOR ELEVATION _I _.....TJ._1.�..!. .'.+.-.i.—I..wi._.-+�1.....4 _.�._,:. :,.,..I,.—?�1.__- '�T'`'�'C L.l 6� _1--+—_lT._i.-.""�1-1--L.—.., .1...�i.._ �.: I.._.. L l__-=-J ...1_I ._ .�I -.-! 1 -1 J-.L1-..'.._J.I -1TF T 1-i _ I I. -.-1- L i i I I TI _I _ r ::_-i -_ s�-_. .. _ _. -.*-_' ,.I"•'.-1- .{ j' yj,! I. l -I I L T _I ' .-r'." I - • I _ __-_- "' l I : _ [ .--..__ _ ___._ : I 1 .. _ � L. I I I _ i I� I ! I .� I I I! I I I I �'b•'=�. 1 1 -I T— - — — ' T. I I , -3 I ,-1_.,.I I -! !—i ! 1-I .1...-I I I I r r 1 ' -; :TOP OF BOND BEAM WINDOW- - — - — -- -- - �, Q � ,-, :- _ _ , ITT..;_ I _ - ._ _-[_ _ __ i i - -_ - � T— ! ." 1 i I. T- -- I �� I 14 I i - - --- _ PLASTER COATS SHALL BE IN COMPLIANCE W/ ASTMG 92b AND I I I ! I I ASTMG 1063 I I I SCALE: 1/4" = 1'-011 O 41 U O q Wva� Q a o c � W c q Z OSL, Ln i UW�h r� 4 � 4 N W 4 k, oc (jam 1O) O o who a O U � q o L (O V S4 cy) 'SE 4 :z Q N 2W o �rn M M Ln 00 00 N -i Ln Lu ^� d 00 00 Via= 00 f- a LL I" J1u J 1 Lj r� Z L —u W a V 1 wC� r - j �I' Q z �I I z D z Q < �I SHEET TITLE ELEVATIONS JOB No. 221-22 DATE: 10/29/2020 SHEET No. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 00 -i o oo W M �a-00 o Q ao t— a V, LDg V uj /W`� G 4 Z V O Q Uo ;;- �ljIl11 SHEET TITLE 3 D VIEW JOB No. 221-22 FDATE: 10/29/2020 SCALE: N.T.S. SCALE: N.T.S. A3 SHEET No. EXTERIOR FINISH (2) GOAT STUCCO SCRATCH AND FINISH (1) #5 VERT. REBAR IN FILL CELLS 25" MIN. REBAR LAP 4"X4" INSPECTION PORT @ EACH FILL CELL (TYP. IF STEM WALL REQUIRES MORE GRADE THAN 6 BLOCKS, THE ENGINEER 15 TO BE NOTIFIED PROPERLY COMPACTED 501L z CLEARED OF ORGANIC MATERIAL AND TERMITE TREATED 20"X12" 5TEMWALL FOUNDATION 4 W/ (2) #5 REBARS CONTINUOUS. 01 51 TYPE "5" MORTAR W PT BASE NAILER -3 1/4" WD BASE -SHOE @ VINYL AREAS bmil MIN. POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED b" AND SEALED INSTALLED UNDERNEATH THE SLAB 5 BLOCKS MAX. ENTIRE WALL TO BE GROUT FILLED OPTIONAL EXTERIOR YIALL SECTION SCALE: 1/2" = 1'-0" 1/2" PLYWOOD OR 1/16" 0.5.B. PLYWOOD CLIP REQUIRED CONTINUOUS ALUMINUM DRIP STRIP INSTALLED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. MAX. DESIGNED BY TRU55 MANUFACTURER FIBERGLA55 SHINGLES OVER UNDERLAYMENT COMPLYING W/ ASTMO 4669 TYPE II AND TYPE IV SEE ELEVAT ON TOP OF SEE ELEWAM 8"X1b" BOND BEAM W/(1)#5 REBAR CONT. FILLED W/ 2500 P51 CONCRETE 8" G.M.U. TYPICAL ` LIVE LOAD = 20 P5F DEAD LOAD = 10 PSF OUR-O-WALL CONT, EVERY OTHER COURSE EXTERIOR FINISH (2) GOAT STUCCO SCRATCH AND FIN15H .4 (1) #5 VERT. REBAR IN FILL CELLS 25" MIN. OVERLAP. 4"X4" INSPECTION PORT @ EACH FILL CELL (TYP.) SOIL MINIMUM BEARING 2000 PSF GRAD BOTTOM OF FOOTING MIN. 12" BELOW FINISHED GRADE 24"X12" MONOLITHIC, SLAB, W/ (2) #5 REBAR5 CONT. 01 YIArLL SECTION 51 5CALE: N.T.5. 1/2" PLYWOOD OR 1/16" O.S.B. PLYWOOD CLIP REQUIRED GONTINUOU5 ALUMINUM DRIP STRIP INSTALLED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS SEE ELE6'EAM 8"X1b" BOND BEAM W/ (1) #5 REBAR CONT. FILLED W/ 2500 PSI CONCRETE 8" G.M.U. TYPICAL -- LIVE LOAD = 20 P5F DEAD LOAD = 10 P5F OUR-O-WALL CONT. EVERY OTHER COURSE EXTERIOR FIN15H (2) GOAT STUCCO SCRATCH AND FINISH (1) #5 VERT. REBAR IN FILL GELL5 - 30" MIN OVERLAP 1 x2 PT NAILER —STD. 90 HOOK (SEE DETAIL) SEE ROOF LAYOUT FOR CONNECTORS 1/2" DRYWALL MIN. R5 INSULATION W/ 1X2 —PT FUR STRIPS @ 16" TYPE "5" MORTAR �1x4 PT BASE NAILER ---3 1/4" WD BASE /�—SHOE @ VINYL AREAS 4" SLAB ON FILL GLEAN POISONED AND COMPACTED SOIL (COMPACTED TO 95% MODIFIED PROCTER PER A5TMD 1551) W/ bmil. MIN. POLYETHYLENE VAPOR RETARDER WITH b JOINTS LAPPED b" SEALED AND INSTALLED UNDERNEATH THE SLAB. PRE-ENGINEERED ROOF TRU55EB @ 24" O.G. MAX. DESIGNED BY TRU55 FIBERGLASS SHINGLES MANUFACTURER OVER UNDERLAYMENT COMPLYING W/ A5TMO 48b9 TYPE II AND TYPE IV SEE ELEVAT ON 1/2" CEILING DRYWALL --STD. 90 HOOK (BEE DETAIL) SEE ROOF LAYOUT FOR CONNECTORS TYPE "5" MORTAR GLEAN POISONED AND COMPACTED SOIL 4"X4" INSPECTION PORT @ (COMPACTED TO 95% MODIFIED PROCTER EACH FILL CELL (TYP.) a PER ASTMD 155?). _ 4".�LA9 01d FILE: • • . • .. , " " � j ��- �1 ' "• � ..; •�e• I I I L I I I I -III —III .III III .._III I I III- III. �•' III- I-1II.— 1-1 I I I I1 11 I! 1 24X24X12 GONG. PAD W/LLE-1 ' 1 1-1 1 #5 REBAR EA. WAY —111 1InI1 1II= 04 COLUMN AND ROOF SECTION @ BACK PORCH 51 5CALE: N.T.5. 5AlNED OR TOOLED 1/4" T. DEEP FILL9*0 POLYMER-40LHITj - G,FAI ANT_ I- -J GUT MESH @ TO BE MADE WITj&h4* OF PLACEMENT (25't00j;C5 MAX.) NOTE. HILTI 1/2- KWICK BOLT If W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS OR EQUAL (2) ROWS 2X6 BLOCKING @ THIRD. - POINTS. (1) ROW @ 8' WALL U.N.O. 2X6 STUDS @ 16" Or, W/R-11 INSUL 2X6 PT BOT. PL. 51MP50N 5P1 @ BOTTOM OF EACH STUD \ 1/2"0 MECHANICAL BOLTS @ 48" OG. W/ 2"DX3/16" PLATE WASHER TYP. 4" THK GONG SLAB W/ bXb W1.4 X W1.4 WWM OR FIBERME5H - Q GARA6 F.F.E -[ - \ n ELEV. -0'-4" III".- GARAGE SLAB: 4" THICK GONG. � I II III I. b MIL VAPOR BARRIER =III a nl- 1 -rl lii III=!I SLAB W/ bXb 10/10 WWM OR 11161, _ FIBER MESH ON b MIL VAPOR "X1'-0" MONO FOOTING BARRIER W/ (2) #5 RODS �02' LOAD BEARING WALL @ GARAGE STEP CJ. SCALE: N.T.S. (2) ROW5 2X6 BLOCKING @ THIRD POINTS. (1) ROW @ 8' WALL U.N.O. SIMPSON 5P1 @ BOTTOM_ OF EACH STUD 4" THK GONG SLAB W/ bXb W1.4 X W1.4 WWM OR FIBER MESH NOTE. HILTI 1/2" KWICK BOLT II W/ 8" MIN. EMBEDMENT MAY BE USED IN LIEU OF ANCHOR_BOLTS OR EQUAL - 2X6 STUD5 @ 1 b" Or, 2Xb PT BOT. FL. 1/2"0 MECHANICAL BOLTS @ 32" OG. W/ 2"DX3/1 b" PLATE WASHER TYP. r Tq n- �—III I I III II 4 � �1111 III-T" III=11 _ � GARAGE SLAB: 4" THICK GONG. IIII I=Ill � �illl SLAB kV bXb 10/10 "NM OR 6 MIL VAPOR BARRIER i2011 FIBER MESH ON b MIL VAPOR V-8"XV-0" MONO FOOTING X BARRIER W/ (2) #5 RODS � 03\INT. LOAD BEARING WALL C,1 /1 SCALE: N.T.S. - - MASONRY COLUMN - - (4) No.5 VERTICAL REBAR IN GROUT FILL CELLS (TYP.) No.2 TIES AT EVERY 6"Xb" - W1.4 X W1.4 OR FIBER MORTAR JOINT (TYP.) - 4 MESH 4" GONG. SLAB WITH bXb-W1.4XW1.4 REINF. OR FIBER MESH & VAPOR (3) No.5 REBAR OVER FOOTER BARRIER HORIZONTAL REBAR5. USE CHAIRS AT 3" EDGE DISTANCE (TYP.) -_ 47R_ _I 6 MIL MIN. POLYETHYLENE VAPOR -J — RETARDER WITH JOINTS LAP 6" AND -1=i==1 C1 = I I_I t _ I —I SEALED INSTALLED UNDERNEATH THE 2, SLAB W (3) No.5 REBAR EACH AY W5ITHIN RIP FOOTER OVER CHAIRS KEEP 3" EDGE PROPERLY COMPACTED 501L CLEARED OF DISTANCE (TYP.) ORGANIC MATERIAL AND TERMITE TREATED MA50NRY COLUMN DETAIL �05 \ 51 SCALE: N.T.S. - - - b"xb" INl A X N1.4 V4.1N.F — � !� - r . ' • --i r-rn - m ._ •m-- i-r-r=rrt � �i rrIII — 1 _ — I- III--III—iIi -I—III III -1 1.1 I 1 #5 CONT. COMPACTED FILL ]WI : 11I __III —I I I I I I- 1-111--=1 L 1 VAPOR BARRIER (b MIL) 12" THICKENED END SLAB CONTROL JOINT SLAB ON GRADE 1 01 51) o BELOW FIN15H FLOOR z t } ku i 2% SLOPE � r l 04.\ry Ztu -- ,umT. } - v � cv r ! z m ! �tuL� 4 N irLoa0 Z �=iEL v w u1i�n� w V�AzQu1 v z zzQnF- uw o � (3, uj I U W .� N>oda ' OL o D � ! ug d d? R `x fV �` CV Y i f: m m o ! m Z O IT - IQ O zZ z r ''r: Z OU a Q Id Lu o? _m K o m 01 x / 0 1 4 54 4 -- 4 4' 1 8' BELOW FINISH FLOOR 5000 P51 CONCRETE SLAB W/ FIBER ADDITIVE ON 1 b MIL. PLASTIC V.B. ! LAPPED 6" AND TAPED OVER GLEAN, COMPACTED AND TERMITE TREATED FILL DIRT. STEEL TROWEL FINISH. 2% 5LOPE ! 02 1/2" MECHANICAL BOLT @24" O.G. ! 51 MAX W/ 2" SQUARE WASHER AND Y NUT (TYP.) DROP lD00 -`�• R__-- -- --R-- ------ -- GONT JOINT _ FINISH FLOOR ELEVATION ; LOW WALL 2500 PSI CONCRETE SLAB W/ FIBE ADDITIVE ON 16 MIL. PLASTIC, V.B. LAPPED b" AND TAPED OVER CLEAN, COMPACTED AND TERMITE TREATED FILL DIRT. STEEL TROWEL FINISH. 2500 P51 CONCRETE SLAB W/ FIBER r ! ADDITIVE ON 1b MIL. PLASTIC V.B. LAPPED 6" AND TAPED OVER GLEAN, x ; COMPACTED AND TERMITE TREATED FILL DIRT. STEEL TROWEL FINISH. o kn I m CONTROL JOINT CONTROL JOINT 03�, ! R Uj DROP 0'-4" UO � BELOW FINISH FLOOR J - - - -� r 3 -4— t \ �(( 01 _ 15'-4 ' - - - 14'-8" \S1) SCALE: 1/411 = 1'-0" O U Q Q q q £ � /;; W c 00 �qv �6� Fr Z e o V44 �v�-,W W�a W � W U � r', W Ov�q W 1 CC (o V J ury)3z �W Q N W kD Ln Mm00 M 00 LUrn ^� 3 a 00 00 In < 00 I� - U tl, cf �z J+k Un Ii iiIII LVU �z 51 ii� �� • � I!�i z v - I I i II QQ Ii`1 SHEET TITLE OUNDA TION PLAN JOB No. 221-22 DATE: 10/29/2020 SHEET No. G1 2 NOTE: 50HEMATIC ROOF LAYOUT ONLY. REFER TO TRUSS MANUFACTURER'S ACTUAL ROOF TRUSS LAYOUT CONNECTORS SCHEDULE ALL DIMENSIONS MUST BE TAKEN FROM ROOF TRUSS LAYOUT ROOF TRU55 LAYOUT MANUFACTURER SHALL COORDINATE LOCATIONS OF MECHANICAL CHASE AND PLUMBING TO AVOID ALL TRUSSES. ALL TRU55 TO TRU55 CONNECTIONS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER 1. ALL TRUSSES AND GIRDERS TO BE PRE-ENGINEERED AND DESIGNED BY TRUSS MANUFACTURER 2. PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. 3. ALL ROOF VALLEYS DESIGNED BY TRUSS MANUFACTURER rLASHINC NOTE: FLASHING .SHALL BF INSTALLED IN SUral A MANNFR AS 10 PRFVENT MOISTURE ENIERING THE WALL 1HRD0G1I THE JOINTS IN THE COPING, TIIROUCH MOISTURE PERMEABLE VATERIAI-, AT INTFRSFC1ION5 WITH THE ROOF PLANL OR AT PARAPFT WALL PENETRATIONS. FLASHING SHALL BL INSTALLED AT. WALL AND ROOF INTFRSEc: TION (UTTERS WHEREVER THERE IS A CHANGE IN ROOb .SLOPE OR DIRECTION AROUND ROOF OPENINGS W1IFRF FLASHING IS OF ML TAL, IHL MFTAI SHALL BE C.'ORROSION RE'�I`;T,4NT WITH A T111CRNLSS OF NOT LFSS THAN 0.019 INCI I (26 GAGE GALVANIZED .SHEE I). CONTRACTOR TO VERIFY ALL DIMEN51ON5 AND MATERIAL 5ELECTION5 PRIOR TO CON5TRUCTION PRE-ENGINEERED WOOD TRUSSES 12 @ 24" O/C (TYP) see / UPLIFT CONNECTOR (SEE elevations DOU MF16" TOP PLATE SIMPSON SP4 @ EA. STUD 1/2" CDX OR 7/16" OSB SHEATHING FASTENED TO TRUSSES WITH 8d COMMON -` WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP4 @ EA. STUD 2"�xP4""ppP.T.. SIMPSON MAS @ 16" O.C. OR i12T0 ; WEDGE TYPE ANCHOR BOLT @ 24"O.C. W/4"MIN. EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND / FILLED W/ 2500 PSI CONCRETE KNEE MALL WOOD TRUSSES - (SEE ROOF FRAMING PLAN) FRAME WALL (SEE ROOF FRAMING PLAN) _YWOOD. OR 7/16 OSB OD NAIL @ 4" O.C. AT IVOOD FASCIA (ALL EDGES) 2 - 16D NAILS T89M OF TRUSS 8D RING SHANK NAILS @ 6" O.C. 8D RING SHANK NAILS @ 4" O.C. (STAGGERED) f) O TL.S L- 1. SEE TRUSS MANUI ACTIURER'S TRUSS LNGINIFRING CUT SHEETS FOR ADDIIIONAL PERMANENT BRACING THAT MAY BE REOUIRFD. 2. 