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HomeMy WebLinkAboutCONSTRUCTION PLANS10" a 25 s.h. L-1 25 s.h. L- 1 Egress Egress at 8'-1" Ceiling ' pet Bdrrm. 3, L-1 36" x 16" Fixed Tem Glass [Wy,,te, �tsscure 10. L-1 � ''—�•" 7'-9" I drm. 2 i aD W-l" Ceiling Carpet B a • 2 2868 Cing. " Cing. �7LE7} 8'-1 " Celling Carpet �drO� " ` B^rm. 4 12 ti\ 8" x 12 framed drop header by framer cover with paper back wire lath and stucco Covered Porch 8'-1" (tucco) cing. from FFE v° Unfinished Concrete L_1 s h. L-2 Q 9068 s.g.d. Cafe In 10'—l" Ceiling 4'-51/2" 2 x 4 frame wall 34.5 tal! I Ice Sover Micro T we ang rya 1 dw I :ula on t I Kitchen ' Tile a 10'-1" Ceiling 'Le" i 6-0 1 /2' 7'-3 112" 3'-4 ® • it i n i 1 — — — — — Ref. orate --_-- line -- 00 m " 71 24 1/2 x z4 1/z" R.O. Frame down " white B a . 3 2 I_ w 4t n j�'XR�I R.A.G. Header 1=-w I L t I a. 2) 2 x 12 L 1 Tub �' 1 °• I I Header " CIn9• Tile �mnt 8'-1°'�i i rLl'cs 36" ° I Daa l Cing. Dining od Temp. burles F Q; I v lhru (2 x 12 10'-1" Ceng E al Location to be determined — �, a, �w Underground " coo.C ,N lr) Service Load Bmg. tyN - ----db ♦ Wall 1 /2 35 s.h. Floor Flan scale: 1/e Y 1' O" df Electrt i i3allar Panel Access Load Brng. Ladder Waft Garage 8'-1" cing. from FIFE Light Fink Attic Storage Above Stiwcv 6lD 1/2 35 s.h. 5'-1 0 TrLe Family 10'—i" Ceiling 0 r R11 Batt Insulation -- Frame Down Ellipic—Arch_ •------I TILE 10'-1" Cing. Eg s,h. L— Egress i� 36" x 16" Master Bedrogam p Fixed Glass W-1" CIr g. & 12" Coffer L-1 Carpet a ❑• 10 1 I I 122.5 x 36 4 Access Carpet i4 50e Medicine Cabinet Load BI Wall 1lLi= Living t0'-l" Ceiling 10'-8 1/2" im 1 Carpet 36" x 16" Fixed Glass L-1 M C1. 8'_1 42'° x 6 Ba. P Cing. Tub Uni 24 s.h. Tile ;r ° ° Temp. a WaIIH Kn cTle emp,-Q La 11 i 1 EYE, I r INSTALL ASTM D225 #30 FELT PER HVWZ CODE INSTALL # 15 FELT SLIP SHEET INSTALL 26go. GALVALUME DRIP EDGE W/VALLET 4"x6" J RAKE PIPE BOOT, VENTS FASTEN 26go. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. SEE SCHEDULECTOR 12 PRE ENG. WD. 6� TRUSSES 24"'C.c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.---,, ) VINYL PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FINI R30 BLOWN INSULATION ABOVE LIVING AREAS 1/2" CLNG. 1 x 4 P.T. BOARD FIRESTOP (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT [AT x16x8C.M.U. ITH #5 VERT. DOWEL N GROUT FILLED CELLS x 2 P.T. FURRING24"o.�1a R9 CORE FILLED INSUL. LIVING AREA 1 /2" GYP. D.W. x 4 P.T. RESTOP GRADE 4," 2500# FIBERMIX CONC. OVER .006 VAPOR BARRIER SEE FOOTING ON CLEAN COMPACTED, DETAILS TERMITE VATED FILL Typical Wall Section scale: 3/4" = 1'-0" NOTE: THIS HOME HAS SEPTIC AND CITY WATER DO NOT WiRE FOR GRINDER WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singiehung H32 27 1le x 26' Singlehung 35 54" x 63" Singlehung 25 s h. 37 3/4" x 63" Singiehung Non eltptical 36" x 16" Fix, Glass Transom 37 3/4" x 17" F1xed Glass 24 37 3/4" x 50 5/8" Singiehung Temp. Glass 111 w ndowsEto have white frames, colonial grilles (sae devotions) DOOR SCHEDULE 0 Exterior Doors ❑ interior Doors Size Type 0 Double 3080 FG Smooth Finish with Dead Bolt 22 16' x 7' Overhead Steel O3 9068 Sliding Glass Door 7 2g68 aeon a oee que style with weathersirt & Thr ho © 2568 Masonite 'Classique" style H.C. Q 2868 Mosonite "Classique" style M.C. 1® 1 4068 Masonite 'Classique" style H.C. Bifold 91 1668 Mosonite "Classique" style H.C. 12 6068 Masonite 'Classique" style H.C. Bifald 13 2668 Masonite "Classique" style H.G. 14 1 2668 Masonite 'Classique" style H.C. Bifald Fj 6068 Masonite "Classique." style H.C.Bipass 16 17 2868 Masonite 'Classique" style H.C. Blfold AVAL Ulm ST. LUCIE CCOOGNTY BUI t51 OMSION REVIEWED FOR COMPLIA a REVIEWED BY DATE 1_ PLANS A D ERMIT MOST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE atawTZIM Scope of Work °A Single level CBS single family residence t .• Buildinq Code 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 Parch 176 Entry 66 Total 2876 w CID �I" 1 q v U — -._._.....__ FDOH in St. Lucie County U ? Environmental Health Site Plan Approved for Construction n -� Supersedes All Previous Site Plans for q OSTDS #5G -5I`4631z15 & Well # Date: *5 Revie r: trl w m t•,J U ^ ._.t ri Z L v Z a v S7 I/, n, N � x o h Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast, in Qiace sills and tie beams may be used (not to exceed 5 —10 ) T ical cost in place tie beam to be a min. 8 x 12 with two 5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1, Aq IV based ari rnf=f 4• nom4ial bowing. Eim ptiwi: Safe loads for un8gd U Nnids mUet by 20% if bowing i, inst Ilation of u iinteis must camply with architectural and or structural drawings 8 iredaaed length is Isas than 2. U lintels can be fluid cut to the required length. 2 N.R. m Not Rated 3. Coot in place concrete may be provided In composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads. 4. One #7 reher may be substituted for two #5 4. The exterior surface of u Rntele Installed In exterior concrete masonry walls shall nova a coating of stucco a lied In seaardonce with ASTM C-926 or other rebar (n 8 Inch U ID�tels only, a roved coating. 5. All safe loadd is units of pounds per tinier foot. 5. Concrete m ru units used in composite U lintel shall be laid in a run�ing bond. 6. Ali safe loads are based on simply supported span. 7. Sot loos ratgs inbald on rational design analysis 6. Share composite itntels as required. per Aq JIB anal A01 $30. 