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HomeMy WebLinkAboutREVISIONFIBERGLASS SHINGLES OVER 30 # FELT ON 19/32" C.D.X. PLYWOOD FILE COPY 8'-0 3/4" 1 7'-9 1/4" L 8'-2 1/4" l S-7• 1r-s" 6'—a" 7' 7' 25 s.h. 25 s.h. Egress L 1 Egress L-1 10' ., ,a 8'-1" Ceiling a pet Bdrrm 3, 2' 2`- " 7'-9" r drm. 2, I pp 8'-l" Ceiling Carpet L-1 36„x 16 Fixed Temp Glass Ba 2868 Cing. Obscure F�iutTilg 8'-1" ❑s a Cing. 4'-5 1 L-1 v I 25 s.h. I :gress 8'-1" Ceiling S a Carpet ro Rec B rm 4 C n 10 '1-4• L 5'-4 5/1 I I I 1 36" x 16" o0 oD Fixed . ❑s 'a r- Fro t I t0 T Obscures WTtib B a. 3 Lp d l-n co 1 vent thru Cln& Tile =ram 8'-1"°1 L-1 I I Cing. w I w I ti°6 ❑ HB 1 1 (z�zxlz 16 L---J soda FPL Meter Lood Brng. ❑7 Noo Location to p Wall Freezer o� be determined 10 vN Underground Ele Service P-g r--- I I I I Ballar �---- I 3-5/8" Metal Attic Access Framed Wall with Ladder Load Brng. Wall ,o , Garage N 0) 1 8'-l" cing. from FFE N Light Fink Attic Storage Above O O m S n1 CL Struck BI 1/2 35 s.h, 1/2 35 s.h. 11 A i-Scribed Scribed Floor Plan scale: 1/4" = 1'-0" 25' 8" x 12" framed drop header by framer cover with paper back HB wire lath and stucco � -------------------------- - - - - - - - - - Covered ° Porch 8'-l" (Stucco) cing. from FFE c� Unfinished Concrete ❑ L-1 s h. L-2 o © o •a •o 9068 s.g.d. Cafe 10'-l" Ceiling Frame For Sports Mount 7'-6" 17'-70 2x4frQme wall 34.5 tall Family 10'- " Ceiling , -_-_-_--_ ---- TIL Tr � dw Kitchen Tile 10'-l" Ceiling i 6'-11 3/8" �. S-41/2" ��2"�_ a s'—s" I �. --------- w.h. Ref. -- Frame Down Ovate line N down I I _Ellipic_Arc_hLN -----__— 24 1/ "x 24 1/2" R.O. Frame R.A.G Header a, 2) 2 12 I I I I Heads I I I I I I i I ;�I I I 130 Dining oQ� �oQ • a 10'-1" Ceiling g °7 ° I I 'v E al I 10'-1" I 1❑ o " I IE*g w TILE Cing. m I ctric I I I I I I I I n?M6 11-0 1/2- I I 6,-6» I I I 1 I I II I I I 25 s.h. I 1 I I O II i I I I I I I I 11'-1" CI g. ❑• ----- I I II — 4'-6 3/4" 4'-6 9'-1 1/2' CUBIC VOLUME OF 19,95 THE C❑NDITI❑NED SPACE ( CUBIC FEET) L-3 135 s.h. Egress I Master Bedropm 8'-1" CIr g. & 12" Coffer Carpet iv fD I r---I I 22.5 x 36 Access I I i Carpet Carpet i• I 1 r) n 3"x16" Fixed G L o I � M � M I b L-1 36" x 16" Fixed Glass L-1 C. Tub Uni 24 B a. Cing. ° s.h. Tile `t ° Temp. Temp. WallH Medicine Enclosure Cabinet a I Load Brn Wall I70 (a N TILE 11'-5" L_4 H32 s.h, Egress 25 s.h. Cool I I II II 5'-7 10'-2 1/2' CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING - NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY SEE CONNECTOR SCHEDULE PRE ENG. WD. — TRUSSES 24"c.c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM. VINYL VEN PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FI REVISION 1: All GRADE — J 4" 2500# FIBERMIX CONC. - — — Uo' Ea .006 VAPOR BARRIER SEE FOOTING ON CLEAN, COMPACTED, DETAILS TERMITE TFEATED FILL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 12 61 R30 BLOWN INSULATION ABOVE LIVING AREAS 1/2" CLNG. `1 x 4 P.T. BOARD FIRESTOP BC (1) URSE BEAM WITH () #5 REBAR AND FILLED WITH GROUT 