'T' BRACING MAY BE IJ FD IN PLACL OF PERMANENT BRACING PROVIDED THAT IT FXTENDS OVLR AT LEAS1 90% OF THE WEB. MIN, PERMANENT TRU55 BRACINCG PLAN N0 i rC SCAT F - TOP & BOTTi?M CHORD CABLE END BRACING C 4'-0" o.c. MAX. TYPICAL FIRST (4) ROWS OF TRUSSC5 (ALE ULTAIL ABOVF) r� 2 x4 #2 SPF STUDS @ 16 O.C. - CRICKET AS REQUIRED UPLIFT CONNECTOR (SEE SCHEDULE& 1 #5 VERT. CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK DETAIL FLORIDA PRODUCT APPROVAL No.: FL11413.5 ALLOWABLE UPLIFT: 1510 LB FASTENERS TO TRU55: 10-10d COMMON NAILS 51MP50N HETAr20 56ALE: N.T.5. rLUKIVH rKUUUC, I ArrKUVAL. NO.: rLTu4:iC.0 5IMP50N H10 5TRONC7-TIE 5GALE: N.T.S. .E. PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. MAX DESIGNED BY TRU55 FIBERGLASS SHINGLES MANUFACTURER OVER UNDERLAYMENT 1/2" PLYWOOD OR 0.5.5. COMPLYING W/ A5TMD 48bq PLYWOOD CLIP REQUIRED TYPE II AND TYPE IV CONTINUOUS ALUMINUM DRIP STRIP SEE INSTALLED FOLLOWING THE ELEVATJN MANUFACTURER'S REGOMMENDAT TOP OF 5EE ELEKAM 1Y1 WLATION (2) 2X12 P.T. 5EAM5 MT520 STRi MA50NRY GOLUN KNEE WALL DETAIL @ BEAM 5 112" a Side View (Not To Scale) Typical Faslaner(s) • 11 Gauge Ring Shank Roofing Nail or MMI Off Ridge Venl_ - #10 min. Woog Screws (Steel or Aluminum) (y Higher$lope Typical Fastener(s) (Back) - 11 Gauge Ring Shank Roofing Nall or - #10 rnin. Woog Scr Plywood Deck Lower Slope (Front) Typical Cross Section View (Not To Scale) C1 � CRO55 5EGTION 52 % SCALE: N.T.5. -9" O.C. Tyµcal, Maximum IypiCal Fasteners) Base + - 11 Gauge Ring Shank _Flange Roofing Nall or - #10 min. Woog Screws Top Plan View (Not To Scale) (Typical Fastening Patlam) i Nominal Lengths 4 Ft da\ i B Ft_ B FI. 10 FL j ,So 6 . • i �/` Typical Faetener(s) 11 Gauge Ring Shank Roofing Neil or - #10 min. Woog Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) I YPICAt V 1(; R(OF VIEW (-ALL NTs Ty L= UAL V i (_7;-- VIEW SCALE NT S1111 SCALE. NT5 ALIGN THE CFNILI?L1NL OF VTC'2 WITH THE COMMON IRUS` TOP CHORD L'LN7LA'LNE. ATTACH THROVCH IHL h'OOF SHFATHINc TO 1hlL COMMON TRUSS TOP CHORD. _ 7-f /' SCAI E N T , AD✓U!,T THE UPSIOPF STIRROP VERTICALLY AND ATTACH Tn VALLEY TRLrSS BOTTOM CHORD. NL1 `; Ili.'RNPS IE TIMF ONL ), =j l EP ./ SCALE NTS AD✓OST THE DOWNSLOPE 5T)RRVP VERTICALLY AND ATTACH TO BOTTOM CHORD. TIE I III 1A11 r-I 1/4 Ar CA01 IP055 101 C1a11P InCn LON 7. vrC2 IS A VAL1Er rRU55 rO COMMCM TRU55 CONNECTOR VIc2 IS INSTALIEP C FOP Or rrl[ Rr/01 `.MEATHW(,. Vey][ L EY C01i1\T EIC'g'8cN DE'%TAf.S a C U ? W O m � � m b r L Q Q M a r M Z ry Oc� CC cc O � v W � Q� Q WW1 N r� o �rn LU LI) `-"'I r--I kD -4 Ell e-4 M ry/1 00 N _j O 00 LLJ ^� �aa-0000o0 o Q oo F- a LL. i I U Ul i J� —_ IT z LLJ () zQ 0 z u I 11 Q �I SHEET TITLE ROOF FRAMING PLAN JOB No. 221-22 DATE: 10/29/2020 SHEET No. S2 SCALE: 1/411 = 11-0 if 1!_I __ I I I -- _l.—_ _- 1 -_I _- —_- — I - -- - -__ 11 11 _j I _ _— I 1 I! 1 i, -L 11-. --------------- 1-. I _ I In I I _. __ I I I I. 11 1 1 .. p_ �_m - I I _ I I .111_ 11 _.__L _l.._ _ - - -�. O wy U U O q 4 O q � o q U Lt1 C�q 44 c H2.5 SIMPSON OR HCDP U.S.P. TRUSS BOTTOM CHORD OR R-B STUCCO FINISH @7I1(d1�lON s 2" X 6` BLOCKING W/ 2 - BJ� 18d TOE NAILS EACI1 CONCRETE BLOCK END SULATIO SIMPSON 5P zo„MIN.LAr WALL OR CONCRETE 2 4-10 JiJ T p 60MMO V' w u CONT. SEALANT. KNOCKOUT BLOCK Illl BOTCH LINTEL WHERE REQUIRED v FOR CONCRETE PLACEMENT 0. N M 1V - --#30R #4 REINFORCING WOOD MOLD. #3 & #4 LAP BAR NOTE: 2 -16d NAILS U t4TOP SPLICE 2" X 6" WOOD BUCKING AS TRUSS BO EQUALTO TOM ORD OR ---_REQ. ON ALL EXT. DOORS AND BLOCKING CAN BE USED MAX °.C. ^I L 25" MIN, LAP UN LIEU OF SIMSON STG - STUD�- WINDOWS STRAP 51MP50N 5P-2 EACH H6 SIMP50M (TYP BOTH STUD & TOP 1/4" X 5" LONG TAP CON5. ( PLATE (TO BE USED IF #5 REINFORCING 12" O.G. FOR JAMB AND HEAD AT EACH STUD) IL HG 20 ARE NOT USED) #5 LAP BAR NOA # 02-0503-01 SPLICE WOOD SHIM 96" MIN, LAP V2" JACK 5TUD5 EACH SIDE. HOOK WOOD FRAME. DOUBLE HEADER (SEE 5EE HEADER TABLE FOR LPRF-rA5T LINTEL W/ (1) #5 HEADER TABLE FOR NUMBER OF JACKS) k, - WOOD TRIM PROVIDEHILTIX OF GONT. IN OPENINGS SIZE ATTACHED NAILS A EQUAL F 12` '--- #eREwFORCING o.C.sTAGGEREDFROMeOT. TOGETHER USING GREATER THAN 6'-0" WIDE 1/2" MECHANICAL #6 LAP BAR CONT. SEALANT PLATE TO CONCRETE SPLICE _ DOUBLE ROAD OF 10d • ANCHOR BOLTS AT 32" L.y - WOOD FURRING. 2 xa' Pr O.C. COMMON NAILS AT6" O.C. MAX UT USE 2,aUAR) cn ~ �•'x: CORNER BEAD, #5REINPORc1NGF 5/8" GYPSUM BOARD OVER BAR W W R' 10" 1" FURRING CHANNEL WITH ^ #5 STD. 90 T/B" SIMPSON HD5A WD. 5TUD5 aQ 16" 44 , , HOOK INSULATION @ALL EXTERIOR WALL ppG W 2'k4" PT BOTT. PLATE �J 6 wi ar°14oRFIBER FILLED CELL W/ (1) #5 VERTICAL EXTERIOR DOOR SH ON b MIL VAPOR BARRIER OVER rL CLEAN COMPACTED TERMITE h TREATED 51MP50N 5P1 W/ t• \ '} FILL 6-10d COM. TO STUD "�� O TYPICAL INTERIOR ; PLATE COM. BOTT. q Y400 D B U CK5 DETAIL NON -BEARING WALL DETAIL p FAR P.T. BOT. PLATE Oo q "/N NOTE5: U w BOND BEAM CONT. #5 BAR. 1. FILL LINTEL AND ALL CELLS ABOVE STANDARD 90° HOOK MY IFY THAT ALL REINFORCEMENT HA5 BEEN PLACED PROPERLY. LINANCHOR BOLT (5/8) LOAD BEARING w cv DOOR TYP. INTERIOR ViALL z METAL 3/4"X2" N.T.5. BLOCK NALL OPENING v � � WALL ANCHORS OPENING EPDXYEDINTO �+ MASONRY WALL W/1/2" X 2 1/2" C~ 2q Ln VERTICAL REINF. IN LAG 5CREW W/2" GROUTED CELL DIA FLAT WAGHER 12d EA. CORNER & 1 EAI, 3/4" PLYWOOD SHELVES ON Wu 1/2" ADX PLYWD @CENTER SPAN 67 OM4-1bd . 10d T K.V. STANDARD, COVERED OR 2-8 i' IN PLASTIC LAMINATE SHIELD GUT TO FIT GOM. �? MON TOP OF PLATE EA GREATER. GOM. 46— 4-16d DOUBLE TOP PLATE 4-10 p iJi 3-10d OPENING. f, I COM. 06. DOUBLE aOMMO p 111 t }IOF 21lx4" 1 bd STUD N T JOINT 2"xb" CONT. NO. BACKING IN 3/4" PLYWOOD CONSTRUCTION WWI � BETWEEN STUDS @ 24" O.G. O s' � or, PT STUDS TUD5 DOUBL 2-1bd PLATE @ 16 PULLS AS SELECTED OC 10d COM. @ 12" TOP COM � ALUM. FRAME 4-16d 3 5/S" OR 5 5/8" CHANNEL W [ #5 CONT FROM il WINDO *� M. 2 8d 2-6d 5-10d SHAPED STUDS @ 16" O.G. " 1 FOUNDATION TO HIGHEST I IY I HEADER GOM. GOM. / BOND BERMM' 3/4" PLYWOOD CONSTRUCTION SPECIFIED (NON -BEARING) CONCRETE DOUBLE END 5TUD I COUNTER COVERED IN PLASTIC j �1 SILL IN51DE MARBLE 51L 3 8d 16d TOP OF PLATE LAMINATE t Qc WM L COM. P i Off„1l 2 8d CONDUIT 1 $ 2'W" CONT. NO. BACKING CLEANOUT P GOM. �V � QT.IN BETWEEN STUDS 11-4 REQUIRED 8"x8"xl6" GONG. $OTT. GREATER 3/4" PLYWOOD SHELVES ON K.Y. EPDXY 3/4'k2" z_ ANGHO BL PLATE PIPING OR � ItVTO BLK G. STANDARDS, WHITE VINYL INTERIOR r CORNER K or, COM. @ 12" END 5TUD INT. SIMP50 CONDUIT 055 4 5TUD CORNER FINISHED FLOOR 3-8d STANDARD HOOK S 3-8d COM.3 W b-16d 4-16d n17t, z 2 #5 ' COM. COMMON ,p ,--.-- 16d COM, @ 2-16d KITCHEN CABINET DETAIL FOOTIN as REINF. s, DUI EA. COMMON G' PLYWD. �, 2 2T'x8 W/ 51MP50 �p f SPACER 0 FA.WD1S SCALE: N.T.S. FILLED CELL kV #5 USE $/pal 1Of rl VERTICAL / N VERTICAL H�€A 0905 T RT I GAL �' 1T `LL CONT. \ 1�LOM. @ 8" (1) STUDS IN BEARING WALLS, EXTERIOR WALLS AND NON BEARING PARTITIONS � � � -(3) 1/2"0 x 6" "J" BOLTS @24" O.G. OR �/ A �7 ,6G 5TUD SHOE SUPPORTING NALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE � I'D rn � 1 /2" X 6"WEDGE TYPE ANCHOR EXT.IB EA�RI N V NOT LE55 THAN 2"x4" WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LE55 m o 00 1 " — 1'-0" _ - FOR EXTERIOR THAN 2"W' WHERE SPACED NOT MORE THAN 24' O.G. _j Ln ^ NALL HEADER u_jN � -- M CONT. WOOD & BEARING YVAeLL5 (2) A MINIMUM 2x4" HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT a ai -a TRIM LE55 THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF r, 2'W P.T. WOOD TOP PLANE FASTEN ER5 EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. Q = Q JAMB TYPICAL N00 D F RAM I N G °° ~ LL NOTE: SEE PLAN FOR GARAGE DOOR I---- ENGINEERED WIN05PEED (2) No. 5 x5 ADD !. Lj DOOR AND CONNECTION GROUTED % CORNER BARS I _1-> Cf-- GARAGE DOOR PER - MANUFACTURER �z Li Ln n Lj I liii � 7 FRAMING TO i BE {�I I u BLOCK FLUSH } 1 J�5 DOWELVVPhil KKLED ALL BOLTS & ° HG-1 �I FFRAMWITH HURRICANE CLIP (2) EQUIPMENT II c�° PER SIDE a (b) TOTAL 4" FROM THE l HOOK DETAIL 1#5elm. CORNERS SHEET TITLE NOTE: @ K.O.2" x 6" FRAMING DETAILS ALL WINDOWS AND DOORS SHALL BE BLOCK. CONSTRUCTED TO MEET 110 MPH WIND LOAD CRITERIA. PAD 21i5 REBAR O -1/2" MIN. J DONS\�� q 1,5 JOB 2" x 6" FRAMING P.T. o DOOR FRAMING VERTICAIREBAR s LJBOLTS 1/2"x8x HURRICANE PAD DETAIL 221-22 Yell COAQ rpRIOR CONTINUITY FOOTING CORNER REINFORCEMENT DATE: 10/29/2020 REINFORCEMENT SHEET No. Ne WINDOWS & DOORS DESIGN PRO / SMOOTH PRO NON -IMPACT FOR USE OUTSIM THE HIrH VELOCITY HLIRRICANE InNE (HVHZ) GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (1617I. INTFRNATICNAI RESIDENTIAL CODE MILE), AND FLORIDA BUILDING CODE IFBC). EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FCLLOWING. • ASTM C330-02 • ASTM E283-04 • AAMA 1304-02 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD$ 10 THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. TUC INSTALLATION DETAILS DESCRIBED I ICRCIN ARC GCNC RIC AND MAY NO- RrrLCCT ACTUAL CONDOIONS rOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED G. NOTE: AFCO 14-497 SILL MEETS WATER INFIVRATION AT WATER TEST PRESSURE (WTP) Of 9.75 PSF REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT BrW PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (CHI RATIO = ON LENGTH - OH HEIGHT IS 10 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAVOLITS AND NOTES 3 OPTIONAL 2X BUCX ANCHORING DETAILS ♦ A VERTICAL ASSEMBLIES S A HORIZONTAL ASSEMBLIES IT A WOOOSUBSTRATES CONCRETE SUBS'NATES 7 n 6 - COMPONENTS RBILL OFMATEMAL. rl✓ INITRKiR EXIIRIOF 1 OPERABLE HEAD 4 OUTSWING SHOWN -INSWING SIMILAR I� H-5 OPERABLE ADA SILL OPERABLE SILL INSWING/OUT6WING 4 INSWING MIN D Et1Gf. Is SE It TABLE SHEET 2 I O W T CONCRETE/ RY MASONRY MASON i ♦• BY OTHERS \• `It WOOD BUCK (OPTIONAL) ED CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) !J OUTSWINGSHOWN•INSWINGSIMRAR - SILICONE d d a d e CONCRErQ MASONRY 7HER BY O 5 q OPERABLE SILL ' OUTSWING - NO ANCHOR REQUIRED SILICONE A d C d Q CONCRETE/ MASONRY BY OTNFRS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED C> SOPTEC I N OF ANCHOR CAN A PLACERS NARROW SECT ION Of HE AO OR IAMB AS CONE AS RMMIMUM E MBEIPMENT AND EDGE DISTANCE ARE AOHEVED 11 B INTTw9 EATEMOT OPERABLE SILL \ I OUTSWING zx 37 1/7" MAX J ,n ACTIVE 1/r TYP. ELEVATION 1 TYP. ELEVI ATON 2 v.r pedR wcrrr T • s P00R r NCTE 30OWS SHOWN ABOVE MAY BE LEFT ON RIGHT HAND OPERATING DOORS. NOMINAL ALLIZE DESIGN PRESSURE Hul MISSILE CONFIGURATION IMPACT TING WIDTH HEIGHT INSWING OUTSWING POS. NEG. POS NOG, X 3'-0' B8- SO• 50 50a 50 NON -IMPACT X 3'-0" 9'0 SO- SO 50• 50 1 NON -IMPACT -5t t Gt NtRAL NU i t 0. SHtt 11, r UH VV041 ILK INPIL 111A 1 TUN A1TKU V t U WLL>. 