7. U [Intel& are manufactured with a 5 1/2" long notch at to reMforcing and both ends accomodate vertical ceiP grout, _ cuiL » 1 7 1 Composite U Lintel Materials 8F16-1 B/1 T i. (?out per p57M C4 6 fg-3000 pal with maximum 3/8 nti aggregate and b to 11 inch dump. 2. Rebar per ASTM A616 Crude 60 f 7 5/8' J. Con rote m ry unite (CMU) per ASiM C9D with minimum ne° °°wow compressive strength m 1900 psi Lintel Type Designation 4. Mortar per ASTM C270 Type M or 5 Cast Crete Lintel Schedule All Reber to be #5 Grade 60 min. MARK Oxalis OF LB1111 AVOWABLE WAWN two APPLIED aRAMIY LOAD AuLdWABLE UPLIFT LOAD APPLW iB+UFT LOAD BEAM VEr,B L-1 4'-6" 6113 1273 2724 590 6F16 1T/1B L-2 10'-8' 13" 864 798 281 One 1T/18 L-3 5'—t0" 4380 1328 2093 828 6F18 iT/1B L-4 S-6" 6113 150 3574 47 8F18 1T/1B L-5 4'-6" 11809 200 6379 60 BF40 1T/18 7'-8" 3585 200 3508 60 8RF24 1T/18 5'-a' to127 zee 4924 226 OF321T/19 rL-7 8'-4" 3484 150 1811 47 6F241T/19 it-4" 1194 200 468 6D 81`181T/1B Min. Beam depths shown, b lama may be Increased without cement At L14V.s 30" deep or larg%r rovide (1) #5 vertical rebar at 24 o.. along length of ipn�opi ® Um x Py ei U as c�I o a. Y W ti � a° t__ J J 0 f C41J 4 !. Uj m l � Z t,:1 n _I — Lsl 6 LLJ ca 0 W U W II W_ W d U Z F_� LL Lu � 0 fn W O i.- H Lu Z _j CL 4~` - O O 1 LO 8'-0 3/4" 1 7'-9 1 /4" 1. 8'-2 1 /4" l 3'-7" W-9" I s'-B" I. 7' 1. 7' I, 25 s.h. L-1 125 s.h. Egress Egress 10' 8'-l" Ceiling 1 ° pet Bdrrm. 3, In I i� 2' 2'47'-9" 0, 3drm. 2; 1 io 8'-1" Ceiling Carpet 36' x 16 Fixed 8'-1" TembsGlass B a . 2 2868 Cing. F�Iut cure Tilg 8'-1" " Cing. L-1 25 s.h Egress 8'-in Ceiling Carpet pray B� rm 4 25' 8" x 12" framed drop header by framer cover with paper back wire loth and stueco r a ----- ---------------- Covered --- - - - - - - - - - - > ° Porch °° 8'-l" (Stucco) cing. fir m FFE j Unfinished Concret L-1 25 L-2 o . a a o •a 3 9068 s.g.d. ' •o Cafe 10'-l" Ceiling N Frame For Sports 'I 4'-5 1/2"1T- 2 x 4 frame wall 34.5" tall 10' ni l l" Ceiling -_--_--__ ---- TE _ r E ce ve ove ang Micro i dw �❑ :ircu atin I Kitchen oI Tile 10'-1" Ceiling i 10' 214" 1, '-4 5/8' 6'-11 3/8" 3'-4 7/2" 72" O I I - Ref. --- ----- ---- Frame own 1 1 Write - N Eihpic Arch B a 3 _ L____ ---- --- 36" x 16" - m co9R. i/ "x 24 1/2" R.O.R.o. From down N Fixed ®� i tln�+l nA.G Header ------ CD Temp. Glas White N I D I N) 2 12Obscure Tub �8'"vent ShN edd L-1Cing. Tile=ra=t 8'-1ail 3N.a. I i Cing. wDinln °`l1 w I do oFI I (2 2 x 12 10'-l" Ceiling as o f I a 10' 1" HB L -_� trleade TILE 9 ° ELi I `_' Cln . FPL Meter Load Brng.E71 Do1ro u I I T Location to a Wall Freezer o� w.h. I I o be determined 10' UN I I Underground Electric I Service Pgrt4 11'-0 1/2" I r--- 6 6-8 i 1 I I I Ballar i I al Attic Access Fr m d Wail with Ladder Load Brng. Wall Garage 8'-l" cing. from FFE Light Fink Attic Storage Above 1 /21 35 s.h. Floor Plan scale: 1 /4" = 1'-0" Struck 1/2 35 s.h. 25 s.h. I I ro i I I I 0 L- I I 11 E 11'-1" CI g. " a ----- - --- 1 I - CUBIC VOLUME OF 19,95E THE C❑NDITI❑NED SPACE (CUBIC FEET) L-3 135 s.h. Egress Master Bedroom 8'-1" CI g. & 12" Coffer Carpet N b m i I 22.5 x 36 i Access �6 T o Carpet 16 6� I �I I oCarpet CERTAINTEEN CORP SELF ADHEARING UNDERLAYMENT INSTALL 26ga. GALVALUME DRIP EDGE W/VALLET 4"x6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. SEE CONNECTOR SCHEDULE 1 PRE ENG. WD. 614 TRUSSES 24"c.c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.-, ti VINYL z i PROVIDE "CASTCRETE" PRECAST LINTELS ABOVEi 3Fix6xd 6 ALL OPENINGS I 36" x 16" Fixed Glass L-1 M a. g,_1" 42" x 6 �r Tub Uni 24 Ba. Cing• a s.h. Tile r a Temp. Tem WallH Kn i� Enclosure Load Brn Wall NM Q� TILE a o a FL 4] H32 s.h. Egress i O 25 s.h. 1 1 IL I i -6 3/4" 5'-7 10'-2 1/2" LIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM EATHERING - NEGLIGIBLE DAMAGE FRO. TERMITES - VERY HEAVY 6 TWO COAT STUCCO FINI R30 BLOWN INSULATION ABOVE LIVING AREAS 1/2" CLNG. .1 x 4 P.T. BOARD FIRESTOP (1) COURSE BEAM -BLOCK WITH O #5 REBAR AND FILLED WITH GROUT 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"o.ca *00 -R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. x 4 P.T. RESTOP GRADE min. - 1 M . / 4" 2500g FIBERMIX CONC. OVER6 VAPOR BARRIER SEE FOOTING ON CLEAN, COMPACTED, DETAILS TERMITE TREATED FILL Typical Wall Section scale: 3/4 = 1'-0' Scope of Work Single level CBS single family residence Buildina Code 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 NOTE: THIS HOME HAS SEPTIC AND CITY WATER DO NOT WIRE FOR GRINDER Cast in Place Sill or Tie Beam Option 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 Ali windows to have white frames, colonial grilles (see elevations) clear, Low E DOOR SCHEDULE QExterior Doors Interior Doors Size Type O Double 3080 FG Smooth Finish with Dead Bolt ZU 16' x 7' Overhead Steel O 9068 Sliding Glass Door z 2868 osonia "Classique s e with weatherstrip do Threshold O8 2668 IMasonite "Ciassique" style H.C. ❑9 2868 Masonite "Classique' style H.C. 10 4068 Masonite 'Classique" style H.C. Bifold it 2068 Masonite "Classique" style H.C. 12 1 6068 Masonite 'Classique" style H.C. Bifold 13 2668 Masonite "Classique' style H.C. 74 2668 Masonite 'Classique" style H.C. Bifold 15 6068 Masonite "Classique" style H.C.Bipass 16 NA 17 2868 Masonite 'Classique" style H.C. Bifold 18 2068 Masonite 'Classique' style H.C. Bifold field cost in dace sills and tie beams may be used (not to exceed 5'-10 ) T icai cost in place tie beam to be a min. 8 x 12 with two F5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based an minimum 4" nominal bearing. Exception: Safe foods for unfilled U lintels mitt be ced by 20% if bearing length is less than 1. Inst fiction of U lintels must comply with architectural andor structural drawings. 