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FUCo RRING 24"o.ci -R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. Scope of Work Single level CBS single family residence Buildina Code FIRESTOP 2500# CONC. F00TIN WITH (2) #5 REBAR Typical Wall Section scale: 3/4" = 1 -0" NOTE: THIS HOME HAS AND CITY WATER DO 2017 Florida Building Code: Residential 2014 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: 18 Structure Designed: Enclosed Soil bearing capacity. 2000 p.s.f. Area Tabulation Living 2190 Garage 444 Porch 176 Entry 66 Total 2876 �. -tb q-e 81', LUCrEWE COUNTY qurL®rNG elvrstgN DRAEVIEWED�R COMPL E PLANS AND PE MIT MUST 8 KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE SC:ANNEE,O BY 3t Lucle COU* SEPTIC Cast in ace PlSill or Tie Beam Option NOT WIRE FOR GRINDER P In the event that the precast products are damaged in the WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 27 1/4" x 26" Singlehung 35 54" x 63" Singlehung 25 s.h. 37 3/4" x 63" Singlehung Non eliptical 36" x 16" Fix, Glass Transom 37 3/4" x 17" Fixed Glass 24 37 3/4" x 50 5/8" Singlehung Temp. Glass All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE O Exterior Doors []Interior Doors Size Type Q Double 3080 FG Smooth Finish with Dead Bolt O2 16' x 7' Overhead Steel O3 9068 Sliding Glass Door ❑7 2868 asonl a asslque style with weatherstrip & Threshold ® 2668 Masonite "Classique" style H.C. �9 2868 Masonite "Classique" style H.C. 1� 4065 Masonite 'Classique" style H.C. Bifold 11 2068 Maeonite "Classique" style H.C. 12 6068 Masonite 'Classique" style H.C. Bifold 13 2668 Masonite "Classique" style H.C. 1� 2668 Masonite 'Classique" style H.C. Bifold 15 6068 Masonite "Classique" style H.C.Bipas E9 NA 17 2868 Masonite 'Classique" style H.C. Bifold 16 2088 Masonite 'Classique" style H.C. Bifold field cast In place sills exceed 5'-10) T ical and tie beams may be used (not to cast in tie beam to be a min. place 8 x 12 with two f5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must 1. Inst Ilation of U lintels must comply with architectural and%r structural drawings, be redss uced by 20X if bearing length is lethan 6 1 2 . 2. U lintels can be field cut to the required length. 2. N.R. - Not Rated 3. Cast In place concrete may be provided in composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads. 4. The exterior surface of U lintels Installed In exterior 4. One f7 rebor may be substituted for two #5 rebar in 8 Inch U lintels only. concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. All safe loads In units of pounds per Ilnler foot. 5. Concrete masonry unite used In composite U lintel shall 6. All safe loads are based on simply supported span. be laid In a running bond. 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per Aa 318 m.d ACI 530. 