11 ^ wNTCRIOR / EXTIRgR OPERABLE SILL OUTSWING 11 ti 2 NTERtOX EXTEROR OPERABLE SILL 4 OUTSWING OPTIONAL AFCO H-497 11 9 ,NtMCA EXTERIOR OPERABLE SILL OUTSWWG IX WOOD SUCV (OPTIONALI CONEAF I ANCHOR SILICONE I— SEE rABIE ON SHEE r / CONCRETE/ MASONRY r� BY OTHERS A � 15 ' MOAX. • • 51HM CONCRETE/MASONRY BY OTHERS MIN. EMBED SEE TABLE SHEET 2 JAMB (TYPICAL) 7 OUTSWING SHOWI4- INSWING SIMILAR S1tICON1 e e o e O CONCRETE/ MASONRY BY OTHERS OPERABLE SILL ' INSWING - NO ANCHOR REQUIRED "I SILK:ONE d d O d C CONCRETE/ MASONRY BY OT14ER5 OPERABLE SILL OU73WING - NO ANCHOR REQUIRED 3 OPERABLE SILL 7 INSIR/ING - NO ANCHOR REQUIRED SILICONE d e ° e O \\-CONCREIE/ MASONRY RV OTHERS i%� OPERABLE SILL / OUTSWING - NO ANCHOR REQUIRED AFCO H-497 SILICONE d A O e O CONCAfTE1 _S= MASONRV BY OTHERS 1AW OPERABLE SILL 7 AUTSWING/INSWING-NO ANCHOR REQUIRED MEPAREDeY ` It BUILDING DROPS, INC. 19r1 IIMIr4.141r•,YP V. IY IWAA11— f, IRK MILL'A w !rul.4NLL,n..n, I- R 1x-1� W _j , g - - Q C3 V ` 4A LLI SFx 0l7 O ? aZ QD Z: LOT J Q Lai 3: QtA QW 5 O LA ►-a C9 F.t_ z J a r- ~ 0 -13W 2 REMARKS BY DATt Add ADA a,u. PAM' PPM I,- GL 1161611 Arinl.•rta DWG. R A010aI1A AM 1", 4 J » IM4 i 1 R I.iAW nl,nlwA:l�'v, �n'.r tl t».0 M,J»I.^ln,•�� M�SIwA M.M ru•, iy .,. ,.N gyp'' 7 T * SA OF it Nally sighed by Hennes F NRrmo easlln I am atiprOYxlg Ole; documeo ala 2019 10 01 16 56 42.04'00' DATE, 06.05.14 GL%TJM SS/MSS SCALE' NTS DWG. q D015686 SHEET: OF 8 1 PR[PANO eY BUILDING DROPS, INC. 1 d1rwA 11A� N il.P •.,1 +l. UAA+A VIAL+ 1,:VN IA '•IH, Wrswu 'M1IF vu•.. wv"pulr rm� >a? ig O M , LU g } Qx CL r4a W in_,z� Z: s W W o w iAJ > Q REMARKS BY DAl Add ADA »A. Max,l'dun L•EA GI Ralar»n<r DWG AA0E06/1A AM /0: Al. .�LLTtilllr, l4_ r r D * I� I SIAX OF ; Q DATE: W w SCALE, DWG. S: PREPARE06�Ey„�,-� ■ - . BUILDING DROPS, INC. nA»+•u� ... rl r» , Yw1Jai 44 >v' N,0 9 z �z� g Q= Sa Q T.go z iz uj Z. tz LLJ W. w Cl uz F P� REMARKS BY DATE Ade ADA ull. Mun-•,wu Inca 0l AA1S/1, Rel-1-OWC DAOSO031A AM 090041' 'rM,Wd t A 1E 1rJ0 r•N NI!•.',,. 1.. ME.r », ,, nl •LEI ,L Anr ,`ASS tS1111 Urlll///I OUT G L/I SCALE. DWG. R S fA�OF V INS!ALLA DON NOT F. Si 1 ON III INS TALLA DON ANCHOR IS RFQUIRFD AT FAC14 ANCHOR LOCATION SHOWN ! SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(SL MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 5HIM(S) SHALL BE A NON COMPRESSIBLE COMP051TE OR BETTER 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING EXIT NOT LIMITED TO STUCCO, fOAM, BRICK VENEER, AND SIDING 4 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS 5, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSI ALL INSTALLATION ANCHORS INTO MORTAR IOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK 6 FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK coNCRErF/MASONRY CONSTRUCTION. J INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A. WOOD MINIMUM SPECIFIC GRAVITY OF O.SS B. CONCRETE. -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSI D HOLLOW BLOCK CMU UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI B Sit SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES. IMSEOMENTS, AND SHIM SPACING 9 OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HFAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, ANCHOR TABLE 6'8" DOOMS B'6" DOORS TYPE MSK� TRA SUBSTE EMBEDMud MENT PAN.ANCHOR DWANCEE MAX. O.C. MAX. O.C. SPAONG AT SPACING AT IAMBS IAMBS WOOD SCREW qlU 1X WOOD BUCK 1112' 314" 17 112' 171/4- OR FRAMING ITW TAPCON 3/16, CONCRETE/CMU 1-1/41' '-112" 17 112" 1, 114, ELCOULTRACON 1/4' CONCIlf"ICANI 13/8' CONE F 171/? It 114' 11/4" Emil ItW TAPCQN 3/16" CONCRETE/CMU 1 114" Y 10" 14 1/9 W 1 RR 12 1/7' PIN SCREWS DETAIL 71JT PR, E Ir" ;CRC MULTIPOINTSHOOT BOLT PI ATE IOCATINI ION PLATE SHOWNI DETAIL B1 VR 1'�'F 02 MHLTI-POINT SHOOT BOLT I- BOTTOM SHOOT BOLT PLATE PLATE LOCATION NOPR 4lIP1B911 /T% SILL SECTION VIEW > HEAD SECTION VIEW na/wer•JIIOARIdVY5W1YGJIMRAR manAa s: nJwREll alaerlldraww JrM,,,AA M11110144.1 IMENIOR UERTENIOR LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR %%%9. 09 X 1 3/4` PFH A 09 X 2 112" PFH / W/HARDWARE W/ STRIKE HARDWARE 4'-0" UNITS) 4 MPL STRIKE PLATES HINGE SC14EDULl DOOR HEIGHT QUANTITY 8' 0" 4 17 112" MAX. O.A WIDTH 3" TVP 11 �D m O TYP. ANCHOR LAYOUT 4• r A A r RddR Ia1aN1 NOTE: NO ANCHORS REJUINtD AT THE SILL EUH SINGLE DOORS (X) ONLY, NUif, ODORS SHOWN ABOVE MAY ESE LEFT OR RIGHT HAND OPERATING DOORS. HINGE DETAII AT IAMB PLACE e9 X 21 2' PFH SCREW NEXT TO WEATHERSTRIP INIFRSDA \ 1 09 X 2.1/1" PHILLI S FLATHEAD WOOD SCREW \ \ 3. N9 X 3/4- PHILLIPS \\ EKTFRI l FIAIH[.ADWOODSCRf WS 4- S9 PHIUPS FLATHEAD WOOD SCREWS 17 USE 3/4' LENGTH FOR 6'4 DOORS USE 1" LENGTH FOR W-0' DOORS HINGE JAMB EXTERIOR wnw �oR , OUTSWING SHOWN - INSWING SIMILAR 3 -48 X 2" PFH (%13 98 X 1 3/8" PFH (6'-V UNIT51 WISTRIKEHARDWARE / IS 118 X 1 3/8" COMES W/HARDWARE (8' 0" 11N1T5J 1- MPl STRIKE PLATE J EXTERIOR :a lNT[RIDR 4-48 X 1318 "PFH 1 - RFINFORCEMFNT PEATF -� HOPPE #2512296 PRLPAREO BY• It BUILDING DROPS, INC. .n [ r,AMA NArn az"n. m lu r,AM4 Yl�lt• rt , ..N • r .Jal .ah In �� 5;§ n Z Q`= 8~ zZxx ^s k, N C z° _ Lb o W=. 0 g 03y�: _ QW: � ~7 _dd ADA V II MWI, PMn1 L1a Gt lowvl, R,l,»ana»0W4 4A0I1AY4lA AM DGM/II „ l,.'n✓,i„•nt U:M A,rAu.,WNnl.N�l Iwy, r„1I„MaNM»tX U.,A»Ec•K„.,A a,xrMln *IL A OF �lfOF 9 S Q- DATE: 06.05.14 DWG Y: CHK. Y: G JM SS MSS SCALE NTS DwG.q: D015686 SHE ET: OF 8 2 PREPAPEO BY I\) BUILDING DROPS, INC. Yrl D�AIA •LKa Ar A„�.ry A.• u •rnn, n rA. I»41rµ J.,I 4 W o- J _ S=�- w It Q Z: zrWS�= O E4 Ir O F REMARKS I BY I DATE A44 ADA NU, Mn:Il.Ppnl lo[F GI IDS(Ir Rel.rrna• DWG a AOI00LU AM bAfiujls AA1111 _IIIII/I/ S Ai of y' Ear !� ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK 5 OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR S TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY DATE- 06.05.14 15 DWG. v: CH Y: G JM SS MSS SCALE NTS DwG. o: D015686 SHEET OF8 5 VMPARED er 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK W/ S11.1 SHOOT BOLT PLATE 42048911 ° BUILDING DROPS, INC IL .nu R� •� n-ns.1 ru ]F ' rrrM ,1^IMm .VIA w.•a .,ry..• _ , g L" # O cc IWcc - ° g x � Q O T, g O f� 000S ®O J 't a �J 00 _- HANDLE ® ?PP O $2 2 2 Z L`"�. ° HEIGHT A W a 0 u ^ a O Gio w �. HANW Z a CD .1 t v O• I. O r e S' REMARKS BY DATE >a %Al Add MIA*,11 MuH,.1` n 1-' C OW%jl. Z. q ® Nele,rncn UWG AAOIIJI{)IA UA VS1041t, d 8 O AyDM I- far,nn,Ir,A.tr.a.<I• m 0 0.G3" Iw •.aA, �A EpO i ° (COL x N T 7 e �* 79" J 1.65' ,_- .S. n of :. Qn OFRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE (LH) VARIES, SEE BOM ABOVE I ,_— - j/'/7�7- J // I LEI I T i 1. /IP ».,e►i L �I I I 1 75" 4.563" 4 SG" --{ ( S.G2' -�—'{ 4 57" --- ( DATE 06.05.14 DWG. Y CHK. Y: O AFCO H-497 THRESHOLD %� THRESHOLD THRESHOLD 10 ADA THRESHOLD 23 HEAD SHOOT BOLT PLATE (RH) G TJM SS MSS 0l� SCALE: NTS 6 } DWG, a. � I _ D1586 SHEET OF 8 R V ♦ 67" BILL OF MATERIALS ITEMS DESCRIPTION MATERIAL 1 FRAME HEAD/IAMBS FINGER-IOINTFD PINF SOLID PINE IAMINATfO VENEER LUMBER COMPOSITE 2 INOr USED/ 3 (NOr IISEDJ 4 THRESHOLD S THRESHOLD 6 THRESHOLD / AFCO H•497 THRESHOLD - 6 THRESHOLD 9 THRESHOLD 10 ADA THRESHOLD 11 WEATNFRSIRIP URETHANE FOAM 4 POLYETHYLENE 12 NON -COMPRESSION SHIM (0 75" MAX. INK I COMPOSITE 13 2X WOOD (SG MUST BE 0.55 OR GREATER) WOOD 14 It WOOD IS6 MUST BEO.SSORGREATERI WOOD 15 #10 WOOD INSTALLATION SCREW W/ 1 112" MIN. EMBEDMENT STEEL. 16 CONC.ICMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 31 STEEL 17 BUR HINGE (SEE SCHEDULE SHEET 51 STEEL 18 LOCK SERIES 400 STEEL 19 DEADBOLT SERIES 700 STEEL 20 ROCKWEI I MUL Ell -POINT TONGUE LATCH a 7322816EI 66 UNIT ROCKWELLMULTI-POINT TONGUE LATCH0173228MO" UNIT STEEL 21 HOPPE MUII•POINT HARDWARE H159ODD STEEL 21 HOPPE MULL POINT HE AD SHOOt BOLT PLATE LH S87B4091 STEEL 23 HOPPE MULL -POINT HEAD SHOOT BOLT PLATE FIN 18183923 STEEL 24 PU DOOR CORE MIN EDGE LIST SEE TAME SHEET 7 m I 7X WOOD BUCK fW ri g� oiv WOOD ANCHOR SEE TABLE ON SHEET 1 i HEAD (TYPICAL) OUTSWING SHOWN - WSWING SIMILAR SILICO►14 `- 2X WOOD BUCK / 4 OPERABLE SILL C OUTSWING - NO ANCHOR AEQUMED SIUCONt �-2X WOOD allCX OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED > OvtIDNA11 Y, ANC.HOR CAN BF PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT ANC EDGE DISTANCE ARE ACHEVIC- PREPARED& 2X WOOD BUCK r G BUILDING DROPS, INC. 2 L• / rlrr n4r.J r1 A.»e1.0 '.n nn W000 ANCHOk SEE TABLE ON BILLET 2 ,,,, , �,A s 1 / g S >g a z A g MAX. 2X WOOD BUCK ti SHIM O Q ` MIN. EMBED. 4 3$ W i JAAMBEETdE TYPICAL OPERABLE SILL Z ? rz1= OUTSWING SHOWN -INSWING SI �LAR INSWING - NO ANCHOR REQUIRED h O W = Q 3 (y]• SILICONE ^ �_ SILICONE W? r-2X WOOD BUCK .-ZX WOOD BUCK REMARKS I BY DA1 A,ICADAuII AN•11,P 11utY Or NMerer»v DWI, ANIIDAIJA M1M OPERABLE SILL r OPERABLE SILL .• M'•'u Wn'h ,t•x.•un INSWING - NO ANCHOR REQUIRED OUTSWING - NO ANCHOR REQUIRED AFCO H497 ^,1,�LEIIEIL�-•. w, -.0 * t S JA OA;rO F o- i Q SILICONE SII ICONE i ,Q P• /-7N WOOD BUCA It WOOD BUCK DATE 06.05.14 g OPERABLE SILLS OPERABLE ADA SILL DWG. Y cHR. OUTSWING - NO ANCHOR REQUIRED 6 INSWING/OUTSWING - NO ANCHOR REQUIRED G L 1 M SS SCALE: NTS O M� `fir v) LJV cx' C n � W Lf1 r-I r-I 1 Ln 4 1.0 M M W LL Ln 00 W Ln a000— Ln Ln Q 2 Q TOO t1 LL U Ln J W Ln W z z - w I, Q v II, L Q ,I Uo _ III SHEET TITLE DETAILS JOB No. 221-22 DATE: 10/29/2020 SHEET No. SINGLE HUNG - LARGE MISSILE IMPACT GENERALNDTES C�lDDII' - - - - 71A' OVERALL INSULATED GLASS 718' OVERALL INSULATED GLASS INTERIOR 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS WINDOW SYSTEMS WINDOW SYSTEMS (SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT - - IM' ANNEALED - - US" ANNEALED EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. 19W aW 44TH AVE. 1 21 19 t0 39 11 21 15 3 ISW SW 44TH AVE. IS RATED FOR WINO ZONE 4 MISSILE LEVEL O IMPACT USE AS DEFINED OCALA FLORIDA M474 - - ?MG" AIRSPACE - - 706' AIRSPACE OCALA FLORIDA 34474 OCALA FLORIDA 34474 IN ASTM E 199E PER THE FBC. WWW.CWS.CC WWW.CWS.CC W W W.CWS.CC - - 5/16"LAMINATED GLASS - - 5/16" LAMINATED GLASS 2 GLAZING OPTIONS- (SEE SHEET 2) - - NOB' ANNEALED - - 141 ANNEALED r► p OVERALL FLANGE WIDTH 810M 0 PVC 8100 PVC 1 a1 8100M PVC 31 u4' 3. CONFIGURATIONS. 'O/X" QUANEX DURASEAL or. - 090" PVB INTERLAVER BY DUPONT OUANEX DURASEAL or, -' - DWI" PVB INTERLAYER BY DUPONT HUNG 4, DESIGN PRESSURE RATING. IMPACT KODISPACE 4SG TIPS KODISPACE 4SG TPS IMPACT IMPACT 53 118' MAX UNIT WIDTH - OVERALL FLANGE WIDTH SINGLE HUNG CARDINAL XL EDGE or. 1l8• ANNEALED CARDINAL XL EDGE or, - .