7, 6 1 2 . 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cost in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads, 4. One jj7 tabor may be substituted for two #5 in 8 inch li' lintels 4. The exterior surface of U lintels installed in exterior concrete masonry wags shall have a coating of stucco to ASTM C-926 rebar only, applied aeeardnnce with or other approved coating. 5. All safe loads In units of pounds per Ilnier foot, 5. Concrete masonryunits used in composite U lintel shall 6. su All safe loads are boned a, simply p y pp art ed span, be laid in a running bond. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530, 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1 /2° long notch at both to ends accomodate vertical self reinforcing and grout. 7Str" 110�Composite Imo' p U Lintel Materials N 8 F 66 -1 B f 1 T 1. inch gge g to a C476 11 In 0 psi with maximum 3/6 inch n ro ate and 8 to 11 Inch slum aggregate �,„ 2. Rebor per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM. C90 with 7 5/8" minimum net area compressive strength - 1900 psi Lintel Type Designation 4. Mortar perASTM C270 Type M or 5 Cast Crete Lintel Schedule Ail Rebor to be 45 Grade 60 min. N' RK LENGTH OF UNTEL ALLOWABLE GRANTY LOAD APPLIED GRAY TY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS L-1 4'-6" 6113 1273 2724 590 8F16 1T/18 L-2 10'-8" 1366 864 798 281 81716 1T/18 L-3 5'-10' 4360 1328 2093 628 8F16 1T/1B L-4 3'-6' 6113 150 3574 47 8F16 iT/18 L-5 4'-6" 11809 200 5379 60 BF40 1T/iB L--6 7'-6" 3685 200 3508 1 60 BRF24 1T/18 L-7 5'-4" 10127 268 4924 226 8F32 1T/18 L-8 . 8'-4' 3456 150 1811 47 8F241T/1 L-9 17'-4" 1194 200 468 60 81`18 1T/1 Min. Beam depths shown, beams may be Increased without cement At Lir4,tels 30' deep or larger, provide (1) #5 vertical rebor at 24 o.c. along length of lintel N Z w g 0 Ww 0 � SrSn a z 0 of W W w a N z 0 ut a W 0 m N 0 M CJ an tZ 66 dr0CY o rn C 4 sr d- it ca r r in icy r- ONO C> Z > w Q o I Z a I- J C7 W W O co c° ci N 0 O `. 0 o Q a a N � a c a CD ; m o d o 0 j Z Z m m a+ Ln m J N _ V1 JMwurt Z Ho-o LLl Z N V ut Lu oa �- N (� Q tQLL 1- N N V • Z (U- a- V un Ui N O �W Ln a �� h �00 U C� c � u co IRV CCU n - ti c� Un°n . Q P` I--w CV o a o Lr) W I N � � o o C Q a J Z M LL _j J W � ULLJ d B g cj� in � :�" O jl. S' 1• Ltnt_.< aR i D h. •',�k`� �� w LLJ a_ w o >f/ Q O cart <D 1 I �xte0�� 4" 2500� cons. pal 42"x42" a ope for— irage Dr. E F I ffo' � � T � _'� lr�i "M Tic � mv I � u 6", '1 l 170 I I i I I i FT 1 F-1 F-5 HBL 1- Fi F I I I I F— 7 I F- 3 I I L— F-1 I Slope 1 1/2"� �-4" I F 12 0 L--_I-- - - - - - - F- 5 F— 5 F4-- 5 0 O I Fi 3 recess Aractor 0 4" 2500# FIBERMIX CONC. OVER .006 VAPOR BARRIER ON CLEAN COMPACTED, TERMITE TREATED FILL -$-0.00' Assumed F.F.E. v—} iT' 4" 2500# I IF-5 cans. pad ---Fi 1 3" 24" x 24" 16" Deep Footing w I 0 (3) #5 rel eac way Typical 9'-1 -7 V-8 1 scale: 1/4" = V-0" — — ----1 HB F-1 I FOOt'i F-1 16" x 16" mono. footing with (2) #5 rebar cont. 4" 16" 16" MONO. EDGE FOOTING F-2 16" x 16" mono. footing with (2) #5 rebar cont. and curb 8 4" to 6" 16" 16" CURB FOOTING AT GARAGE F-3 16" x 16" mono. footing with (2) #5 rebar coat. se� 4„ 4 12 16" STEP FOOTING F-5 8" x 8" thick edge with (1) #5 rebor cont. 4' 8„ 8,> PATIO EDGE F-6 Recess 4" at Shower 8 4" VI 8" 16" 16" TYP. SHOWER RECESS F-7 16" x 16" mono, footing with (2) #5 rebar cont. 4" 12 , 16" INTERIOR BEARING FOOTING GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 2500 p.s.i. All 90 deg, hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally If required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity fails below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design,, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 ,S.f. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may e madecuate, he must immediately reporf It to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Nate In the event vertical steel has been Omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5' from ends of cap walls) Remove dust per manufacturers instructions and use Two part epo;�y to anchor the #5 rebar in place. Use either "Hilti C-100 or Simpson Epoxy —Tie. PLUMBING NO TES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti —Scalding Valve in all showers. Lowest living area floor elevation (refered as l to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 3" v.t.r. I I �2" v.t.r. i� 2" Auto Vent I I 3" v.t.r. 2" v.t.r. i I I 1 tf2" �rl I 4" °'11 we Plumbing Riser Diagram 3" n.t.s. to SEPTC system Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waier lines 0. ;a3 ; STATE aF/ 12 s l �A '• ``66 ORIDN•'.'