7. U lintels are manufactured with a 5 1/re long notch at both ends to occomodate vertical cel�f reinforcing and grout. fLiip , m r.EiiRY Composite U Lintel Materials 11 8F16-1 B/1 T 1 crh°aggregat and486tog11 Inch slumph maximum 3/8 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) ASTM COO with wu l; per 1900 7 5/8` minimum net area compressive strength = psi Lintel Type Designation 4. Mortar per ASTM C270 Type M or 5 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. YARN LENGTH 11 Uf m uLMr MAN LOAD APKM GRAVITY LOAD ALLOWABLE UPOFr LOAD APRJm OPUFr LOAD BEAM HE'S' L-1 4'-6, 8113 1273 2724 590 SF16 1T/1B L-2 10'-6" 1366 854 798 281 Sri 1T/18 L-3 V-10" 4360 1325 2093 628 OF16 1T/1B L-4 3'-6" 6113 150 3574 47 817161T/1B L-5 4'-6" 11809 200 5379 60 OF40 1T/18 L-6 7'-8' 3685 200 1 3508 1 60 8RF24 1T/1B L-7 5'-4" 10127 268 4924 226 SF32 1T/1B L-8 8'-4" 3486 150 jail 47 SF24 1T/1B L-9 17'-4" 1194 200 468 60 81`18 1T/1B Min. Beam dej)the shown, beams may be increased without cement At Lintels 30 deep or larger, provide (1) #5 vertical rebar at 24 o.C. along length of lintel CONCEALED FAS7jEjN-,0 iJh A I —I Hl.ri��r ARE THE RESPONSIBILITY OF THE "�'NTRACTOR OR RECORD \\\\IiiitlJj//, gTA'E O / vVfo`- Eo °c 6 0 � y o V T 0 o `❑ o 0 rn o i— 3t o w Issess j q > �Z LU v f,1 _V Di u Z m w �Z u V�" rn�h� 06 Z a4 V w tA W o a U rmm �00 A 0 o cm �x �] CO Um U c`�d U U r ¢ �0a ti P. FILE COPY 8" x 14" Raised Smooth Plaque 0.00' ,EVISION Textured Stucco Textured Stucco 1H B 9OZ dim � U`1, I iM! 9f f 171 � MI = Rear Elevation scale: 1 /4" = 1'-0" 2 3 2 �\ 2 \ \\2 \` 2 / / 2 \ 2 / I 2 o l , o 1 /> 2 \ / 2 / 2 2 \ \ � I 2 //---- 2 I Or Or Or / 2 / 2 \ \ O d to cD ^ 1 J C14 2 / \ 2 O 1 2 I 1 2 2 I I I 3 3 2 2 2 2 C Z z a= w </ 2 2\ J 2 3 2 3 3 3 2 ^ 2 cn °c L 3 Wind Zone — Roof Plan M 3 I 2 13 d o a o Wind Zones — Walls Allowable Wind Pressures End Wind Trib. Zones — PSF Zone Speed Area 1 2 3 4 5 +33.5 +33.5-36.3 <10 s.f. —30.6 —53.8 —78.8 —44.8 +31.9 +31.9 160 20 s.f. —29.8 —49.0 —73.6 —34.8 —41.8 4 ft. mph +29.9 +29.9-32 50 s.f. —28.6 —43.3 —66.9 7 —37.8 +28.5 +28.5-31.3 100 s.f. —27.7 —39.1 —61.8 —34.8 +24.9 +24.9 500 s.f. —27 7 —27 7 Gross pressures are for windows, doors, framing roofing, and other building components and clad,ding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 1Ja. >>"a ' u3 eIL AT 0 J J`; 4`S.• tan, Oo,";,'�"°� ti •��r� ail P 1 ! d' 41'.' v c rn O a V) = ~ 3 c � c O �a v 3 d � �z q LA W m V a Z o 0 w uLn , � z o Z _V w rn o wgo o C�� O ©� N 9 V °aYa. U:)a PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures FL17499.2 S.H. Windows 185 SH MI Windows and Doors Non Impact " " / p / 8"o.c. 3/16x 1 1 4min embedment Ta cons at 3' See Sheet A-3 55.0 +/- FL15349.1 Fixed Window 185 / 3185 MI Windows and Doors Non Impact 3/16" x 1 1/4" min embedment Tapcons at 2"/ 10"o.c.; See Sheet A-3 + - 60.0 / MI Windows Non (2 Rows) 3/16" x 1 1/4" min embedment FL15332.8 Sliding Glass Door SGD 430 and Doors Impact tapcons at 6"/17"o.c. See Sheet A-3 +/- 40.0 FL15180.8 Swing Doors Fiberglass Builder's Hardware Plastpro NA 1/4" x 1 1/4" min embedment Tapcons at 4"/18.25" o.c. See Sheet A-3 +/- 65.0 FL16546.4 Overhead Door 73W6 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Sheet A-3 +36 / -42.0 Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated FL#: 18355 Roofing Heritage Tomko 1 1/4" Roofing Nails with 3/8" dia. head (6) per Shingle Vult: 150 mph Vult: 194 mph FL17673.1 Soffit Vinyl Siding Group long 24"o.c. min. 1 1/2" long roof nails with 1/8" dia. shanks and 3/8" head or staple with 1 long legs and 1 16" dia. at each nail hem. See Sheet A-3 +/- 47.2 FL11398.1 Storm Panels 9'-0' Span or L 0.05" Alum. ss Town and Country 1/4" x 11 1/4" Embed. ITW Tapcons at 3"/18"o.c. See Sheet A-3 +/- 47.2 I \%J%J I I I %,AI I scale: 1/8" = 1'-0" F\`h i iM� If iro i Roof Trusses 24"o. c. Drill & Epoxy All Tread Rod In Concrete W/5/8-.0 THREAD ROD > (22) 1Od 10'-1" 2x4 Stud Below Girder X4 2x4 BLOCKING ® MID HEIGHT B04G GIRDER BEARING DETAIL At Garage Side If Applicable manufactured roof es 2'-0" o.c. 3/8" continuous bead of CBS caulk (back bedding) behind min. buck to prevent liquid passage set flange in continuous n bead of caulk across the 14,4 entire face of buck -ywall cieling d4galvanized metal track or top plate ° -ywall both sides metal studs or 2x4 wood s spaced 0 24" o.c. board (typ.) galvanized track or 2x4 i p.t. bottom plate I .hick concrete slab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil TYP LOAD BEARING INTERIOR WALLOSECTION REVISION J"=1' SCALE MGT W/5/8"O ALL THREAD ROD AND (22) 10d 10'-1" (3) 2x4 STUD BELOW GIRDER 2x4 BLOCKING 0 MID HEIGHT DRILL AND EPDXY ALL TREAD ROD IN CONCRETE B04G GIRDER BEARING DETAIL Single Stage Framing stucco finish - perimeter caulk Attach p.t. bucks ---/ with 8d coil nails at 12"o. c. Typ. Alum. window — jamb or sliding glass door jamb NOTE: Method of attachment and waterproofing procedures are the some at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Min. 1 1/4" embedment at windows and min. 1 1/2" embedment at sl. gl. doors 1/2" drywall - 1/4" max. struct. shim caulk attach as per manufacturers product approvals Typical Window & S.G.D. Jamb Detail at CBS Wall Includes Buck Attachment Method DESIGNED TO MEET THE REQUIREMENTS OF FBC 2017 SECTION R703.4 REQUIREMENTS Alum. window frame 3/8" continuous bead of — caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous — bead of caulk across the entire face of buck perimeter caulk stucco finish i --I E Gunable sealants shall comply with r I Q ASTM C 920 Class 25 grade or I ° greater for proper joint expansion and contraction precast cone. sill corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval dow sill Typical Precast Conc. Sill Detai �. i 1 IX % STATE 0( J dZZ 7/////IIIAI0 \\ Ld 0 p0 LJ Z 5O Q Z Z 0 41 z m W a. S GI Ir O 0 >tn W � O U O 00 N O 0 0 to 0 o' Or a Or O �i- to (.0 to Z CV 00 0 w = � L7 z � C-) w J 0- CU O) K0 °c 5i � N o U C) 0 0 V) 3 0 0 a: �Z qq a l/1 Z o w H zN,0� C1, �h ,���� N E. Z Z o W w v o. b't ©� o co ^aG"m CO l ti U Cl) J i U'o�- a Y a d J w CV ~ o CD Q v) L WC» CV I o 0 \ >_ to I� M tao n N Q 01 J Z I`r7 (n o z Q U 0_ J Q U LLJ (/^ (J / 0 Q M w O M a LID C? � /^y J � —J M z N _ V) w Lo a M un cn LO W W I Q Z o � Cn g