- 1/9 ANNEALED SINGLE HUNG SINGLE 48 15I76' -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND I G. SPACER I G. SPACER' a6• GLASS DLO _ - 36" - GLASS TABLES ASTM E-1300.0401/09. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER IS PURFECT GLAZE'H' OR SIKAFLEX 552 J z ¢ Z ¢ 3 I ¢ 2 IS PURFECT GLAZE "H• OR SIKAFLEX 552 a 3 rI� 2 - 1 �+ Z 1 INFILTRATION TEST PRESSURE AND GLASS TABLES w 0 1- 0 w 0 w tj t?: 71 1 - 3113110' F- Ow 00 ( a� f pwS u�w�0 77 1+4' GLASS DLO ASTM E-1300-04e01/09, W z 8 2 Z Wu _ 4 t 1W ��11 k Z MAX 1 1 t2 - Ill' GLAS581TL .-- 2 2 C _ - F Z O, 2 S - - F-- 1 I A S. ANCHORAGE: THE 33 1/31% STRESS INCREASE HAS NOT BEEN USED rL a to � r o tY 3 m LL � Lu 3 > O 3 � 2 20 t2 :u. 26 LL � LU r O 3 3 OVERALL LL W T� F- 3 g 2 t ZZ Z gg FLANGE 1 - - IN -HE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR Z ~2 S z O O 38 1 2 2 = ¢ T 8 O SECTION VIEW 6-8 Z 20 ¢ < w p O HEIGHT 33 t 5!18" 1 - - - �- 1 ANCDETAILS. WINDLOAD HOR CALCULATIONS. 11RATION FACTOR cd=t s WAS USED FOR WOOD o z ti i a ? & trr GLASS BITE p O z NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, zU N In z O I 63t14 Z 0 0 p - p U- 2 Sr O uj p U- RIGHT SIDE SHOWS SASH SECTION VIEW o O cOt ui p U- GSn lA5S OVEIiAIL I a Z U 0 Z _ U� Z U ? 60,U 76' 1 I DLO FLANGE I 1 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP > I- 3 2C, C ? O 4 > 3 p tF�l - � 2 30 < 3 W _ F_ 2 Z MAX HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ;� , t- x In 0 w u1 w 1 1 27' OP_RATVON BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO 2 aQ' > N U - Z to 2 > N Q Z 2 - � � > V) � 3 � UNIT O I- 1-Y 3Qg O>>3gg '2' pp�Y Q� HEIGHT s2" B B ClO S HURRICANE WINDS AND FLYING DEBRIS. W O x to w N H I& m O w h w I MAX W4 O ;4tk� - Z to 4tkJ � h > 1 , UNIT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT a w u 0 2 > O I I = a 3 N 31 - 29 = ~ a X V) B HEIGHT I t USED AT FIXED MEETING RAIL AND JAMB. a a rr 3 c In a D. cc �' S a I 6 1 I I GLASS TYPE A a 7 iNTER10R s1 5+tn' 1 , L B. SERIES 1 MODEL DESIGNATION SFt 8100. GLASS TYPE A SASH LITE MAX C 34' FIXED LITE r: SASH I I 6 GLASS 305118' 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING 1111101 - - �Itllllll/ J2 NI1111/ HEIGHT X OL O MAX X -- OPERABLE SASH, 0 = FIXED SASH ; \V3�1 sA te�s!�IjZ \\55��,yA. 1tg/ejSASH 27. \ �►sA T(/Ia„/! 6 HEIGHT X I GLASS 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR \\�Yu�.'��lose F�'''��i 718' OVERALL INSULATED GLASS 7+8' OVERALL INSULATED GLASE `��\ �_�,YC0r1f�P''��i� i8 19 t `Wr„'�of8jam\4 ^ C OLD LOCATION. �7 No. 58201 S - 118' TEMPFRFD - - Ir6' TEMPERED _z No. 58201 �= No. 58201 �� hLl,1 1 /,U� 1 11. EXTERNAL WEEP SLOT = 1/4" x t•u4" LOCATED 4" FROM BOTH ENDS _� Z*Z �_ - - - - 7/16' ARSPACE �rC 1 1 _ 7ll0' AIRSPACE t t 1 } 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62" t'rATEt ` - - 5 t6" LAMINATED GLASS - - 5/16" LAMINATED GLASS BTATlOF A A C 46 3/8• 6 - - 2g^ ''��Ij'//' ```,\\\�` -. - 1/8' ANNEALED ... W ANNEALED0 Nl-ERLAVER BY DUPONT / N�1\\YA`,\\\` t? I I 8 I' ••- -,14 GLASS DLO GLASS DLO 1111111- OIlANE1f DURASFAL or. 11y(1" PVB INTERLAYER BY DUPONT WANEK LXJRASEAI or. CARDINAL XL EDGE or, q - 491U16" - �- 31'vl16' - Lucas Turner CARDINAL XL EDGE or. .�. - 1/8' ANNEALED MAX SASH WIDTH MAX SASH WIDTH KODISPACE 4SG TP5 - - 1+8' ANNEALED KODISPACE 4SG TP$ - •._ _ . 20Z0.08.� + G SPACER I G SPACER 8/06/2020 25 47 `�' &05/2020 14:57:17 8/05/2020 18 PURFECT GLAZE'H" OR SIKAFLEX 552 . t8. pL1RFECT GLAZf'H" OR SIKAFLEX 552 - - -05,001 LUCAS A. TURNER, P.E. 1 1 LUCAS A. TURNER, P.E. LUCAS A. TURNER, P.E. FL PE 11158201 1 FL PE 11 58201 do; 1e FL PE a 56201 12 - 112" GLASS BITE 2428 Old Natchez Trc Trl 2428 Old Natchez T lc Trl 2428 Old Natchez Trc Trl Camden, TN 38320 1 98 1 Camden, TN 38320 Camden, TN 38320 PH 941.380.1574 3® 112" GLASS BITE PH 941-380-1574 PH 941-380.1574 'SHEET OtSCRIPTION SHEET DESCRIPI ION 'SHEEI OtSCRIPTION DESIGN PRESSURE SECTION VIEW C-C O GENERAL NOTES AND GLAZING DETAILS SECTION VIEW A -A SECTION VIEWS LOCATION MAX. UNIT SIZE IMPACT RATING 4 SWEEP LOCK REQUIRED RATING ELEVATIONS ALTERNATE FIN FRAME TABLE OF CONTENTS DRAWN BY DATE DRAWN By DATE NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36" x 62". DRAWN BY DATE GENERAL NOTES & ELEVATIONS ..... 1 NON-HVHZ 53-1 /8" x 76rr +/- 65 PSF ADE 06/10/08 ADE 06/10/08 FOR UNITS 36" x 62" AND UNDER. ADE 06/10/OB GLAZING DETAILS...............................2 HVHZ +/- 67.5 PSF DWG# REV DWGr REV DWG■ REV SECTION VIEWS & ALT, FRAME. ..... .3 LARGE MISSILE IMPACT cws 155 E GLASS TYPE a CWS-155 E CWS-155 E ' EXTRUSIONS & 8.0 M_ ................... 4 NON-HVHZ „ „ +65 / -75 PSF ITEMS NOT SHOWN FOR CLARITY' ANCHOR SCHEDULE & NOTES,.......S 36 X 62 SCALL SHEET SLABS TYPE B SASH LITE SCA1t SHEET 22 27-28, 3337 43-45 �cME SHEET W i �. �� INSTALLATION DETAILS .....................6 HVHZ +67.5 / -75 PSF 1 1 1 OF 6 FIXED LITE S G L C S PER 411.3.3.1 1:1 2 OF 6 1 2 3 OF 6 V `� ) VAIM LIST FRAME CORNER % ITEM PARTS DESCAIPTgN MATERIAL - _ CONSTRUCTION' F�� _ ' 3 v8' _ _ 1 H-6222 Flame Head, Fig, Single PVC 1 15/16 - - 1 S" MAX 0 C ITYP I - - 'WINDOW %% IND/OWS/�YSTEfMSSBY OTHERS r/WIIN�NDO]WSSYf�ST�jE{�MSS 2 H-8222 tame SIII Fig. Single litf PVC WINDOW0MV68 - _ ' - .. MINE E DIST MIN EMBEDMENT - - - - \�/IYLYCYIYIiI�lJU1i' W M r+► iVPlrlAl HEAD SEE TABLE 1 SUBSTRATE 1 4' MAx ITYP) 8" MAX O C (TYP 1 EDGE M" MAX SHIM SEE TABLE t MIN EDGE DIST SUBSTRATE 1900 SW 44TH AVE. 8" MAX ITYP I - - 1900 SW 44TH AVE. , SEE TABLE I 8Y OTHERS 19W SW 44TH AVE. 3 H6222 Frame Jamb, Fig. Single PVC 1 SEE TABLE 4 H•2121 Alum. Fixed Meet. Rail ALUMINUM ` - OCALA FLORIDA 34474 A^ MAX (1YP) - - - OCALA, FLORIDA 34474 / % 1 4' MAXSHIM - - SEE TABLE + OCALA FLORIDA 34474 5 Sffi28 Fixed Rail Cofer PVC 8 1 B/8" 1 ) SEE TABLE I V01, / EI 6 WWW,CWS.CC -C✓ t6' MAx. ITYP I WWW,C,WS.CC 1 a" MAx (TYP I 8" MAX OC fTVPt WWW.CWS.CC SUBSTRATE BV O7HER_1MIN. EDGE DID ANCHOR AT MIDSPAN I1VP 314' 1 Sl8" U16" 6' MAX iTYP I - - 4^ MAX (TYP) MIN EMBEDMENTSEE TABLE 1/B H6224 Sash T Rail PVC vt6 ; 1 8100 PVC7 H-2124 RanGxooment L1pr STR ALUM 1f1G, i 8100 PVC A' MAx ITYP, 6100 PVC PERIMETER SEALANT SEE TAKE 1^ 1 CORNER WELD SINGLE HUNG 6• 1 - - - SINGLE HUNG IN IDE ANDER INSTALLATION ANCHOR > SINGLE HUNG 8 1T6223 Sash Bottom Real PVC 1 1 IAII SIDESI �, INSIDE AND OUT SEE tABLE 1 9 H-2123 RBinTorosiment for SBR ALUMINUM PVC SASH MTG 1 6 ! / MIN. EMBEDMENT 10 H6225 Sash Side Roll PVC 1 PVC FRAME PVC SASH PULL RAIL IMPACT 14' 1 O MAX OC Ip i 1 I IMPACT SEALANT BEHIND + ✓ / SEE TABLE I IMPACT J 11 S-2129 Reinlaoemertl for SSR ALUMINUM FLANGE RAIL/STILE H-6223 H6222 M-6224 j IMAx O G f FLANGE BY INSTALLER 174' MAX SHIM 12 S6237 Glazing Bead PVC 5 2 ¢ 3 t O MAX O.0 O � Z ¢ 2 3 / / l Z ¢ w p 0 PC 13 P-3118 Keeper, Sweep lock ZINC 1- OWE � rW- g 0 r MAX O.C. (TYP,) p w A � w g i PERIMETER SEALANT 0 w r5 15 P4632 Sweep LockM Head, Tek 3 C _ 7? ol Z Q O _ r 1- Z to ya! T� Z BY INSI TER S IN INSTALLER a XLKW W 3 1+8" W 2 _j Z 2-- 1- 1 Mrc,r+,u� ITYP.r W a 2_ PERIMETER SEALANT Z Q Z r 2 3 m 1 9/16' - Q fY � m 1 p j > K� m INSIDE AND OUT N- Z O O 1 - 1 3+1fi' I- W T' 2 1 1_ 2 Z S I- 3 INSIDE AND OUT INSTALLATION ANCHOR 2 S ¢� 3 o_ 16 P4633 Barrel Fastener STEEL - d7 Z Z x 8 � w O Q 4" (TYP 1 �""r "A1i O O O W O O SEt TABLE 1 O r- a ¢ 17 Block & Tackle Balance STEEL 1 0 ~ _ 1 U = F IZ SEALANT BEHIND U I a 4- r7yp I U 0 /- Z a I- fD S INSTALLATION ANCHOR FLANGE SV INSTALLER SEALANT BEHIND u) rn L ~ U) a 18 Puriecl Glaze "H" or Sikallex 552 SILICONE 1 - FIXED MEETING RAIL 1n - Z X X a - 2 - Z- r p m 4 2 '- ] h- N q• j7yp p ] Z � M rn SEE TABLE 1 FIN BY INSTALLER (9 O 111h" Ill SCREWED TOGETHER WITH Z Q l% U - 2 Q uj U - Q vj ] U - 19 Sash SEE SHEET 2 GLASS OUTERFRAME a t- Z U u) Z 8 LL U X X U Z LL U B HORIZONTAL SECTION C HORIZONTAL SECTION I- U O O? t 5+8' I r IA' 2 S F TYPICAL FIN ANCHORAGE 20 Fixed SEESHEET2 GLASS 218 1'8 > ¢3��=0- > �-O? ¢3 � 3 9+ I i F- E (� (� /� () H ►- c TYPICAL JAMB ANCHORAGE 21 P•3429 Wain.. 0.270 x 0.187 back FinSeal NYLO a > in U Z rri U 11 1! U > U1 Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION > rn U - 2 22 P4838 1Y8 x 2-1/2 PH Mod. Truss, Type A, TEK STEEL 1 , w LLO W m p w� W z 0' to O pw In w LL y W y 25 S6227 Screen Catch PVC PVC FRAME PVC SASH MTG RAIL rr w H O Z i> a w r I> w F O CL 4 i> IY 28 S43228 Screen Su PVC FIN/FLANGE RAIL/STILE H-2121 = s W win & r Ix W 3 le In = W $ W in 0 m 27 P4051 kb x 1 1/4" Ph FIT TEK, Whit. ZINC I H-8225 a I- a 3 ANCHOR LAYOUT - (FLANGE I ANCHOR LAYOUT -(FIN) ANCHOR LAYOUT -I FLANGE ANCHOR LAYOUT - (FIN) a r a Y a a X a LO H-6231 SIZES OVER 30" x 62" SIZES OVER 36' x 62' SIZES 36" x W" AND UNDER SIZES Z' x 62" AND UNDER L U LIT 28 P3748 M6 x 0.625' Quad Fh TEK, Wht. ZINC SEALANT BEHIND 04" MAX iHIM r -1 Ln r-1 29 P-3783 lmpacl Lock STEEL FLANGE BY INSTALLER I M I(71 ll 30 P pact. Keeper STEEL A1Lt1111/II L�111111U/// I I `tL11t11U1//// tY M O 0000 N�.y /I \� A j \� ATtpp�i� 31 P4264 uieX 3/4FHPH w/L08 Head TEK. Wht STEEL - 151t8' - `�\�,\\t yt�4 '/'��i�� `�\�A\\ l�A�•' /,��i�� BYRINSTAE EREALANT MIN EMBEDMENT `�A\ y tY ' '��i' W LL M rl SEE TABLE + � V8 1 i 1 - `* *i INSIDE AND OUT V 1 No. 58201 �: CL 00 00 32 P•3218 croon lame ALUMINUM / =7 No.58201 �_ o 33 P-3321 Screen Cooler Kay PLASTIC L r - 1 Ln8' _�* *% 34 P-3228 Screen Spline RUBBER t tlt6 No. 58201 01 1 42 1 1 liq' t =7 �� •�+ 35 P•3581 Screen pout VINYL lib' 1r1(r � � 2f t 1 J' - 25 +� *� W2 /ram* �= SUBSTRATE BY OTHERS f *� �� 0 Q = 44 MIN EDGE DIST NKAIIp 36 P 3 Screen STEEL 1 ( v16' 13116' - - 1 t f8' i IITATlGF ` KA1Rt ^ SEE TABLE t - - ` tl U 31 P-3029 Screen Pull Tab STEEL 1-16' % . SEE TABLE 1 39 P-38 3815 71i8 S x Bll8 Phil an r. /8' x 1" x 2" RUZIBNBCER PVC SASH STOP • 6025 PVC. CATCH EN PVCCOVER IL P SUPPORT NOTES.,''��////N11�� `Y\\\\``` jjNSTALL ONE ANCHOR AT FJICH INSTALLATION LOCATION. Sll L ANCHOR SPACING SAME A6 HEAD. ''''�Z////1(lAL �\VkV\ `` 6 TYPICAL Sit ANCHORAGE /////N (LTt15 ) I�`�- r MTG \ A VERTICAL SECTION \ II, 40 P4479 WeepooYen PLASTIC s622s I--------- 4 2 P6025 Sash Stop PVC 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/I6' IS PRESENT. LOAD BEARING SHIMS SHALL BE 43 P-6025 Sash Cam PLASTIC CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED 3/4 B/0512020 B/l�/2020 B/05/2020 _- _ U W 44 P3295 Take Out pt STEEL - - 5/8" 1 / 3. ANCHOR TYPE SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1. SHEET 6. I l�+ 45 P-3342 Seam Sealer SILICONE 1 I 9 1 7+8 G - 17 TABLE 1: APPROVED INSTALLATION FASTENERS 46 P-5588 Hole PI PLASTIC ;n8 (�- t1 15 t6" u1s 's" t LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. LUCAS A. TURNER, P.E. �^_ 117 FL PE p 5820t BE PROTECTED TO PREVENT REACTION. FL PE 0 5820t FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FL PE 0 58201 W 47 H6231 Frame Maid. FIN. Single H PVC 1 t FLANGE CONCRETE (2.0 KSI MIN) 3116" fTW TAPCON 1.112" 1.118" PERIMETER SEALANT _ � u18' PVC GLAZING 2428 Old Natchez Trc TrI 2428 Old Natchez T ro Trt 2428 Old Natchez Trc Trl `1 _- -1 48 P4958 Wstp.. 0,420 x 0.187 back NYLON REINF BY 1NSTALLFR - _ I Z S-2129 REINF. BEAD Camden, TN 38320 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TN 38320 FLANGE HOLLOW OR GROUT FILLED CMU It t7 PCF MIN 1 3+16" fIV11 TAPCON 1` INSIDE AND OLIT Camden. TN 38320 -1 Z REINF SASH MTG FLANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON t' 1" , III H-2123 RAIL S 6237 PH 941.31T0-1574 SPECIFIED TABLE t SHEET 6. PH I341-3(30.1574 , PH 941.380-1574 - v HORI�ON7AL SECTION _ '3HEE1 DtsCRIPI1t1N �aHEEI DESCRIPTION FLANGE GROAT -FILLED CMU (ASTM C-A01 ;L116" ELCO ULTRACON 1.1r4` 2117 b Box FRAME INSTALLATION 'SHEET DESCRIPTION � III W H-2124 9, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, (FUSED, INTO SUBSTRATE �iUl INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND' 3118" I71N TAPCON HEAD AND SILL SIMILAR FOR BOX INSTAl1AT10N c (� LL.I BOM AND EXTRUSIONS FLANGE IX MIN. SOUTHERN PINE (G=0.551 t-318' Ire" INSTALLATION DETAILS I�, T__ -_ '_ I, Z INSTALLATIONS TO HOLLOW CMU REQUIRE 7HC- USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES OR ELCO ULTRACON - FLANGE 2X MN. SOUTHERN PINE (G-0.55) 910 WOOD SCREW 1.318" 718" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, !I I I III Z DRAWN 9Y DATE 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS. 3" FOR MASONRY 1" FOR WOOD AND METAL. ;DRAWN BY DATE DRAWN BY DATE 1I ___ ( Q 16 GAUGE (0.060-) MIN. STEEL STUD 111D-16 HILTI KWIK-FLEXOR (TW FULL THREAD { UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED' I I 1 I I Z � ADE 06/10/08 ADE 06/10/08 FLANGE 7116" ADE 06/10/08 S. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. (33 KSI YIELD MINI TEKS SELF -DRILLING SCREW THRU 0,06(i" _ ,III O Z 'MGM 'REV 'MG■ 'REv � - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED 'DWGx 'REV I - } SUBSTRATES SHAH MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 118" ALUM. (W63 T5 MIN.) OR tt10 GRADE 5SELF-TAPPING r FULL THREAD INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. I I` -_ ( I- CWS-155 E CWS-155 E FLANGE 71t6" CWS 155 E --1 Z tB` STEEL 133 KSI MBJ.) DRILLING SCREW 111RU 0 T25" -PRODUCT ANCHORAGE IS IN ACCORDANCE. WITH REQUIREMENTS A5 i - SCALE 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SCALE SCALE Q SHEET FMAIAAMA 100 FdV WINDOWS), FMA/AAMA 200IFLANGE WINDOWS). FMAANDMA 250(BOX WINDOWS), FMNAAMAIWDMA 3W(EXTEMOR DOORS) SHEET FIN 2XMM1. SOUTHERN PINE IG�0.55) k8 WOOD SCREW t-112' 7rtB SHOWN FOR FLANGE WINDOWS. SHEET l - I 0 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 1:p 4 OF 6 ( 1:25 5 OF 6 1 ? 6 OF 6 U - II ail, I SHEET TITLE DETAILS JOB No. 221-22 DATE: 10/29/2020 SHEET No. 1 -, .. - --_-- _ _ _ _ _ 1 1 I 1 1 11n1 {1n',r •.,,1 _ RFIF a'�'t�IPun 171 1 1• 1 �1mF1 ere q��lf 1 _ _ _ -- �- -- �� - F . ....:. _ _ -.._ - _.. _ L. _L_.Ldll . _ Lf Y_i�L '1L'1 1 1.1111Y_ _ _ .11 II RSfO l I I 1 L1!f IIII IR.10L I 1 1 , N1 7� 1 . •,I ..I • 1 j t' •, .t. r, y . 1 tFNFRtaI NOTES; \fVlJL7r�UUV (/(j��,%,/��/{(,��r�1� �Lt•� (/(j',QJ.(,/�(,r�l�v�r/3�/�//, �ii�J SLIDING GLASS DOOR -IMPACT 1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS 24 1 :J, 27! 10 28 3J COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND 22, WINDOW SYSTEMS WINDOW SYSTEMS " IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW d4TH AVE. 18 '26, 1900 SW 44TH AVE. 1900 SW A4TH AVE. • HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC, OCALA. FLORIDA 3447A C - OCALA FLORIDA 34474 OCALA. FLORIDA 34474 igi pg• _ WWW CWS. CC www CWS.CC WWW CWS CC 48 718" - MAX UNIT WIDTH 2. GLAZING DETAIL (SEE SHEET 2) '33 16 2e 2n 221T1 Z3 13 7 24. 26, 18 25MAX xr PANEL WIDTH - A 3- APPROVED CONFIGURATIONS. "OXXO" "OXO", 'XO', 'OX- 8900 PVC 8900 PVC 8900 PVC { + + 1 4. DESIGN PRESSURES. SLIDING GLASS SLIDING GLASS - SLIDING GLASS 41 y4^ - , -NEGA-IVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS GLASS DOOR -IMPACT DOOR -IMPACT DOOR -IMPACT TABLES ASTM EA 300-04001109. MAX NIT '.I - 0L0 - - y_ii - -POSITIVE OFSICN LOADS RASFO ON TFSTFD PRFSSURF WATER INFILTRATION TEST PRESSURE. AND GLASS TABLES 1 SEE CHART Z az3 Z 3 aZ3 6. z 3 aZ3 O X X p 1 ASTM E-1300 odeotro9. z w J Q w g w p w O Q }t1 p W Q Z Z W O E2 Ww�pQ NZµOµIl 5 ANCHORAGE THE 33 t 13% STRESS INCREASE HAS NOT BEEN USED IN THE Z Q - 3: roO 2 ? > �{ Z ? > 0.0 -; m B ' � B DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL ti [wn Z f- _ �J _ LL d w 3 Z Ti = r w Z 1- _ GLASS WIND LOAD DURATION FACTOR Cd-IA WAS USED FOR WOOD ANCHOR Z Z x y1 a w w O C) ' 12 30' 33 6 24 19 a Z _ d x w O Z x Q w p O y+ OLD B CALCULATIONS. U Oh-dCjaxrw U�OLjax►-�C U pU F axl-L> MAX PANEL N F IA a to Z H y f!) 1- VI a SEE I� n p -'�ZZ SECTIONS-B O z-Cn-Z O O -P1 Z „/. HEIGHT I (� - (7 •-~ N 17' Z O O U Z zz U. D v N SEE ,HART i III i - i \ 6 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT UO Q= U 1 O y O O > 3 U w p Z REQUIRED. 1- - LL g 2 ,_ - O LL d Z LL 1 j V OVERALL V OVERALL H f- M O F f- f- i { 7 FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY a 0. V1 U - h O - tX > W U Z h 1 2 J 35 34 11 :A 11 40 1: 4 OL Tn U - Z A I- O O > 3 O PAIR OF ANCHORS AT EACH CLIP - - _ I'_ O 3 O � � � O a r A WELDED. LLIrc Z- y w 177 - 3 16" TEMPERED Z 0) cr to LU U. LL�� SEE - LL�wJ�e� w LL�1'nOOJtN11Fw ! 3rt6' TEMPERED O O 4v S. SERIES i MODEL DESIGNATION SGD-8900 0 w l- 0. Z > 2 j 3rH' AIRSPACE 378' A1{iSPACE O W O SECTION D U O w a O �1WW21 145 13118" ti d 4 - - 7, 16- LAMINATED GLAS> - 7118" LAMINATED GLASS d t- 0 12 UJ 3 a a 0, AtAA UNIT WIDTH MAX UNIT WIDTH - 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING ( I' '27. - _ X=UN6W48LE SASH, U=FIXEUSA4H L I 23 - •. '916' ANNEALEDGLASE VW ANNEALED GLASS 48MAX AB' - - EL WIDTH - - - 10, SECTION CALL OUTS APPI. Y TO ALL CONFIGURATIONS 111 � t 1/ /// - 000 KURARAV SENTRY MS KURARAY PVB 1U1111/ PAN�LWIOTH ♦ •M ' _ 12 I- INTERLAYER \\\1 ///� \\\1\llltll///. 11. EXTERNAL WEEP SLOT : 1/4 x t"LOCATED 4" FROM BOTH ENDS. ♦ s "�.�4 i 3116* INTERLAYER A T / A /i 1••.. 1 Al 314 -•,1 rI 1 41 3i4- `�♦ ` v1F •• / i� j �- 311fi' ANNEALED GtAS' :1!18' ANNEALED GLASS `♦♦♦` e`. /�' ♦♦♦♦` a Vol (EL WIDTH I - + GLASS # l\\ / #L 12 4 `♦ y1F •• �' S I8'26' 13 7d' 7 33 1311 20. `�# ♦�' •t PAN • _ _ - GLASS _� # #� #y ''.I No. 58201 OUANEX DURASEAL DI ' 2 olo DLo No.58201 No.58201 MAX UNIT i,` ?7 �_ CARDINAL XL EDGE uI,? �� • MAX UNIT •' �' - ti - - HEIGHT - - ' - `� #� QUANEX OURA5FAL of -� X# �# �= I S"EIGHTEE CHART I I GEE CHART 'li KODISPACE 4SG TPS - } CARDINAL XL EDGE or, I Lucas Turner 33 / K1]OI$PACE 4SG TIPS as�- IG SPACER t17A11t Of 1 G SPACER Z 1lTAl1E OP STATE Of 2020,07.31 �'ii 'ROIIO� .`� !? I �i.♦� '. AZOIap► ♦♦� p O III X ! O D E O i'I X li E 11:1534 ''////I//!I `11�`��♦♦♦ FIXED PANEL ATTACHMENT 1J AKA E%Sh�F "H 13 PURFI-E%GLAZE H //////// NALt�\`♦`♦ �'//ip/ NALt��♦�`♦ SECTION C-C PURFECT ♦ ♦ / SWA 1 HEIGHT DLO I' HEIGHT �I DLO - i1 -0S'�1 off 13 / i / /►IH111 /NIIIN GLASS p_ GLASS ! 1y16' GLASS 81'TE MAX PANEL I �i � MAX UNIT i � SEE CHART 13/16" GLASS SITE a SEE CHART I;BEE CHART i SEE CHART r t 30 t2. 30- w ll _. __ 1, �C C 1 7/21/2020 1 - ' 1 7/2112020 7121l2020 v _.� t? 12 LUCAS A. TURNER, RE 13 LUCAS A. TURNER. P.E ILALUCAS A- TURNER. P.E FL PE # 58201 37, 14; FL PE # 58201 FL PE M 58201 DESIGN PRESSURE GLAZING 2428 Old Natchez Trc Trl tD ; 4 2428 Old Natchez Trc TO 2428 Olc Natchez Trc TO to 1? s0 's? 6 24 t9 i CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING Camden, TN 38320 Camden, TN 38320 Camden, TN 38320 RATING TYPE (Sht.2) PH.941-380-1574 PH 941-380-1574 t PH.641-380-1574 r e SHEET DESCRIPTION - 31' 27 'SIIbF�DRiPTION XO 96' x 96 48-7/8" x 93-1/2" A LARGE MISSILE GENERAL NOTES AND 1 01]� 29 SECTION E-E yIEET SECTION T0.IE TABLE OF CONTENTS OXO 145-13/16" x 96„ SECTION VIEWS - TAIL SECTION VIEWS - OXO +1-60 PSF A ELEVATIONS �J AND GLAZING DETAIL AND XOIOX DLO 41-3'4" x 86-3/8" IMPACT a' 15 �L`�. OXXO 191-1 /8" x 96" A DRAWN By DATE DRAWN BY DATE DRAWN HY DALE GENERAL NOTES & ELEVATIONS. ............. t NOTES: SECTION VIEWS OXXO & GLAZING DETAIL....-2 XO 96" X 80" B ADE 08/03/OS ADE 08/031D8 ADE 06/03/08 SECTION VIEWS OXO &XO................................3 48-7/8" X77-1/2" LARGE MISSILE Dtv1;x REV IINOSTALLATIONWITH NOSILL RISERALLOWEDONLY WHERE TE 11i3 t t33 Dwell REV 1.ITEMSNOTSHOWNFORCLARtTY 10.2632 Owc+ Rev ' EXTRUSIONS & B.O.M.......................................4 OXO 145-13/16" x 80" +/-60 PSF B CWS-298 E WATER INFILTRATION RESISTANCE 19 NNO? REQUIRED CWS-298 E 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2 CWS-298 E ANCHOR SCHEDULE & NOTES.......................5 „ „ DLO 41-3/4" x 70-1/4" IMPACT SCALE LASS TYPE LASS TYPE SCALE , 1 INSTALLATION DETAILS .. . ........... _ ........6 OXXO 191-1/8 X 80 B SHEET SETTING BLOCKS PER FBC 2411.3.3.7 SHEET ° 1LE SHEET 1:33.33 1 OF 6 12.63 2 OF 6 1.2.63 3 OF 6 PARTS LIST TYPICAL HEAD ANCHORAGE O • i 5 t6;,n• _ FRAME CONSTRUCTION I /]`IL ��J7{�/�) c(/(�Q]_J%f�/f)}jjf�%%yT�-/�I�C�/�1, (y 1713t1 PART NO DESCRIPTION MATERIALl�e� [JA0{1 Q(� _ L - 3" (Tyr) S/CYL/AY(YlL%L7l/L1 27rt8 MIN - --- - MIN EDGE DISC -, �]v t H•3042 FRAME. MAW,SGU PVC + I �� 1-4' MA,; SHIM 2 S430d0 THRESHOL /FILLER. SGU PVC 1 1 WINDOMS WINDOW SYSTEMS SEE TABLE t WINDOW SYSTEMS fi' MAX -• - 12" MAX O C - 4' ITYP) 3 -1722 SUPPORTBLOCK, FIXED. SGD ALUM 24 1900 SW 44TH AVE. (TYP) ITYP) 1 f I 1900 SW 44TH AVE. / / INTERIOR - - MIN EMBEDMENT 1900 SW 44TH AVE. 171B' 2 1 t71F." OCALA. FLORIDA 34474 OCALA, FLORIDA 34474 '/// ,// 1 SEE TABLE 1 OCALA. FLORIDA 34474 4 H-6059 PANEL TOP/BOTTOM RAIL. SGD PVC Ile. 5 H-6059 PANEL SIDE RAIL, SGD PVC j �j (� ve" www CWS.CC i www CWS CC www CWS CC I 6 H-6033 PANEL, INTERLOCK, FIXED PVC 1EE L_l ❑1_J I + T SUBSTRATE BY OTHERS MIN EMBEDMENT / ' "• 7 60 H60PANEL, INTERLOCK. OPERABLE PVC 6' MAX SEE TABLE I / SEE TABLE 1 / 8 I16081 INTERLOCK. SNAP -ON PVC OUTER FRAME - 6042 REINF. - 1993 8900 PVC (TYPI 8900 PVC / l 1 1 8900 PVC 9 HbW3 ASTRAGAL. SGD. PVC SLIDING GLASS SLIDING GLASS Q ► SLIDING GLASS v 10 P 3t42 ROLLER, TANDEM STEEL - t T 8 - _ t Pe, - 1 tee" FRAME CORNERS DOOR -IMPACT DOOR -IMPACT BY PERIMETER METE SEALAN1 1!4' MAX SHIM / DOOR -IMPACT 11 P-33A2 SEAM SEALER, SM-5604 1 ( t SCREWED TOGETHER 1 D INSIDE AND OUT 2 7++6' MIN w _ ' 12 P•5615 SET. BLOCK, 86 DUR 118" X 1" X 2 RUBBER V 13 P-3438 SItAFLEX SW OR PURFECT GLAZE " W 14 P3129 WSTP., O.Z70 X.187, BACK FINSEAI 6 PC VENT CONSTRUCTICN a z a Z p3 78' MAX O C 5 ul w g Ej C w 7 5 H O W �W Q O GLASS TYPE A O W a g Z a ,. 