�� � t4 E tz E E L 6O cY*oe�r o -* c0 co co rn d- r. CO r- d r oNo c 0 M w LaJ > ¢ p cn g � 0 U u \ 21 3 CIO g o a o �T N c Z a CD 3 o Z OD� ro Lu m Vi V U _j N Vl JMW N Zcc �N o p :51 Co tn W - N �" t-:nDz Z a w 0 UJ 14V (, N O Ln N a I c9 U G o q � s Y cn a ro U CL - � J CV LLT O o � LO w I CN7 I ck, o o Q J M 0 Q J J w I— CD w a_ z 0 w � o toLOr w o in N w Uj Uj w < CDM 8" x 14" Raised Smooth Plaque iii Front Elevation scale: 1/4" = 1'-0" Left Elevation scale: 1 /4" = 1'-0" Textured Stucco Textured Stucco Right Elevation scale: 1 /4" = 1'-0" Textured Stucco 6" Scribed Smooth Stucco Bands Textured Stucco Textured THB Stucco Obscure Pre Wire for �VR. Irrigation aid Timer Rear Elevation scale: 1/4" = 1'-0" C' Ridge Vent Textured Stucco Textured Stucco 'V V Obscure FPI. METER UNDIERGROUND o TH B C' Ridge Vent INSTALL CERTAINTEED CORP SELF ADHEARING ROOFING UNDERLAYMENT INSTALL 26ga. GALVALUME DRIP EDGE W/VALLET 4"x6" J RAKE PIPE BOOT, VENTS 12 FASTEN 26ga. 5V CRIMP GALVALUME �6 PANELS (BY GULF COAST) OVER 19/32" C.D.X, PLYWD. I-6" Scribed Smooth Stucco Bands Scribed Smooth Stucco Bands L� Textured Stucco u 1i1 I1�I lii ICI II I ICI ICal CI WNI W-I PI*IIIIClClICCIMI 101 I*ICIM1I 1H6 wP tj Textured Stucco 10-1 " T.O.B. 81-11, Window Head F.F.E. 0.00' D 0 3 2 3 3 3 - �- — — — — — — — — — — — — — — — — — \ 1 / \\ 2 \\ 2 // 2 2 iu \ 2 / 0 < 1 2 2 \ :> / / 2 2 2 2\ 2 2/ 2 \ ( / \ v 6 V)WV)V)V) Of Or OF Cr \\ 2 2 cQR 1 N d- ao N f 2 /\ 2 a ( 2 / \ 3 2 2 2 3 I F- I I I ( 3 3 2 2 2 2 w ¢ s Z / U U (i 2 2 2 3 2 3 3 3 -- tD °c a 0 3 3 Wind 'one — Roof Plan 3 2 13 a C Wind Zones — Walls Allowable Wind Pressures End Wind Trib. Zones - PSF Zone Speed Area 1 2 3 4 5 <10 s.f. -30.6 -53.8 -78.8 +33.5 +33.5-36.3 -44.8 +31.9 +31.9 160 20 s.f. -29.8 -49.0 -73.6 -34.8 -41.8 4 ft. mph 50 s.f. -28.6 -43.3 -66.9 +29.9 +29.9 -32.7 -37.8 +28.5 +28.5-31.3 100 s.f. -27.7 -39.1 -61.8 500 s.f. X 24.9 +2.7 +24. 9 IX, 2. Gross pressures are for windows, doors, framing, roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 a Cn a r d 0 �Z co co t/1 H M N J M W Z F O — 0 N a . LU �0 <�JN �LL� _~ N Z W u Z 0 W N Q N a bcc U 00 �uMCM u c, A min a� U Kati O a ti .J ~ � c`i o o w I o I o Q O J � M z 0 o J Q C7 .J U U Q LAJ cr_ W W LLJ o � a = cn w CD ire cn w Q o GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 19/32" plywood sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre —manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified ril drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 2 1/4 EMBEDMENT INTO C.B.S. SET A 6" FROM CORNERS AND ATT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR T NAILS 4" FROM ENDS AND 12"o.c. USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED. SHEATHING NAILING NOTES Nailing Pattern Zone 1: Bd at 6"o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min, shank diameter: .113 Min. Length: 2-1/2" Min. Head Diameter: .280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed gaiv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head ll max. edges to be tied and nailed at 9"o.c. Provide one layer of 15# felt to bottom of framing before installing lath. INTERIOR WALL FRAMING NOTE Interior non bearing walls to be Crimper may be used in lieu of screws. THRESHOLD NOTE At egress door (Entry Door) the max. hgt. of the threshold shall be 1/2" metal studs (25 Ga.) 24"O.C. GYPSUM NOTE Gypsum Board shall conform to ASTM C22, C475, C514, C1002, C1047, C1177, C1178, C1278, C1396 or C1658 and installed per FBC residential code. Per USG, wallboard conforms to C1396. CERAMIC TILE NOTE Ceramic Tile shall be installed per ANSI A108.1, A108.4, A108.5, A108.6, A118.1, A118.3, A136.1, and A137.1. Fiber mat reinforced cementi,tious backer shall be used behind wall applied ceramic tiles in tub and shower areas and conform to ASTM C1325. Per Durock, cemeny board exceeds ASTM C1325. WOOD FRAMING NOTE Wood framing supporting gypsum board and gypsum panel products shall be not less than 2 inches (51mm) nominal thickness in the least dirmension except that wood furring strips not less than 1—inch by 2—inch (25mm by 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24 Inches (610mm) on center. 1 COLD FORMED STEEL NOTE Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1-1/4 inches (32mm) wide in the least dimension. Nonload bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steelframing shall comply with AISI S200 and ASTM C955. Section 8. GYPSUM BOARD AND GYPSUM PANEL PRODUCTS Gypsum board and gypsum panel products shall be applied at righlt angles or parallel to framing members. all edges and ends of gypsum boards and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to the weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 1'-0" o.c.. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 and shall penetrate the wood not less than 5/8 inch (15.9mm) Gypsum board and gypsum panel products shall be attached to cold formed steel framing less than 0.033inch (1mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8 inch to 0.112 inch (1mm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513.. Screws for attaching gypsum board and gypsum panel products to structural insulated panels shall penetrate the wood structural panel facing not less than 7/16 inxe (11.1mm). Gypsum board used as the base or backer for adhesive application of ceramic tile or other required nonobsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water-resistant gypsum backing board shall be permitted on ceilings. Water-resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or expose edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. Water—resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspon. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1 concrete cover, or as follows: BOTTOM TOP SIDES Beams: 1 1/2" 1 1/2" 1 1/2- Slab on Grade: 1 1/2" 1" Structural Poured: 3/4" 3/4" Poured Walls: —_ —_ 3/4" Slabs exposed to the weather 3/4" V. — Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. All Design and Construction shall be inaccordance with the current; American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive Strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 2500 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. IJ Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, identified here. Owner is responsible for all municipal related charges such as impact and all other cost related to the completion of this project., unless explicitly fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. bring them to the attention of the architect prior to starting any work, or Architect is not responsible for the contractors method or means of construction. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the Building Department and the building permit has been issued. Wall and ceiling finishes (not including trim) shall have a flame spread index of not greater than 200 and a smoke developed index of not greater than 450. Insulation shall have a flame spread index of not greater than 25 and a smoke developed index of not greater than 450 (not applicable to facings when installed in concealed spaces with facing installed in substantial contact with the unexposed finish surface). 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & #5 VERT. r... DOWEL c. corner bars at beam — (outside only) (2) corner bars at footing (min.) vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK I I AS NOTED. I I DOOR SIDES I I 1/2" x 6" REDHEADS WITH MIN. 2" x 1/8"WASHER 12" FROM ENDS I I AND 24"o.c. MAX. "OR" 5�8 x 6 REDHEADS WITH MIN. Grout filledC 2 x 1/8"WASHER 12" FROM ENDS cell #S AND 28"o.c. MAX. "OR" re 1/4"x1-1/4" MIN EMBEDMENT SPACED 0 7-1/2" O.C. W/1" O.D. WASHERS 8 x 16 x 6 SPACED BOTTOM ANCHOR 0 3-1/2" CBS Exterior FROM BOTTOM OF 2x6 & TOP ANCHOR Wall AT LEAST AS HIGH AS THE DOOR OPENING DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck Detail 90 DEGREE HOOKS OVERLAP 25" MIJ Chance in Bond Beam Elev. 1 x 4 bottom chord bracing 24" n• truss 10'-0" Bottom Chord Lateral Bracing 01 ------- all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls 0 O 0 r v N Corner Reinforcing Detai typical concrete perimeter beam see wall section transom opening Typ. Arch Header Framing TYPICAL FOR 1/2 ROUND TRANSOMS 2 1 24"o.c. wall section insulation type d.w. ypical 2 x 4 tud bearing all See Connector Schedule Pre Eng. Wood Trusses 24"o.c. (2) 2 x 4 top plate continuious 2 x 6 studs 16"c.c. Dining Room 2 x 4#studs Ill @Ba Bath undry 2 x 4 1 plate fastened to foundation with 5/8" x 6" wedge bolts 24"o.c. use 1/8" x 2" washers 2 x 8 p.t. plate anchored above with 1/4" x 3 1/4" Tapcon screws at 12"c.c. and 6" at ends. and on sides with (4) 1/4" x 3 1/4" Tapcon screws. 1/2" c.d.x. plywood on each side and bottom nail as per struct. notes 2 x 4 p.t. stud fastened to filled cell with 1/4" dia. x 2-3/4" long tapcons ® 6" r0m ends & 24" o.c. Brng. Wall Attachment Detail scale: 1 1/2" = l'—O" (2)2x4 }op plate sp4 16"c. c. (6) 10d nail (2)2x12h bond togethe with 16d at i I• at every stud h (6) 10d nails & sole plate (2) mstal8 (14) 10d nails !) 2 x 4 studs pla�e P•t. Brno. Header Detai Simpson "sp4" fastner at each stud top & bottom (6) 10d TPlate to Truapss with (1) MTS18 with (7) 10d to plate and (7) 10d to truss Simpson "sp4" fastner at each stud (6) 10d 1/2" D.W. C n C N U 0 0_ V) rn L I— N 0 In L 0 > P Z w 0 0 U L 0 v, Z z o O w Z) m w a. w 0 0 N LO 0 ? N W 6 6 CJ CY CY o � c0 cD c0 rn ¢ r- (D 1 Z T N Qr .- 00 N 0 w = 7K w O 6a_c5o Simpson "Si cD ` o fastner at °i a each stud w c (6) 10d c o o $e E --- U r--- \\ F-7 --------ZY Interior Brno. Wall (2) 2 x 4 top plate Roof Trusses CONTINUIOUS r 24"o.c. 2 x 4 Full height f Cont. Studs 16"o.c. Roof Trusses 24"o.c. Flash and — Counter Flash (2) 2 x 4 Blocking 2 x 4 studs 16"c.c. 2x4 Blocking mid height 'o m 0 3 Simpson "sp4" � each Sstud M top & bottom `o— (6) 1Od i C 1/2" D.W. rn Two Stage Brng. Wall `L rn ~ m c �v Q `Z 001 H fir!) z C6 o Z �. V w h LA �w " o w �Q I r >OD C as Cn m o 4. co 9�o.a =xici C Um U �Cn Vol a � a d 0 t` � J N c o Q v7 w M N cI I C7 L� \ >_ It, d M c=o N Z O J l z O _j Q J w J Q U W W Q w M z o a z J w(n — V Cr LO Y w u7 z O w o G� U) M 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 3/16" x 1 1/4" min embedment Tapcons at 3"/ 8"o.e. See Sheet A-3 + — / 55.0 FL15349.1 Fixed Window 185 3185 / MI Windows and Doors Non Impact 3/16' 1 1/4" min Tt 2"/ 10" x n embedment apcons ao. • 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 Doom Impact topcons at 6"/174o.