15 P.W9 00 X 314" QUAD PHILIPS. TEK ZINC Z O ZZ Ir t - tz Z O ? 0. - - F Z _2 LT _ R- E M \ Z W-I L4 ZW 1a"MAX0C Z WHO �Z I Z W O a�ZW • �^ INTERIOR O 0. rw ZI-32= co - > O 1110 1�� w � Z F 3 = INSTALLATION ANCHOR tZ� x � 4 (!: GLASSTYPEB p Qy �,pa-y� � O Q� > 3m t8 P-3557 101 2, HEXHEAD, TEK ZINC 19r16' t enN" • OnG" LL Z w 2 Z 3 SEE TABLE 1 " I7 P-55M P PLUG. 1/2' HOLE NYLON Z Z=� a O N8' O Oro awj_Q 6 O�x j .%-"R MIN EDGE �1-O ¢w0 Q. i 18 P•3767 p10 X 1" HEX WASHERMEAD, TEK ZINC U a x r OC U x t Q[ SEE TABLE I U U_ 1- U a= 0 0 U Uwl- a U VIA F'ZaF-fo4 ul F-v/a `i,1 19 P•5535 LOCK b HANDLE KIT, PVC. SGD STEEL tr9 o = Z F 7 rn O U3 Z F > SEALANT BETWEEN O rn? Z ] to 20 P-3792 3l4" KEEPER SS Ile* \ Z L9 0 � U - Z U � U 7 U - SILL RISER AND FRAME Z Q �ZUZ U a r=LL��OLL BY MISTAIIER a ZLLvt/�� 7 ! N 21 PJ793 MORTISE L K SS > a31�wQ of > d� w--=O / 1 > <$Ow-�O- V` 1 ! 1 o r H Z 0 Q O F- � H PERIMETER SEALANT BY INSTALLER p g F H r 22 Pdt36 f110 x 2, PAN HEAD PHIL SINS STEEL x N VJ d 07 U - Z O INSIDE AND OUT d tY N Q 23 S-1775 RE9fORCEMENT, ALUM.. PANEL ALUM PVC PNL INTERLOCK . 6060 PVC PNL LOCKSTILE - 6059 ^VC PNL INTERLOCK - 6033 VENTS FULLY WELDED Uj O p w N w 0 o Cr t j p W W PERIMETER SEALANI SUBSTRATE BY OTHERS _W O a cr of O w ur w SEE TABLE I O 0 ul to 24 H-1993 REINFORCEMENT, ALUM.. PANEL ALUM 1 10 Z W O -1 � x U. v7 p 1� 1- BY INSTALLER Z �7 w 0. x ¢ O y a011l L 0' O h INSIDE AND OUT + ri =c� O h 11n0" - - a IL a a a x ' MIN. EMBEDMENT 6 TYPICAL JAMB ANCHORAGE 0. '' a a � w 3 W In w x C w K h 00 NOT COVER 8 HORIZONTAL SECTION a• x 4� w W rn 25 P 4295 F D PANEL CLIP AL p w_ 1- a x > w O a x > p w F O x > 26 S-1597 COVER. FOE PANEL CLIP ALUM WEEP HOLES 27 S-1930 PANEL TRACK, ALUMINUM. SGD. SILL ALUM I_- - - - - 1;16 SEE TABLE t 26 S-1726 REINFORCEMENT, ASTRAGAL. SGD ALUM 1 1 + SUBSTRATE BY OTHERS - �, 29 S-1737 HKiHRL4E5Ll ALUMINUM ALUM A y 25 { - 158' INSTALLATION ANCHOR ?9' SEE TABLE 1 /// //yV ,e 1 30 S-6037 LAZING BEAD1.017, GO PVC U 21i 1 `\\\11111111/``\\11111 U1I!/T1,01111/RS PER / / / SEE: TABLE t \\\1�1S111 F11///// 23 ♦,X A"Tf.�,.///i ♦♦♦\A/i/i I FTWOp NCOHROUGH ♦♦```�Y- A T(/AL-///�i 31 S TRACK SCREEN SGD VC / XE ♦ tIM i ttFF i n1 I DIST ♦ W�4• 1 ,- 2 1.tr 16" ♦ W • i � W f i SEALANT UNDER SCREW � 2 6 -••� - MIN EDGED 9 PRE -DRILLED HOLES � tr • �� - HEAD By INSTALLER MIN SEE TABLE 1 Z # #S 33 GLASS (SEE SHEET 2) . �' • ♦� • �� o.. .3I1fi' - 1,t8 3 V18' 25!H' 1 t511fl' # #� - _tk #� 34 H4i044 SCREEN CHANNEL PVC _ t,IG' N0.58201 ' No. 58201 -• - Ila' MAX SHIM No. $8201 .dl 35 S-8045 SCREEEN ADAPTOR PVC Ire =� o. -y-=' Y A VERTICAL SECTION =x H FIXFD PANEL it ANCHORLAYOUT tnti" - PI L ILL A R E 38 PJ27A WSTP. 0.7 % L25' DUSTPLIJG �� 11TA1'E0t< •TAIEOF -�• MIN EMBEDMENT 37 S-1764 SILL THRESHOLD COVER (8900) ALU 1 'I 38 P4366 WSTP., V X 7. 1' X 0, 17U5T PLUG 1 1 �i� ��pt ♦♦� NOTES: �� /t�p� ♦♦♦� SEE TABLE 1 i��A' ♦♦``� fY M i 39 P.1302 WSTP., 0.330' XO.18T BACK FIN PVC INTERLOCK SNAP • C1061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737 '/////IIIILL\`,X♦X`♦♦ 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. /h N ,r \♦`♦♦`♦ // ♦``♦` ~ � • 40 P-4479 WEEP HOLE COVER PVC //1111111q` TABLE 1. APPROVED INSTALLATION FASTENERS FIXED PANEL I//III�I1t1� w 111 '� ' 1 - 2 tut6' EDGE DIST ,� Ln r•I ' t Ile" 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE I II USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. r SEE TABLE I C) 1 p O1 1 � t6 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. CONCRETE (2.0 KSI MIN.) 116" ITW TAPCON 1' 3" + - I 1 M rn 00 3 Alb' - 172- - 11'y" 37 1 - 27 7/21/2020 3. ANCHOR TYPE. SIZE SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 7/21/2020 CONCRETE (2.85 KSI MIN.) 3116" ELCA ULTRACON 1.3H' r / I/2v2020 H sIn^ - a5 ,3,16' to u. m . 1 trtfi• 1 HOLLOW OR GROUT -FILLED CMUi117PCFMINI 3/16'ITW TAPCON i' 3" It III ' i W M r•-1 + + 1 LUCAS A. TURNER. P.E.4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A. TURNER. RE HOLLOW OR GROUT -FILLED CMU IASTM C 90) 3/ 16" ELCO ULTRACON t-1!d" 2.1!_+ I t II p C. LUCAS A. TURNER. RE ? Q '-'I 00 314' ilia' ROLLER TRACK - 1930 PROTECTED TO PREVENT REACTION. > a. 00 9 i28 1 3 FL PE M 58201 FL PE 11158201 2X MIN{. SOUTHERN PINE (Cs0.551 3116" 17W TAPCON 1.3i8" 1" 1 / FL PE N 58201 SILL THRESH COVER -1764 2428 Old Natchez Trc TH 2428 Old Natchez Trc TO � 2428 Old Natchez Trc TO �p PVC SCREEN ADAPTOR - 6045 5. INSTALLATON ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 2XMIN. SOUTHERN PINE (G-0.55) 410 WOOD SCREW 1-3/8" 1" Camden, TN 38320 Camden, TN 38320 Camden, TN 38320 In Q = Q SPECIFIED IN TABLE 1. SHEET 8. 16 GAUGE FIXED PANEL CUP 00 11 d tl PH. 941-380-1574 PH.941-380-1574 (U.l1ti0")MIN. S1tEl STUD IJ10.16 HILTI KWIK-FLEXOR ITW FULL TI{REAU PH. 941.38{J-1574 7/16" CLIP ANCHORS MUST -- - 7 H 2 vta' - 'SHEET -DESCRIPTION 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED. INTO SUBSTRATE. INSTALLATIONS SHFE1 DE ScwPTioN 133 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHf E T nE ScwPTI1 N 6 1118' QQ Op 4 J18' + 1 tr8' 7116" - 518' - - TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTAL-ATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS 118" ALUM (8%3-T5 MIN? OR 010 GRADE 5 SELF -TAPPING / FULL THREAD DISTANCE OF Y AWAY "I I a • t ' 1 2 life y1 (T- 3 BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND IIS- STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125" T 16 FROM ANY MAIN FRAME GENERAL NOTES AND _ _�L7 BOM AND EXTRUSIONS ( ANCHOR / - - 11 34 t 114 30 9rt6' NOTES FIND PANEL CLIP ANCHORS INTO: ELEVATIONS - -- IIII I .� 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 2" FOR MASONRY, 1" FOR WOOD AND METAL _ / 11 tn6 1 1+tb' 1C� trip 1 QQ ADE 06/03/08 S. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 HOLLOW OR GROUT -FILLED FIILLED CMU (117 PCF MIN,, 11t6' ITW TAPCON 1 3 ANCHOR ITYPI ADE 06/03/OS �1 U V1 t tlp(�' '31 DRAWN aY DATE DRAWN BY .DATE DRAWN BY DATE tee 1 {II DD 1116' _ C HORIZONTAL SECTION r' PVC SCREEN CHANNEL .6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 DI "I REV SUBSTRATES SHALL MEET THE MINIMt/M STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED DWG If REV FIXED PANEL CLIP ANCHORS INTO FIXED PANEL CLIP DETAIL H FIXED PANEL ANCHORAGE nwc n REN 1 PVC SCREEN TRACK - 6041 CONCRETE (2 86 KSI MIN.) OR 3/16" ELCO ULTRACON 1 1/4" 2 112" 1 - -� i l ' oc ao CWS-298 E 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS CWS-298 E CWS-298 E /= - -- =_ -= 1 PVC GLAZING BEAD - 6037 HOLLOW OR GROUT -FILLED CMU (ASTM C-90 � L,J 1 PVC ASTRAGAL - 6043 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED, SCALE FMAIAAMA IOWIN WINDOWS). FMA,AAMA 2001FL ANGE WINDOWS). FMA/WOMA 250MOX WINDOWS), FMA/AAMA+WDMA 300(EXTERIOR DOORSI. GCE '4-'ALE In SHEET SHEET SHEET _ �� 1:2 1:20 NOTE: FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE. MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 - - t. 40F6 SOF6 60F6 _ --I � zZ U ) 'III U) LJ (lit QCJ 1, !j. O Z tI � I _ I�' 0 El SHEET TITLE DETAILS • 1 JOB No. 221-22 DATE:10/29/2020 SHEET No. D3 1. 1 I I I I I BI1 11 I I1"ILL DI L li T _AL_ J! 11 1. 9!I I TL 1 E 1 4 V I -_'Ifl 11,glIvItIlvi lilt lT' 11 1'I I I 'I ' I I I 1 11 1 ' 1 111 11 I 11 1' ' 11 R1111 11 I-AL11IA +` SOFFIT AIR FLOW TABLE =��` 1. G� `+t eN. AIR HOPE AIR ROPY i • T - I \\\\ �( W. n --SPAN "A" -,_ SPAN "A_- ROOF OVERHANG SPAN�A fOFflr ME SOfgTME \\\\\ \ 125" -yl i�li� _ 4' a n - ROOF OVERHANG ROOF OVERHANG -- - 2 FLOW FLOW �•,•• _ r �`�N�\�� i IY t 1 u aai m AREA AREA FM ROW AREA AREA f FIN FLOW - �.' P 1 I Z ' _ r F e' ,m AREA �, R AREA \O@@!�@\ i� r ��Z In ROOF ROOF ROOF L $ a ACW `~;;;; �i',. ,`� "T� $ \\\@\@@ 'i��•� ��` r? a FRAMING FRAMING^\ FRAMING �'�� •' •• �`� CENTER VENT b \@\\@ �i, � t n - \ 'O NARROW S!1 5.11 271 X \@@ D D D D D D ��rrF 111 �` p m r �F, * 1`` lei r AMERICAN CONSTRAJCTiON META" �� : _ PATTERN " @ x R • eo ALUMINUM ALUMINUM d NARROW 11.74 11.T4e 8.15% p NARROW 11.74 1561P B1SR "`@ p - - - - ar►�� ... < ♦\@@@\ D D D D 0- <`! Y a FASCIA FASCIA 1 $ Z rc 6938 N US Nlghway 41, ApoNo Beach, FL 33571 ` 11 o a a PATTERN PATTERN e - - _ - - - _ _ - _ - - _ - �� __ TRIM � TRIM / O F ! v a FIRLYBIT FULL VENT @@\!\\\ ' T \ 4 ¢ a �` --------- m IL 0. ` 5I WIDE St! 3N4 236LD R WIDE 3A9 4.91E 2Ji6X \@\\\ 0 o D D Q o`= `� �,==SOFFIT�r =�= CMU DR / SOFFIT �l CMU OR ` - ` 4 SOFFIT _' CMU OR \rN\ate g PATTERN PATTERN @!@ WOOD WOOD W000 n In n n n n 3 d IL *FREEROWAREA6PERLINEARFOOTtOFOVERHANG(SPAN-A' ON SHEETS3,4A,5) @@ ` 8 �ti N SEfDE1Ml"A" FRAMED SffDETAIL"C" FRAMED-SEEDETAIL"A" FRAMED %%% LOUVER PATTERN FULL SCALE � 3a PER PANEL IT TRIPLE 4 PANEL OR IC QUAD 4 PANEL @ ( I SEE DETAIL" B �_ ( ) SEE DETAIL " D" II fl /► 11 ..� _ (LOUVERS FORMED u1 SAME - SEE OEfAII"C" - TRIPLE 4 & QUAD 4 _ iW 12(r -1' "`@`\,@ EDREC110NA3RIBS) its -'I SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/]-CHANNELS SIDE VIEW - SIN_GLE SPAN w_J]-CHANNEL �w (Shawn w/ trucsNraming canDlever) (Shawn w/ truss/hxming cantlkver) (Shown w/ truss/haming ranUkver) -- - y ALUMINUM "V - GROOVE" SOFFIT RIFU4-Crr� Q D2 r .01ss� 015s o.olT "� o. _! A T-44)Ip(AIISIWCCI >, \i y: o w 1 = DESIGN PRESSURE a t fo141.OtssTNKIL) o -' yy y@@\ VIEW "A-K (I x SCALE) p') 2 wtP { --..I L-- ,76" p m .r '• SiNGLE SPAN LENGTH NAIL ATTACHED 3 I 2 I 2 N Z "A" POSITIVE NEGATIVE THROUGH FASCIA NOTE: 3 z GENERAL NOTES = FULL VENT - WIDE ►ATIERN p a S v, LD c g \\\@\\@\ S 6 (Towers forme In same - "/ a ° 016"O.C.MAX . -FOR SQUARE CUT OVERHANG, _ pv' ` STAPLES INSTALLED A 17 O.C. (INTO WOOD) 7 N D: FASCIA �-J"CHANNEL "F \\0!@@@ Direction os ribs) 6" +70.0 -141-0 TRIM BOTTOM OF FASCIA FLAT a o - l`1 i "F" CHANNEL "F CHANNEL @` \" IN XHANNEL SLOT OR T-NAIL 012' O.C. - o 1. This product has been evaluated and is in compliance with the 7th Edition 2020 Aluminum Aluminum ^Q AHIminum -Aluminum o AGAINST PANEL P ( � S (INTO WOOD OR MASONRY) Florida Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). a a \ R a w" +60.0 -60.0dK •••• STAPLES LOCATED B .33' COVERAGE tw�� ^ 7A 7 i Yc ,•...... 5 5 '� >i+ Rf (SVNAI �? 12" +50.0 -50.0 24- O.C. INTO FRAMING - J 2. Product anchors shall be as listed and spaced as shown on details. Anchor ��. COVERAGE 001 .3r - RIN+OUI / 11 embedment to hose material shall be beyond wall dressing or stucco. ��•�� y yg }- 0t 1 - _^ l } 5" 14" +38.5 -38.5 ©,\ STAPLES LOCATED 6 t M. +7 .125" u 24"O.C.INTO FRAMR4G 3. She conditions not covered by this draw( are subject t0 further en ineelln �� ` ^%_ • tr m i .031 I.R. + .47 I Q 2 < + { g g R Z a a a -- ! N u ^ ^ z NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES MISTALLED ® _ - - - 2 R o �, "1 .07 T o 1s" +30.0 30.0 o .o u7 8 11 N N analysis. ��. Fr , -a 0 0 a a 0 -7 &'� N B 11 +'' R 40 33 I i - a a a a a T W o DESIGNED 6Y THE ARCHITECT OR ENGINffR END of PANEL AND 4. Wood/CMU wall construction, by others, must be designed properly to receive �� N - 66',• 0 0 0 a 0 �� OF RECORD 8' MAX. O.C. 7 - - - - - - loads from the soffit and/or 2" x 2" batten stri aT' a a a 0 a 0 n 1' >o n o v��•f o RM AND END ORALS a a O �" ° Q (SEE DETAIL "J SHEETS) '� I�, y ): o I Q o 4 ��@'►" W 0 0 0 D a a W 5 MAX. 1' k' ��.....� Y >" k V- I /B" MAX. 5 I 10 grg 7 5. Aluminum soffits shall conform to the specification and labeling requirements of $ 0 a 0 0 - < 3A 3 11 rl 3 FBC $l9CflOn 1709.10. "��;:: _ - -- 17 COVERAGE _ - LOUVER PAT1TtMl g ° ` ° " - ^ ^ - .. $ - Ilnb (RE•f) ~I < x -- DETAIL A 1' MAX. ' o (LOUVERS FORMED R4 SAME n 1Cr Z , I" PIK'FI - 2 5/B" Want AVAILABLE FOR LOUVERS � � _ v n4- ��.. a _ r DIRECTION AS Wes) a _ n < \ Fascia TABLE of CON1EN15 �� e - o ,c prP. a tit) 9 1 /IT DETAIL C.- �� SHEET11 DESCRIP,ION �� o - ^ _ o - n N ° _ - _ T o - I Typical elevations III yenerol notes - - �� n n. z F - 0 3BB n n n e n 0 I MAX. S J-Channel o �� o N a TRIPLE /PANEL I o a ._'__ _ \ r8� 2 POMI details � � u '� r" STAPLES INSTALLED lR 21" O.C. (INTO WOOD) 1" MAX. ^ '0 '^ ` "T 2 u ---_ - - _ et _ - -- _ �� oATE: 01 O t 09 r - 16" COVERAGE - oArc 0 t 01 09 = I - - - - / arE 9 09 3 SOIA1 detaRs 3 deSlpn pfeSSltlli3 _ -- - --- 'o - I I /16" (REF) 4 _ STAPLES INSTALLED 01T O.C. INTO WOOD - 4 Soffit detaRs 3 desiprt pressures -__ - - -. -- --- SCALE N.T.S. - _ e f - - ON F CHANNEL LEG OR T NAIL 0 1 T O.C. . 1 i j (INTO WOOD OR MASONRY) iN J-CHANNEL SLOT OR T-NAIL ! 17 O.C. ) SCJUE N.T. S 5 Soffit details, design pressures 6 b� of rT1ot g11OIS -�-- - -- �Ap 4144) f*v n` JK o 4" PITCH - -+I - 2-5/8" wwtR AVAILABLE FOR LOUVERS vlEw "A -A" (I s SCALE) sDAtc. N. T. S � 2 II'AG. a: JK m STAPLES INSTALLED 0 17 O.C. (3JT0 WOOD) Ow; n JK s ln►.4 V " " CHK. of LFS ; c CW. or LFS ; 1/8" MAx. -� It - N F-CHANNEL SLOT OR T-NAIL 0 17O.C. DETAIL D >; 04O11(m15'THil E ^! /,1 FULL VENT- NARROW VENT PATNRN fill 5 10 SUBSTRATE NOTES: cwt er- LFS 0.40t4 (DISS Ttlxxl 0e1"^'s 'p. _� �� ^ �� T - a ° - - oRLwrlc rttf : c iINTO WOOD OR MASONRY) ■ (Lower formed in some direction oa ritnj o " n J Channel 1. WOOD SUBSTRATE G = 0.42 OR BETTER oRAWIc No. FL-12019.1 S FL 0 DETAIL B a °n 6 QUAD 4 PANEL °n _ _ __ Fascia 2. MASONRY SUBSTRATE: 3,000 P51 CONCRETE (AEI 301) FL - t TOTS. t E SHEET t or t3 O s+EET 2 or A D F-Channel OR HOLLOW BLOCK (ASTM C90). wYn 3 a a t�ttLTmFr/ 4 %%-% % *.. , ,fori� f1FM DESCRiP1101111 , MATERIAL O`A * kir --- ROOF OVERHANG 1 FASCIA OD215" THK ALUM. 3105 - H 14 ALUMINUM `��`�•'� • ` ��'�� SPAN "A" i n 2 "T CHANNEL OD)SS" THK. ALUM. 3105 - H24 ALUMINUM SPAN ROOF OVERHANG ��.•, :d i ) r � SEE NOTE 2 Id' * �. a n 3 HP. CHANNEL 0.0155" THK.) ALUM. 3104 - H19 ALUMINUM z # I G! a n ROOF ROOF Ti::9 i l g v w 3A 'F" CHANNEL (0.0171T THK. ALUM. 3104 - H 19 ALUMINUM FRAMING �'� FRAMING \ CONNECTOR NOTES: '�'�i �``�` >'g S QUAD 4 PANEL 0.0115- OR 0.0135" THICK ALUM. 3105 ALUMINUM )' •.. `�.` L. L I. WOOD FRAAAIFKi AND CONNECTIONS to RE DBK7NED �A�h � as 6 TRIPLE 4 PANEL (0.01 IS- OR 0.0135" THICK) ALUM. 3105 ALUMINUM ROOF OVERHANG SPAN "A" BY THE ARCHITECT OR ENGINEER OF RECORD 1 j F I 1 i l l ALUMINUM ALUMINUM Z 17d COMMON NAIL OR 3/16" ITW TAPCON CONCRETE SCREW i3 0 7 $15 X 1 3/4" TRIM NAIL S.S. 6 •. FASCIA FASCIA O� (MIN.1.1/rEMBEDMH4ry 0ZrONCENTER � � � � � 7A 14GA. X I-i/T LONG FINISHING NAIL w/ 3/1C DIA. HEAD S.S. TRIM c ROOF SEEDETAO "B" y6 EP - / i DESIGN PRESSURE (Pxq V o 8 18" GA. X I /4" S5 STAPLE / 7/8 MIN. EMBEDMI7JT �� FRAMING ��- - (SHM 3) 4 9 0 d - - - _L - _ _ SINGLE SPAN LENGTH � € I d d _ _ D e m a 9 T X 7' BATTEN STRIP G"0.42 OR BETTER WOOD `f `� CILL - f = CMU OR \ j- - _ _ - - - - CMUon A. POSITIVE NEGATIVE i g 10 APA B-C GROUP I EXi. 1513T PLYWOOD OR BETTER �D SOFFIT - FRAMED WOOD SOFFIT - - - FRAME) f` +70.0 141.0 pSL i 11 0.09T DIAL T-NAIL (W/ 5/B' MIN. EMBEDMENT ff -/ SEE DETAIL' E" SEE DETAIL' F " -J SEE DETAIL' G" - to" +60.0 •60.0 12d X 3.1/4" IX2 VERTICAL f SEE DETAIL' E " - - H.D. GALV. STEEL FRAMING (G> 0.421 12d X 3.1 /4" ( 1- - - - - - - - - - _ - - - ` & tT +30.0 •50.0 COMMON NAZI B 24" O.C. -- H.D. GAILY. STEM - - - - - - - - - - - - - - - - - �`- == / CMU OR SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN w/]-CHANNEL .16 _ w/1-31CMIN.EMS COMMONNAIIS-COMMON NAIL 024'o.c. SEEOETAVA"/ - FWOOD RAMED �] (Shown w/ huSs/framNrp oveAlarg) 14" +38.5 -38.5 ® TOP TO ROOF FRAMING w/ 1.31-C MIN. EMS. (SHEET ` FRAMED W p 31 04 (Shown w/ trTL55/flammq ov1 rhsTlq) y CONTINUOUS pi ? o n - SEE DETAIL " H " -/ BATTEN 0 CL a m te" +30.0 30.0 - - NAIL ATTACHED S N C S2 9 SPAN c 4 0 16" O.C. MAX. STAPLES INSTALLED ® - THROUGH FASCIA a STAPLES INSTALLED ® -� STAPLES INsrAUEo a SIDE VIEW -DOUBLE SPAN w/BATTENct w O 17' O.C. (INTO WOOD) a END OF PANEL AND END OF PANEL AND (Shown w/ truWframinq candiever) RJ J CHANNEL SLOT B" MAX. O.C. - - - - - S" MAX. O.C. gg T OVERHANG. STAPLES A OR T-NAIL 0 17 O.C. n 9 (SEE DETAIL "J ") - - - - - - - (SEE DETAIL •J n NOTE. FORSQUARE CUT VE HANG. APLES LOCATED ONTO WOOD _ TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 24" O.C. INTO FRAMING - SPAN 'A" _` C OR MASONRY) u - --- - - - 1- ROOF OVERHANG SEE a _ W � a STAPLES INSTALLED 0 2C O.C. (INTO WOOD) / f I L1 5 6 DETAIL fl I " ROOF ISHff14) c , ---- ON F-CHANNEL LEG OR T-NAIL 0 I7 O.C. + I. < - - v l t d I R " " FRAMING' - - - SEE NOTE 2 7A 7 11 (INTO WOOD OR MASONRY) �_ _ I rl R R R o DETAIL H T1MN SPAN LENGTH DESIGN PRESSURE (PSF) I N R 4 n G 1 }1` w/coNnNuous BATTEN B us@ z k PosrrrVE NEGATIVE I Iin ^/ I I mrT STAPLES INSTALLED 0 o" 16" +70.0 -70.0 I , i E o y i7o.C.(INTOWOOD)-----===�_----- eI s? / I f? P� rn Sz IN F-CHANNEL SLOT OR = --'_ I =' 7 IL' _ } k I" I" { I T-NAIL 6170.C. ----- 33� ,; 8 8 16 +66.5 -66.5 f - ---___ `-_( / a3a J r--- --- -- _ `3 r STAPLES INSTALLED 0 (INTO W000 OR MASONRY) _ - - - - - CMU OR [� / WOOD 1S \ ` END OFPANEIAND _-_---__�(--___==--=a l� o ga a 20" +60.0 -60.0 { E __ - - ` \SEEDETAIL"I" FRAMED R N = _ I B MAX. ` ,- I t f �, o° o o < r \ 8 11 _ m- i-" ` W SEE DETAIL A ' o T SEE DETAIL "J -. SHM 51 - - - ti F- - -- - - - - - - - - � � I II 11 i 5 I ; I o zr' +54.5 -54.5 (SHEET 3) t to ,/e'MAx _ t 10 air , s/o9z 24" +50.0 -50.0 SIDE VIEW - DOUBLE SPAN w/BATTEN aTE nt„9/09Z = 1/8 MAx. .J 5 r y - 1'MAX. - + 1 SCALE N.T.S. 2 (Shown W/ truss/frdnft amrtlarlg) SCALE N.T.S. o DETAIL" E 3A 3 _J_ _. ss CONNECTOR NOTES; -- i I_ 1 /8" MAX owc. B` JK • "i` D 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED OW; IT. JK m SUBSTRATE NOTES: CW Br LFS ; - B" O.C. MAX. SUBSTRATE NOTES: 3 BY THE ARCHITECT OR ENGINEER OF RECORD CNM w LFS Fascia DETAIL " F " E 1. w000 SUBSTRATE: G = o.a2 OR BELIES 1. WOOD SUBSTRATE: G = OA2 OR BETTER 11 " 1TFWwW No.. 2. 12d COMMON NAIL OR 3/16' RW TAPCON CONCRETE SCREW t7RAvn1Nc No. D AIL G 2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACT 301) 2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACT 301) FL - 12019.1 � " u (MIN. 1.1 /4" EMBEDMENTIO 24" ON CENTER FL -) 20) A F-Channel OR HOLLOW BLOCK (ASTM C901. J•Chonnel Qa DETAIL J OR HOLLOW BLOCK (ASTM C90). � 5 a ET 0 Dr rn r LI LL L11 r-( _1 Ln -4 ODAV /�OJ�A (r))VA ARRGY I4W. OUASArt � ^,.1 rn 00 -_ I3 CA WKV. COeERCtAL / DOLT L MUT RA NApIR V/°N) 1/i'. Li'E�D TOP MMU 31 DM,dcE WX KAR scwwl Ln 20 GA IW.V. STEEL SECTION STRAPS e LARGE M I L� E v/ tb 3/u TaA L I-0,W LAO SOOTS WD To t�1 L•L - LOCArCO AT eA CENTER WHET[ 2" TRAfJt V/A {1M/4'_20A QACX Vl KLTS AND ,UT= LLJ J M PRI Q 00 In,SE ATTACHED �+ LE _ . TOE a IMPACT RATED LY SEC. • C N lO LIC JAMB BRACKET LOCATIONS VS ATIACIE.D V/ Ul CMK . il• FCC_ • r . u t/0• CL Ov PER /Is, Dal eoADER O X I R yr . 3 yr . HKIA BACKED t4 III HN CXTMM 7CN DOOR TRACK ATTACHMENT SPLICE Q 2 Q S 00 F- CL. LL TYPICAL TOP rIXTU'RCS r SPUCE TRAOIS AT IW LOCAIM II PLATE LAiN1tED RtwNn IA VtTN G-4D IW.v. f BAS[0 G H J K L M w/ p) +I4'-3D TRACK INtsNa[ Ilan • IRJtg,--- CONTER MIN¢ aH P0. tTJtT[R Tt7 COA ., ,. ....- - M.r.a b t 99 1 a' N sEdar TO .uu° "TN (3) a/,e' PA.. t-D/tr ER TYPICAL DURASAFE CENTN 1 % .3" 14" 2T' 38" 48" $6 W. LAG WILTSit 8' 3" 14" 2T' 38" 46" 56" 68" 78" 88" VB/1B• aA I -sit• E , T ... BOLT ATTACHED TO JAMS - -- " " , - AT EA JAWS IRAdtET - 0'6e' 3" � �° B8'r � I , L - - - 1i I UT Ili• 1 Lry . S LAM 0 lB BA IS' 1 t 0-IRUS.13 DALV. STEEL If ?*AS P 1 LINT • If W 'r 13 oA aAUv s1DEL 1 ' I _J !7 3" 14" .+2Y77."1 38" 46 ,�5�8y Q6p8�"1 �!7�p8R" 66" .�N 100 � , � ; ATTACHED VI NI V1• " t/,• lEll PLATE �• 7, iT - ` FYI✓''' `45F TL1" pV ( i '� _ 11 •, NEK HEAD SCREVS AT EACH CND ACHED 'Sus/ ) ,/4•-20 ,.- ,. . ir STILE AND IS) LIP . 3+4• HEY .. - - , ^ (s HEAD teervD AT CACH sec 10' 3" 14" 27" 38" 46" 56" B8" 78" 88" 100" 112" tuMSI auCt r e NUT V ISM Tr17 OR (2) SINUS lW STRAP ,�• I 0 8 3� '.'14 90" 719" BB" 1 1 .158` LTIsa7I?ff � J�II z , N 2 "S`MTOP Or AT 11' 3" 14' 27" 38" 46" 5W 68" 78" 88" 100" 110" 124" � tl V4LINTERIOR SKIN K ISPIC,'194 O 9 ", ; HL 38" A6"- W W i'S" Tor :120" 13G" �-- Ili w t va' Rtvcls 12' 3" 1 14" 27" 38" 46" SB" 68" 78" 88" 100" 110" 122" 136" I� � i I W 1W Tor W IF E.e.NEe awANeEs _ 14} .: . '38' _+tBTr ; '78! 'B8' 100" 1 7 1 154"11 1 rST1RDNE IlNsuunDM (IX 3" 14" 27" 38" 46' 5e" 68" 78" 88" 100" 114" 122" 134 14B" 11i z 1 LI DFf1YTT TYPICAL 17DUBLfR PLATE ,l n 1. 