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. . See Sheet A-3 +/— 65.0 FL16546,4 Overhead Door 7306 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Sheet A-3 +36 / —42.0 Approval Product Model NumberManufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL11651.13R2 Roofing g 5VCRIMP GULF COAST of FL116 5" w/sealing washer in pattern/spacing per table °A" of FL11651.13R2 See Sheet A-3 —94.25/-131.00 Ply Gem F Channel to CBS with cased hard nails T or Stub Nails .097" dia. 5 8" FL17673.t Soffit Vinyl Siding Group long 24"o.c. min. 1 1/2" long roof nails with 1/8" dia. shanks and 3 8" See Sheet A-3 +J— 47.2 head or staples with 1 long legs and 1 16' dia. at each nail hem. FL11398.1 Storm Panels 0.05" Alum. Town and 1/4" x 11 1/4" Embed. ITW Topcons at 3"/18"o.c. See Sheet A-3 +/— 47.2 9 —0 Span or L ss Country FL11288.t Weatherproofing Underloyment Roofing CertpinTeed Corp SELF ADHERED (back nailed by manuf. if required) See Sheet A-3 +NA/— 555.0 Underloyment Roofing 6/12 6/12 6/12 6/12 6/12 6/12 6/12 6/12 6/12 Roof Trusses 24"o. c. MGT W/5/8"0 ALL THREAD ROD AND (22) 10d 10'-1" (3) 2x4 Stud Below Girder m�i 6/12 1 6/12 T H `— (3) 2X4 - -6/12 Jk 1 Drill & Epoxy 2x4 BLOCKING Roof P I c n In Tread Rod In Concrete 0 MID HEIGHT scale: 1/8 .J B04G GIRDER BEARING DETAIL At Garage Side If Applicable ranufactured roof es 2`-0" o.c. -ywall cieling galvanized 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 1 p.t. bottom plate T hick concrete slab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil TYP INTERIOR NON LOAD BEARING WALL SECTION J"=l' SCALE — MGT W/5/8" O /ALL THREAD ROD AND (22) 10d (3) 2x4 STUD BELOW GIRDER 2x4 BLOCKING @ MID HEIGHT DRILL AND EPDXY ALL TREAD ROD IN CONCRETE B04G GIRDER BEARING DETAIL Single Stage Framing 3/8" continuous bead of C aulk (back bedding) behind buck to prevent liquid passage set flange in continuous - bead of caulk across the entire face of buck d a d 4 CBS Min. 1 1/4" embedment at windows and min. 1 1/2" embedment at c d 4 sl. gl. doors t7 stucco finish perimeter caulk Attach p.t. bucks---, with 8d coil nails at 1 2"o. c. Typ. Alum. window— �amb or sliding glass door jamb NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Window 8c S.G,D Includes Buck Attachment Method 1 /2" drywall 1/4" max. struct. shim caulk attach as per manufacturers product approvals Jamb Detail at CBS Wall DESIGNED TO MEET THE REgUIREMENTS OF FBC 2017 SECTION R703.4 ' FLASHING" 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 Gunable sealants shall comply with r I a d ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill ri corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail ' A 1t �� Z z w O 0 N O Z_ 0 M a w a Z z 0 D +r w o co o � a 0 EIit � 171 �C; cJF Ln a6 o m N �d- a d co r co co co r- 00 CNj 0 m w = � c�a R o (0 C a o u rn _ \ C `C C) o Q c°a aT N C-1) N "7 3 v 0 0 �Z m M ILA H J N _U 4n JMU- IA Z CD�i'_ N ua Z U Ln MCC 0 � J N tn F-(/} r Z O ¢n Z 0. in `'' _V w z ui (A 4 w in N Q, 4� N U > 00 ® M U w co c co •cv a N u o� 0 (n 0. p 0 r- 1 ) CL —I ~ w N T ¢ o o t� W N 0 I= LJ o M O n M o __cc�.,� "CJ w W 71 c w O WA LO Ln I 6 � cn Q Z � Cn o Mi 4" duct to soffit long ground rod Pre Wire — For Irrigation And Timer L40 4" du to so Bdrm. 3 „Prewirer D \ _ 1 Ba.2 8'-1" �,Clng. `�Prewire ' Bdrm. 4 el I1iii111111=1 Pre Wire for-- L Flood Light J FPL Meter Location to be determined �ad Underground Wall Service --------------------------------------- 8'-1" (Stucco) cin . from FFE Prewi e�,, Bdrm. 2 PrewirePorch "y1'I I I / Master Bedroom r� Cing. & 12" Cofer f i 1V .\Prewire, , 6/ Cafe ` P O 10'-1" Ceiling cO/I Family 10'-1" Ceiling 12"© --_— Prewiry., 7 — — -1 w I \ I I Kitchen :� ; I I I T L r I `--r�----- Frame For �?� j j 1 j e I gF I� Sports Mount �I" I dvi FC26( gfiSpace Saver MicKitehenabove Rang Recirc FOn1N-1" CeilingMa3WBa---- fwatp / wa1 sen9 ''' I Ba ID I Lndlll� I I } I I 1 I W I - Electl Pane I Attic Accessl I with Ladder I Ballard-// I---- - ---I Load Brng.- Po ins' - Wal I Attic I T I _ I I I I I 1 .l Cing. Recpt. Garage 8'-1" cing. from FFE Light Fink Attic Storage Above Electrical Plan scale: 1 /4" = 1'-0" ---- ---- ----- I I I I I I I I Dining 10'-1" Ceiling li I I I I I Cing. I I \ Load Brng. `\ Wall e T Living Room 10'-1 Ceiling I \ \ I I sKRP I \ I 1 I II I E I I 11'-11. Ing. F NOTE: THIS HOME HAS IL =1 SEPTIC AND CITY WATER DO hM4 ---- --- -- C•7 R] NOT WIRE FOR GRINDER 4" duct to soffit L; 4" duct to soffit 5/8" dig. x 10'- long ground rod (3) #2 O (THW) copper and (1 #4 ground (THW) copper in 2' galy. conduit Panel: 200 A.M.C.B. 1 t, 3W 40 Circuit 120/240 Volt e 3/4" coppery water pipe I 6' 3 2 0 THW Copp and 1� #4 ground ('THW) copper In 2' galy. conduit F.P.L. service ELECTRICAL LEDGEND Wall (1 RECESSED LIGHT WITH LENS *EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE 1 24" LED LIGHT f� I SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE LFJ RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION CARBON MONOXIDE SMOKE DETECTOR EXHAUST FAN OUTLET CARBON MONOXIDE THERMOSTAT�q DETECTOR ZICIC DUPLEX OUTLET — SWITCHED tI DOOR CHIMES DUPLEX OUTLET ® SMOKE DETECTOR $ 220 V OUTLET vN TELEVISION y�r SWITCH -ff3c THREE WAY SWITCH 4PH TELEPHONE D bWM0 SWITCH p+ PUSH BUTTON NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCL �— TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Ktie ground Wire to footing rebars Electrical Riser Diagram Electrical Load Calculations 2190 Living S.F. at 3 VA 6570 VA One 20 Amp Appliance Ckts. 1500 VA Laundry 1500 VA Dryer 5000 VA Dishwasher 1200 VA' Range 12000 VA Ref. Circuit 1300 VA Total 29,070 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 7,628 VA Total 17,628 VA AC Heat at 100% 18,000 VA Total 35,628 VA 35,628 VA / 240 V = 148.45 Amps 200 Amp Existing Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified v 0 0 0 0 0 0 .y K I— h- 17 177 L d Of 0 a a O "4- CD C.O CU r 0000 Z CV H W 4 Z CJ W J Q Q = U O — o et �_ 3 o a o 0 aT N 'g a ~ m • c �u� d n �Z M V)H J N _ V1 JM�fn Z FN�o W Z U i 0LL N J V + . n Z a V W In�� N a i b30 30 Nr h- CL o �0 I- -1 (V LLJ o W i 0 I C5 M co 1.0 z nd CN <C (^ LL 0 ¢ Q ULLJ v LL1 W W � cD L0 w o w � w W o t~n 24' 0" I � N $10 M 0 .i`;�� Is�f �� � rat � ►� � � th:; / 0 2' 0" 2' c /\ \/ \ \/ N \ \/ \/ \ \ \ \ / \/ I/ / � I III -- •WAL ® i MGM0il 21' 4" 911 ,, , 0 b NS 11' 0" /. 10' 2 14' 0" x x x x x x x x x x x x , 04 x x x x x x x x x x x 8, x x „x x x xPC X X x x x x x X X X x x x x X X x x x x x X X x x X X x XFx xx x x x x x x x x x x x x x x x x x x x X X X X X X x X x x x x X x x X X X X X X X x x x x x x x x x xx x x NOW R, 4„ NOTE: BUILDER TO ATTACH OVERHANGS IN FIELD @ TAIL BEARING TRUSSES & FRAME IN CEILING. N COFFER Allt Connector Schedule Truss Bearing point Truss Uplift Connector 10 Qnty. Connector Uplift Fasteners 1 388 HETA20 1 1810# (9) 10d x 1 1/2" A01G 11 544 HETA20 1 1810# (9) 10d x 1 1/2° *All other trusses ALL <1000 HETA20 1 1810# (9) 10d x 1 1/2" to CBS *All other trusses ALL <1000 MTS18 1 1000# (14 1Od to Frame UN© Valley Trusses ALL <250# MTS12 1 1000# (14) 10d x 1 1/2" *FOR GIRDER 604E SEE SHEET A-5 FOR DETAILS Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss 'company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. Provide one stud for each girder ply at each Brng. point 0 0 m O O. tN 3 O m C P d tz L E t 177 © <r cc cc r.0 r~ _ 00 tV N Q m W 5 z Q o c� C3 o c0 c° ai U C C o O o aN C m —Z Vt H M N V1 �MLL'LLnn Z N o.o N W 0N 0rq 0 < J G V) .. � 4 Z QQ.. V w v1 O w W n N a N / / h 0 00 i=z C6.c 3 N ��ti O O to J ~ cV o z l � o LO w I o I av o ro o O c Q 0 Q Q o (� W r n J a �V� ll D O✓ or O \ — w Lr) x Ln cn LLJ o <[ a c~n i SEE CONNECTOR SCHEDULE PRE ENG. WO. TRUSSES 24"c.c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM. —� VINYL PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FI GRADE vd min, R30 BLOWN INSULATION ABOVE LIVING AREAS ti-1/2" CLNG. ? BOARD 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24", -R9 CORE FILLED INSUL. AT LIVING AREA /2" GYP. D.W. T. I L a SEE FOOLING DETAILS INC. FOOTIN #5 REBAR Typical Wall Section scale: 3/4" =* 1'-0" WINDOW SCHEDULE MARK M.O. Slit: TYPE REMARKS 25 37 3/4" If 63" Singlehung H32 27 1/4" x 26" Singlehung 35 54" x 63" Singlehung 25 s h. 37 3/4" x 63" Singlehung Nan eliptleal FIx.3 Gla10 Transom 37 3/4" x 17" Flied Class 24 37 3/4" x 50 5/81 Singiehung Temp. Glass AA�� Cleplr, windows to hove White frames, colonial grills (ass elevations) law E DOOR SCHEDULE 0 Exterior Doors ❑ Interior floors Size Type 1 Double 3080 FG Smooth Finish with Dsod Bait 2 i8' x 7" overhead Steed 3 Soo$ sliding Glass Door 7 2888 ason e a Clue s e t ir 2668 Mallonits "ciaselque" style H.C. �J t�1 2868 Masanito "Classkpre" style H.C. 1 400s Mosatifte 'Ctasslque" style H.C. 811oid 11 lots asanfttt "Clasolquo" style H.C. 92 8088 asanite '13aesique" style H.C. Blfd$ 13 2668 aconite "CiassIque" style H.G. 14 2668 Masonite 'Classique style H.C. Bifof 15 0008 Omits "clossique" style H.C.Btass 1 2888 1,1148*n1te 'Ctasslciue style H.C. Btf Cast in Place Sill _jr Tie Beam Option In the event that the precast products are damaged in the field cast in place sills and tie beams may be used (not to eed exc 5 —10 ) TyVical cast in place tie beam to be a min. 8 x 12 with two WS top and two #5 bottom. Safe Load Table Installation Notes n 4Notes i. Ali �id7 `_ ._taped U AQebm�U g c If s 4 length Is [me it and/lotion of or strtru rUNtin inmet mm{gg with architectural a 1 y igran 2. U IEntds can be fAM out to the required length. 2. N.R. =Not Rated 3. M got, omawte .I y be pro h c ite Gltd �arecs mew"uu 3. Safe loads are suaertmposad adowaMe Ioada 4. 1geraac�ttaaYmo surfaceofU�plt�nite�tsa Installed l�ang xterior 4. One nawr a be substituted for two nb in 8 inIN+ u thtels orgy, of a oe with AS'1Et C-926 or otHor a S. Alt safe too& In unite of pounds per tinier foot. roved coaiingi. 5, Oar masory untie a od in compoo t+ U iinj ll shot �in band. 6. Alt safe loods am based on simply supported span. be a tunrinq 7. S � loud rat t&asgSn r UMW Bolin arulysis Ate 316 8. Share composite Iintels as required. 7, U Hotel* are manufactured with a 51 Longg notch at bathtende to accomodate vertical rehrorcing and to 81`1j6—l1Bj/1T 5Liinte1TvDe Designation Cast Crete Lintel Schedule Composite U Linpt�el Materials I.I pnd48 to t189nrfi urt trnum wilh may3f8 2. Rabor per AS1M A816 Grods 60 3. n" om nmp p 4tMh w-ogglPpsi C Martor pet ASiM C270 Type M or S Aft Reber to be #5 Crods 60 min. MAxx Loom Op uefd. Niallu" "A.4m LM APKO CMM1Y Wo *AAWM ullm L Mg MFlM UKJFf I= K0 SPW& L-1 4"-e 8113 1273 2724 980 Ono IT/is Ln-2 iD=B" 130 604 70 251 8F16 IT/Is L 3 6'-10" 43eo t328 2093 an snit IT/is 4 4 Y-6" 4113 ISO 3574 47 ale IT/1B L-5 4'-8" lime 200 $370 so OP40 iTAS L-6 *r-e 3888 200 3808 eo BRF24 iT/18 L-7 8'-4" 10127 288 4924 226 OF321T/19 L-8 81_4" 34" 180 loll 47 OF241T/19 L-s 17 -4• 1184 200 46'8 60 i F18 1T/1e Min. Beam the shown, beams may be increased without asment At �s �desp nr Wrger,provide (1) #5 vertical rebor at Oz. Ong length of iintol \,\CE/v6� , - ado. GGaO STATE OF cc c�0R10 ON 17 �u Z Cc Cc "W 'Q O W U. >_ r. r- ar W i~ r, CZA at W U W_ t1.i d UJ W F- Er W M �o T ua 1!? INNI A�l _� ____ _ 8" x 12" framed drop header by framer ctaver with Doper back 25 soh. 25 soh. wire loth and stu+eco L-1 Egress t-1 Egress ON 8'-1" 1 aryPott rill♦ 36' x 16 Fixed Tem&6scuar�s y� Tiub TiIQ B a $'-10Oc i ♦ �.t �e �I to ?n ' EEgress 8'-1" Ceiling g Carpet F� h B _ rm . t r v' j734*' Bt7, 136" x le Cing� �Til 19 s0+ LL 7 ap Covered 04 drill '~ 8'_I" Porch co} cing. from FFE e'-1" Ceiling Unfinished Concrete L_ 2 carpet L-1 25 s.h. p o 1' .Cafe . nor 10'-1" Ceiling I li I Bollar E ectn Panel, 1 At c Access Load Brng. a wit Ladder wail Garage 8'-1" cing. from FFE Ito t Light Fink Attic Storage Above ca I �i I I 1 1 l l I I I " 1 /2r �3�5-� s.h, 1 /2 35 s h. Floor Plan scale: 1/4" l'—O" �L Ref. -R. From down elder l 'I I Club t a I Dining 001 10'—l" Ceiling E QI _ I I I 1,'-4 L_ 25 s.h. TILe Family 10'--l" Ceiling `n/d RW ott insulation Frame I —Ellipic'1 MEM, I E i I 11—_1`Ci g 35 soh. L— Egress LM , 1n f" _ 36" x 16" Master Bedropm Fixed Goss 8'--1" CI g. & 12" Caper L-1 icarpet ��r L-J r M ' 6" - -11x 36" x 16" Fixed Glass Living IA'-1" eeliiag 10'-8 1/2" l 25 s.h. l Y ,P /- ' 1.( ef L y2b_1uU4Cing, h� Tw , EEH32 soh, • 1 Egress wallH am SEE CONNECTOR SCHEDULE PRE ENG. WD. 6 TRUSSES 24"c.c. ALUM, DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.---�,�wG-- R30 BLOWN INSULATION ABOVE LIVING AREAS 1:00 VINYL VENTED - Is BOARD BLOCKIff (1) COURSE BEAM . FILLED aNTH loll �w «A wr GROUT N. PROVIDE 2 : DOWEL .• GROUTIN FILLED CELLS ALL OPENINGS z a w P.T.FURRING 1 III ffg •^ :a• ;AT .. w .+� LIVING AREA . COATSTUCCO .! FINISH-\ w " D.W. ■419 T. #5 REBAR GRADE ".r min, I L 4" 2500# FIBERN OVER .O 6 VAPO; SEE FOOTING ON CLEAN, COMP DETAILS TERMITE TREATEC Tvr)ical Wall Section scale: 3le — 1'—O" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singiahung H32 27 1/4" x 26" singlehung 35 54" x 63" Singlehung 25 s h. 37 3/4" x 630 Singlehung Non eilptical 38" x 16" Fix. Glass Transom 37 3/4" It 17" Fixed mass 24 37 3/4" It 50 5/8 Singlehung Temp. Gass Uwindows to have white frames, colonial grIgss (sea elevations) Low E DOOR SCHEDULE 0 Exterior Doors Interior Doors Size Type 1 Double 3080 Fa Smooth Finish with Dad Bolt 2 16' x 7' Cverhood Steel 3 goes Sliding Gass Door 7 2868 leans &sego• e e t 6 2608 P496nite "CIOSSique" stye H.C, L5! 2888 Mosonfta "0i4se4ue style N.C. 1 4068 Mosoftite 'Clae•Ique" style H.G. 81foid 11 lees own" "cianique style N,G 1 5068 Masonibe 'aossique" style H.C. 81fsxd 13 2ess Mosonite 'Giasolque" style M.G. 14 266$ iMasonite 'Clossique style H,G, difoi 15 sots dsrmite 'classique" style N.C.Bipas 18 , 2868 Mosonite 'Closshfua" style H»G. 81i 91 Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged In the field cast In Race silts and tie beams may be used (not to exceed 5 —1 O T ical cost in place tie beam to be a min. 8 12 two FS top bottom. x with and two #5 Safe Load Table Notes Installation Notes 1, AN use mkfbnum 4^ in btarsfg. s %Fun I • �� 1, Inot lotion of U IN must eamply with archtteoturel cod or staim be du gs. an o i 2, be tYdd nut to the rsgatrad Ienyth. 2. N.R.. Not Rated fU164ie1e�(awl 3 MCA A 7n�lisu o=raioY a=ui>RS "its 3. Safe Breed& One aNaw& load. It.able The eu#afar surface of U Iiintstsorlostatled in extwtm tn Y� 4. Gnri Rn nh au Bbe t u sujat" for two #3 aaapp� masonncaan� r+i ASTAi G�B� w�ao °ono S. AD safe laais In unit of pounds per tines- foot apf+rowd coding. � Canaa#s masonr uniis u�i to aampori#e U Bn;N ehail 5, All safe loads sea bond on *Wy supported open. bs loll In d ru ing bond, 7, Saafe t X reUmm do" analysis 6. composite IlatWe w required, tShairret / W 7, bSt da #a acnom i�a vertical 6ceif' rePh4in sot 9nuu "'1"- ° Composite U Lintel Materials :'? t� 8F16-10/1 I.t;i# ASTA1 ©4yp fp-rip asi with mmfhnum 3/8 inch ate and B to 11 Nlch'slump. q{l 2 Rabor per AS7M A616 Grade 60 7 d L 3. o ffrn fnwn p unit {GhiU p"A + 1P00 ps1 Lintel Type deal na ion 4' Matsu per A37M C270 Type M or S Coast Crete Lintel Schedule All Reber to be #5 Grade 60 min. e.pr +,M 10011 K tNnfa. 1iYdaowm OMNATY IAA& „PKIS) WNTY IWO 440W U t6W LOAD NIPURIP WWI IM BW SPIM L-1 4'-6' 6113 1273 2724 S90 ans IT/Is L-2 iD-B" 1366 004 7118 281 W14 iT/id L-3 S'-10' 4300 t326 2093 628 snit q/18 L--4 S-6" 6113 ISO 3574 47 8FIS 1T/18 L^5 4'-6" 11809 2oa 5379 60 OF40IT/18 L--6 7'—e 3e65 200 3608 60 6RF24 1T/I8 L-7 6'—e 10127 268 4924 220 8F32 1T/18 L-8 91-4' 3486 190 loll 47 6F241T/Se L—d i7'm4" 1104 200 468 so 8F181T/10 MK Boom the shown, beams may be increased without cement At LLlInntttei1s 3 deep or larqgr, provide (i) #5 vertical rebar at 24"a c. ang length of tel efs i y� I nG- A " Vt �mu 714 Z yr O W pppappp�« ZLL Mi ri z � N !r- 0 4ndm V AI ni ni ® h