3,; 1 " 46" ^ u 1 " 114" 1 134'� �46 16D" tRAt:H CDNn%WATION FOR O'0• UP TO 14' TALL DOORS 1 �J I i� 0 v i I Ay I A '- - 4 27" 38" S6" 88" 78 88 00 22 O 4 It Wi u All JAMB BRACKET LOCATIONS SECITUM NOWT INSIDE ELEVATION UCTus'R-TRIAS ""GM"1VACDIG LIrT NAL�E BOTT011 OAAdf[T / 1 I � N IS,ATTAL1tm � � Ti aCAL H2OM ,A'r �+_- ---- - it ) , R-TRUPACING IT[UER�iivaiv TGA ID1TDN BRACKET •e r ' TA[VITHf3iiiATTACHED v/t37 1/4' D L4' v' It A, DA03WE LY HAD=V NOt HEAD Stvi nrA r DRA no t.NUDATTACHED v/ IV . 3/4• KH HEAD cY ZMM D of 41 PE in xlora IF IEYmts Dtx • O A MAE or ARIL ATMOMM 1D Sam I LAM UtIft Laws A I,1ME Q A1f AOAOIfIIIS W SWIM 14AW/t IDE LOCH CWj#"T INTO VOITWAL Ei�� DOLT'REtN1dt TRACK ON WIN siln UW 01N R IHIHson& tu" cr WOOD JAMB ATTACHMENT TO STRUCTURE -" L0 �^� B DL,ITmroR1 wBAt at SHEET TITLE �•: PNGAEEI[M CMWODMMD TO SrK LL 1f0A DIIRASArL t SON LATCH. IN u SECURE ID tASTEEL SECTION A -A (SIDE 1AEW1 E� ... •• 3,�t� ..... LOCK CIPTIONAL) i enln r sRtnls ATTAUEB RPLCR WfV STEM M,T.i SfJ j DETAILS w /n v,• 3/r _ _ uAs su F 3X y, , D Ao LTMNF trot TIpN tr oe n Hp ofmNorn uAx 517E EE ' TYPICAL RTN BKT V/ AT LEAF HINGE Sl t6' ti •, HEX HEAD acREvt POI rAHRRi[II ••'' - --- - - 'ITS. .�� x' •. : HL71 sa fell "TWO 1nARIM t• IRON [IOi DON N• aC W t/7' �YOIn ReD7O(ECpApH�oI6�./° Na,O 11' A 14' 'I x •.••, •• b ii•' ,. ALL tlre'uDt aA•e O AMIOURD ,n to M 11MIX OESIOi LOAD E"' • • NB. TYPICAL_ WRASAF CN MI rrf SI -r , S IaD ■INK ANpgf 3/f" Y Dy/P BIANtINIO E r11➢N 0100 THIN tr O.C. It ,/a• El/O•or0 E-.-- a. _ r _ 3 N. Lf t MNLnLmR N. T.a _ 5r9► DESIGN LOAD D D ....en HMNc,e tofu-fw0 7/r H s• stHR,tNe r HNON °m 1Na n p ,/r w/ nLAL S/!f' H 1 93) LAG ♦e.0 PIF yy° h� (SI/P111D W NSTAI.LDIT SCREW nBMGtE 1• 13T'!y '� ! r -SB.O PST tFFFF MOrI 7 L t loom ,RMIM /R01N OOL. WE rNRi Or rAeiDEK (r own AT r N, T Mr KAOP fODO'a3 7q OI LOAD +4D.0 P$F ! pp ff��Z�••4� p fpT�A � 1 n /s DIMPABn ua vpru aAT°w00dt wl■LAI DIsaN caw Dr.-56.0 PSFLARGE MIS3E - Y�^'^ HAD I/1• Y D-i4. ttMt-00r N frAlws "MONO L• IN7r Oaf, uO ►NaR Or rNrO°Rs p• MMn SKN O4TT N -uao twT _ 3 S 311 H� e0 W GALV. STEEL OP IMPACT RA J AT Y oc h t/1' ON0mNd11 1 WON uO NMP"AS ILL a "ONO. °MRrC?Wu LARGE M ATE t JOB N o. , S/r 4 LB . TOGA STILE ATTAC/EB TO S A AHD O"Alm •W V"ARw At ,at rernl F DAfNA IMPACT RA BACxER RATES P4m Q1 LANCES •• •',, Y" 5 Hat fi2M s/s Y rt,A r H.NN Dlw n01 tr O.C. (1 i/.• O"D'o'n 1, OW SMIMM WILL fL fT Y caq IM M1�OR MO 71 fA •.• s A.AOTE ItC�TELDe BLTIMD EA M W M AN FL ..... $� S (at We rNRMIN FOR lauor e-fe 400t) Pa7bT�a n� LOLm MOM. a4f 00AMUTIM N� BAND w d _•,• •v_.• •� ' • 3v _ v ■ d t g •,NA AID ADIn OA1 r< f°IMONUer " PRD.v[ A rlu7H ,NDIM„NtD LIHiAO[ L DOOM " rr HATM COMMIT T W 0) MC"" N 1•e,w. r• Cps „� TN TE PROCEDURE KSONEID w I" "1' m2, e m 2aT q 7 ! F L ••• a'S AST( E331L THE PRESSIXES 910TR/ ON W ORAWWOS If r 24 •DI4LMTON Or RwD UIPt 0T IAHbM uE U) s L-tL1gf Iq LICKON ,l CA1.O:LAtEO ULHC ASOL :-T0 Mn; rHE FIy.10MAIG U _ L f0o16'MID 1NAV TV HA 1 SMALL HUM rDMft NOT 1LNARD TNA, . �i At1AlIL'rENS (D FEET o< DOOR WIDTH w THE CND ZONE. E l' r" AC RLR L°nUiut : Lt"�°yl'FL1a[0O1 t, t p°" •, � ""D ,e Nl D• A -new .0 MeaD. 2 2 1 - 2 2 ," AT WY SLCPf}. arr IT ilP7RtMD DRApNw,L ngkom MW w otoom POLYSTYRENE CME PNrD 1eN4 225 234 104 IBB ITB H°rp"b,� p yP"W�i O1LKi � r onta'°R tpA"N' a 0 f' : E7IP091RE IlVa f C D 0 4. Tlw AAI.NtYa RLMUAa1 M If.4IACTUIOA m w TnI1MY P ea e v w e COLD um ,D S AT oo R MA�,te r r a/As ,oeot a A 1` Aloc . Y tiKv. STEEL TRACK LEAN ROOT TEIDNT 30' 15' 2S' 1 ' 33' A HfNHfNN a D (ApI wL NO Nu V. a ur e 10-� iiM. TRACK TI401111M oer as"Lafe WOO Short. Loan, Plush, PJbbsd. I oe ADPRDr¢,D a/r D e w A DADf DDYMT AP0, 4 w heritage 3000 Short' tonf, /lash, Mbbed, DATE: 10/29/2020 CONS. IVMAL .WIN 3n sod Oak Summit Pa"aL /�1 .- IYNAFAD .- NMwL MAa TO nM WTtm A eMN N It[ TlT DOQ halt t PRne1D 14-30 N S/B'TDKR LY qN L-L4• Na 1-VT MN 1' *''R DTIUDIERII Tf1lOe PM CCU AF TWINIC ►AOOO UFACTI ICI THIN THE 1 PAOU ASNC A 110T FIRM A iPLItS BOLL Iwo NR/I StE 16M A pJ OAE Ot/I7191 OAMIG NRB9 TRACK MOUNTING DETAIL two = a BETTER) -- � ANs UDAf A Ile ANA/IOnIRp IMD01C101 name Atq A tmAA® � amp fI BAE DR/!1/O BG116Nt@tl N.T.B. 8 EEOO" aIR STC-590-010 r Nw sPtooW RMN T7E N SH UTIRNI TINT 01Ar g CCU TW «IH TOD rRDIOIN AVAxAfIE iRAat coNncuRAnals ON » DR twt fHPu Tc Lem Te twt Dew NAvaf nett NAP 0 D1.0®R GE SEC-590-010 uHaP no NI or At aPLLea -_ IV CARx1Ai CDI/HT vas c na SIB 1 ff I _ _ Ny CAftNAQ r vLHYT71r0,FA Nc vs, BQT I OF I SHEET No. D4al �I' -:E' I :1. . l -- ,. _I 1 _II I 1 11 ! 1 11 - I I 11 1 11 1 _ 1 'I _ I I -1'._ ..-... 1 11'1 '1.. 1 1, l! .,III _. ! I I I I II 111 PROVIDE 4" -- 30 GAGE 5H METAL EXHAUST DUGT FROM THE TOILET FAN (MIN. 50 dfm) THROUGH THE ROOF WITH A BACK DRAFT DAMPER EXTEND DUCT b" ABOVE ROOF. PROVIDE 4" 30 GAGE 5H METAL EXHAUST DUCT FROM THE TOILET FAN (MIN. 50 dfm) THROUGH THE ROOF WITH A _ BACK DRAFT DAMPER EXTEND DUCT b" ABOVE ROOF. A/C nlar.nuuFr.T ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION Ceiling Fan aVentilation Fans: Ceiling Mounted, Wall Mounted 0 9 (D a Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture 0 Fluorescent Light Fixture 240V Receptacle Q wP GF° 110V Receptacles: Duplex, Weather Proof, GFCI $ WP 3` 4$ W$ Switches: Single Pole, Weather Proof, 3-Way, 4-Way DM T$ Switches: Dimmer, Timer A$ Audio Video: Control Panel, Switch sP sP Speakers: Ceiling Mounted, Wall Mounted C5� c5 g I:Fvl Wall Jacks: CATS, CAT5 + TV, TV/Cable g Telephone Jack g Intercom Q Thermostat o Q Door Chime, Door Bell Button so a Smoke Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel 2-2/0 THHN COPPER WIRE OR 4/0 AL 1-110 OR 2/0 3-3/0 THAV IN 2" 13MMUIT 200 AWBED 2" 2 DISCONECT SCRAIIBS 1 METE TYP 0 R __ FUSES n 3 A. #4 CU. )HIRE 6' MIN. GALV. CW — RQDNG = PIP TYP. E ELECTRICAL RISER DIAGRAM N.T.S. GENERAL NOTE5: ELECTRICAL PLAN 15 INTENDED FOR BID PURP05E5 ONLY. ALL WORK SHALL BE DON IN 5TRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE LATE5T EDITION BY A LICENSED ELECTRICAL CONTRACTOR WHO 5HALL BE RE5PON51BLE FOR THE IN5TALLATION5 AND 51ZIN6 OF ALL ELECTRICAL EQUIPMENT WIRING AND ACCE55ORIE5. - NOTE- - - - - ALL TELEVISION (RG-b, TELEPHONE (GAT 5E), AND ETHERNET (GAT 5E) WIRE5 TO BE TERMINATED IN GARAGE OR DESIGNATED LOCATIONS. NOTE ALL NEW SMOKE/CARBON MONOXIDE DETECTORS TO BE MOUNTED ON CEILING OR WALL INSIDE AND OUTSIDE OF EACH 5LEEPIN6 ROOM AND HARD WIRED FOR COMMON ALARM WITH BATTERY BACKUP. DWELLING TO HAVE SMOKE/CARBON MONOXIDE DETECTORS A5 PER 2005 N.E.G. ARCH FAULT PROTECTION AND TAMPER PROOF RECEPTACLES PROVIDED ON ALL NEW CONSTRUCTION. ALL ELECTRICAL EQUIPMENT, J-BOXE5, AND WIRING TO BE INSTALLED ABOVE B.F.E. (IF APPLICABLE) SMOKE ALARM: • All smoke alarms shall be listed and labeled in accordance with UL 217 and installed in accordance with the provisions of Florida Building Code 7th Edition (2020) Residential Section-R314 (See exceptions also) and the household fire warning equipment provisions of NFPA 72 • CCO2 detectors are required if fossil fuel appliances are installed in the dwelling. Inspectors to determine need at the time of the inspection. NOTE ALL ELECTRIC, GAS, MECHANICAL, AND PLUMBING TO BE ABOVE B.F.E. - WnTF ALL RECEPTACLES IN KITCHEN AND GARAGE TO BE GFI/GFCI (TYP.) ALL EXTERIOR RECEPTACLES TO BE GFI/GFCI W/ WEATHERPROOF COVERS ALL NEW INTERIOR RECEPTACLES TO BE AFGI (TYP.) PROVIDE SEPARATE NEUTRAL WIRE5 FOR ALL CIRCUITS; NO COMMON NEUTRAL WIRES SHALL BEINSTALLED ALL FIXTURES TO BE CENTERED IN BAYS BETWEEN STRUCTURAL ELEMENTS, CABINETS, WALKWAYS, ETC. WHERE CONFLICTS BETWEEN TRU55E5 AND THE ABILITY TO CENTER FIXTURES, CONSULT OWNER OR ARCHITECT PRIOR TO ROUGH -IN. L L -J J LED LEDGER LiS. * ALL ELECTRICAL FIXTURES (LIGHTS) FURNISHED BY ELECTRICIAN TO INCLUDE LIGHT BULBS. (GF OR LED, TYP) * ALL 5WITGHE5 AND RECEPTACLES TO BE WHITE DECORA EXCEPT WHERE BROWN, BLACK OR STAINE55/STEEL 15 REQUIRED. * ALL CEILING FANS TO BE WIRED WITH 3 WIRE CONF. * ALL RECESS LIGHTS TO BE LED * ALL LIGHTS TO BE ON DIMMER SWITGHE5 ELECTRICAL CONSTRUCTION NOTE l . All work shall be in accordance with the National Electrical Code (NEC), latest edition, and applicable state and local ordinances. Each peace of electrical equipment installed shall bear a U.L label. All work shall be performed in compliance with the Occupational Safety and Health Act (osha) latest edition. 2. The electrical contractor shall arrange and pay for all permits, fees, inspections, etc, and carry all insurance as required by law prior to starting construction (If applicable) 3. The electrical contractor shall provide all necessary labor, materials, transportation, rigging, tools, storage, etc. for all work indicated and required for a complete installation 4. All electrical equipment, materials, and workmanship shall be guaranteed for a period of one (1) year from date of acceptance. 5. In general, plans are schematic only, and should not be scaled. Coordinate all electrical work with other trades, so as not to conflict in location at performance of others systems. 6. Necessary, obviously required electrical items that are not shown on the drawings, does not relieve the contractor of his responsibility to install a complete and safe electrical system. 7. All equipment shall be properly grounded in all raceways, branch circuits and feeders, per local electrical codes and the NEC. K. All lighting fixtures shall be selected by the owner and installed by the electrical contractor. (Lighting fixtures indicated on drawings and schedules are for reference only, fixtures of equal quality may be used as directed) 9. All electrical equipment exposed to weather shall be weatherproof and all conduit exposed to weather shall be heavy wall galvanized steel. WHERE APPLICABLE 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 2, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.FI.) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3, ALL SMOKE DETECTORS SHALL BE HARD WIRED WITH BATTERY BACK-UP AND INTERCONNECTED (ON SAME CIRCUIT) PER FRC R613.2. 4. FOLLOW GUIDELINES OF INDUSTRY STANDARDS 0 I- mtD W l.n 1 j *-+ -A Ln r-i � rn Ln0 F- 00 w r^ Cl- —A � Ln Ln Q 001--aU- I'1 I - U Ut ---I -- Cr Li z z y�) I �li L1 I Q U0 b 'U' SHEET TITLE ELECTRICAL PLAN JOB No. 221-22 DATE: 10/29/2020 SCALE: 1/4" = 1'-0" SHEET No. El A �F'onS3 E�Sf9n dui id Inc 5i Po.(1y, 2-: 35,3 e3